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HomeMy WebLinkAbout2955 Moulden Hollow DrINDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN ('e 5 ROOF PLAN 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 S3 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 or ADJ. Adjustable FLR SYS or Fir Sys Floor System RAO or Rad. Radius S5 DETAILS SS RETROFIT DETAILS AFF or A.F.F. Above Finished Floor FOM or F.O.M. Face Of Masonry REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FP or F.P. Fireplace RECEPT Receptacle D1 SECTIONS & DETAILS ALT orALT. Altemate FIR DR French Door REF or Ref. Refrigerator BC Base Cabinet FRT Front REINF Reinforcing WP WATERPROOFING DETAILS BF B'Ifold Door FT or Ft. Foot/ Feet REQD or Req'd. Required PA1.0 PRODUCT APPROVAL NUMBERS BK SH or Bk Sh Bookshelf FTG or Ftg. Footing RM or Rm. Room BILK or BLK. Block GALV or Galv, 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 BP or B.P. Bypass (door) GT or G.T. Girder Truss GYP BD or Gyp. Bd. Gypsum Board SD or SO. SO FT or SF or S.F. Smoke Detector Square Foot (feet) PA1.3 PRODUCT APPROVAL NUMBERS BRG or BRG. Bearing HB Hose Bibb SGD Sliding Glass Door C Carpet HDR or Hdr. Header SH or Sh. Shelves CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower -- - CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SHT Sheet CJ or C/J Control Joint HORIZ Horizontal SL or S.L. Side Lights CLG or Cig. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir — CMU Concrete Masonry Unit ILO In Lieu Of SPECS or SPECS. Specifications COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SO or Sq. Square COL or Col Column COMM or Comm. Community COMP or Comp. Compressor INT or int. Interior KIWALL or KANall Kneewail KS or K.S. Knee Space STO SW or S.W. SYP or S.Y.P. Storage Shear Wall Southern Yellow Pine ❑ El 117:�:] Ell El 1:10 0 F� CONN or CONN. Connection CCont. Continuous LAUN or Laun. Laundry LAV or LLavatory TB TEMP or Temp. Towel Bar Tempered CTT or or C.. T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken a FE FE11E1E11:1E] ❑ 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 HIM [E] E10 FIFIFEDBL El [E] 177 or Dbl. Double MGT Management (room) TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish DEC or Dec. Decorative MAS or Mas. Masonry MAX or Max Maximum TP TR Toilet Paper Holder Towel Ring FE]El 171FI-71a ME] LLMIL� DED or Ded. Dedicated (outlet) MC Medicine Cabinet TRANS WOW or Trans. Transom Window DIA or Dia. Diameter MFR or Mfr. Manufacturer TYP or Typ. Typical 3 v L DISP or Disp. Disposal MW or MICRO or Micro. Microwave UC or u.c. Under Counter DIST or Dist. Distance MIN or Min Minimum UCL Under Cabinet Lighting x DMF Decorative Masonry Finish MIR or Mir. Mirror UNO or U.N.O. Unless Noted Otherwise a DS or D.S. Drawer Stack ML or M.L. Microlam V or v. Valve (shower or tub/shower) 3- DTL Detail MONO or Mono Monolithic VB Vanity Base o DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical o DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam ,14 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 FED or Ped. Pedestal WC or W/C or W.C. Water Closet (toilet) ELEV or Elev. Elevation PH Phone WA or W.A. Wedge Anchor EQ Equal PKT or Pkt. Pocket (Door) WO or Wd Wood EXT or Ext. Exterior PL or P.L. Paraliam WDW HDR or WDW. 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 WC or W.I.C. Walk-in Closet °ter' FDN or Fdn. Foundation PLNT SHLF or Pit. $h. Plant Shelf WM or W.M. Wall Mounted (plumbing fixture) FXD GL Fixed Glass PSF Pounds per square foot WP Water Proofl;ing) it FG Fiberglass (Shower Pan) PT or P.T. Pressure Treated WS Water Softener E FIN Finished PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) v g REVISIONS 08-20-15 1.0 NEW BASE PLAN DD 12-8-15 2.0 ADDED VAULT. CLG. N 12-28-17 3.0 2017 FBC UPDATES MEAN ROOF 15 FT. HIGH TYPICAL Q 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL i FOR 2 STORY HOMES a THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE ALL W0 K S` ilff{�ys6gA ODES�, Y ` c CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES pl�' k } p� d�. �� ATI07Y,4. E 1 7110H OF CODE SECTIONS. LZ pq�& #�Ip �t.�: ,�D THE �r ca� SEE FBCR (CURRENT VERSION FOR U �� �,If�I�.L )PD1 N COMPLETE CODE INFORMATION. E Notice to Builder & All Subcontractors UI It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed a 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 L ? , the commencement of any work. The Designer/Engineer are not OF --- �, responsible for any plan errors, omissions,or misinterpretations 00 �q undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the oinformation found in these documents. Any questions regarding 1941 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 N advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. UI zo z N z� QE3 c/) CD u, � (DM w p O � fv N � M o o m W pM E o U so mC'E- N -@p M _ ai 9i O o C4 t 4 <0 co Qrn W Q-o voav rn < d AI B Ds N C H D. =J1 /r- Z WMi�z' z C? c ' o w w n UA _U) 41111c y � P. w v a Z cn U) CU o C N m o r-_ Via)Q A A ,mot 6 Pf �.sa .. X U '°i °•. F �O ° °5 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www. Lenna rTampa.com 0Z 0 �Z �a F' r w<rtr Uz00 o00¢CX 0 w Z 0 J W OJ o��o U LLJ O w L < L1J 2 Z Z rZ ZZ Z Z LJ.. c� CU L\U� is A G / 0 d J w �� U = 9 9oa = 0 Z J} w$7ma uow- N Z<Z;i w'W< LZU:0<0 < < a 80 Z Z *-+ 2 �2oi <wwS _I r1 W i5 It u g�< Q Z ¢Z Z Cy 0 r � Z U _ ;n <g SCALE : AS NOTED DATE : 10/2/2018 TECH: MIAM ES VERSION NO. 4n0 SHEET NO. C S x C 00 0 it LO J SL !t t" 00 co E 0 _ ca LZ A I,@ H.B.T ■ A cnw �COO ' I I c? 1 T-O8, I T °3s OWNER'S SUITE BU, CARPET : 36° 5-SH T 6"DP*- --_- R&S --_- W.I.C. CARPET M', L T-8" I 10 I � BUILDER TO N PROVIDE W.H. APPLIANCE p PROTECTION 2'-6" WHEN REQUIRED PER FBC �j 2 CAR GARAGE 8'-0" CLG. 20'-O$" 1----------- I I I I I I I I I I I I I I I I I 17$ I I I I I I I J INEN 1, t1Kc� TIE - -- _' 1 to T W G S3 64" (4) 2x4 #2 SYP STUDS W/ USP HTT4 @ BASE rLIER 4'-0" I RM I 9'-4" CLG. CARPET I° 23'-O8 HANSON BOX @ 36" VENT THRU ROO EDGE OF SLAB 2"A.F.F. BEYOND WALL 3 °' _ I 11 1 1 I� Ilx P: I 11;t Q UQII L K (4) 2x4 #2 SYP S3 STUDS W/ USP HTT4 @ BASEFAMILY I I 0 I p = I wSHOWER I >0o I 000 I r NOTE: FINISHED WALLS TO BE I FLUSH. VERIFY IN I I FIELD. ----- ----- CC D S3 S3 1 I l I I I 1 I l I I I I TYP @ 1 STORY A S3 O ^ N oc cc 60"x36"DRYER - SS ""N D T � AHU ^TILE R.A.G.C) { ---------- � PT. W OPT. D OI 2:12 VAULTED CLG. N 8- 488� g6 - 7 3'-10" T-8" 10'-1 $„ 3A 8 „ 4., ENTRY 8'-0" CLG. io v � to in 9'-4i' CI �� 6„ 7 i -HDR AT T-4'_ I I �T ----- R S 54T" ---- `-64'-0" '6-10" N -------R&S------ 5. o 0o I PATIO CAFE 8'-0° CLG. rn CARPET O / I O� ,� 5068 B.F. BEDROOM 8'-0"CLG. CARPET (0 r 10' 4" 2 M BEDROOM D ROOM 3BATH CARPET 10'-42" ( 00 co co WO W �o "`° I - I TILE 2 I 5 - ° cm _ 4068 B.F. I BEDROOM 4 8 C CARPET in o 1 OPT. I 1 REF-�- - - - - - - - - c===,--------� I I o o _D;W'� 6 :3 W MW O / cv > 20' U 3L j I 2 CO SI KW/ ISP - il 2 i / I / / / / I `O� P NT Y 0- _ �W __ FLAT L r,r>� 5-SH T 16" DEEP - ^ LL omo to 1 1 j I ( 2" I I -1 CD TYP @ 1 STORY A AC? S3 TIE -' k-cv N ■ AC PAD FIBERGLASS SURROUND M�� 00 36 ----- LO 36 ---' cNi H B� EGRESS EGRESS A OS3 O 15'-10" HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 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) - 1 314" X 16" LVL 2.0E Fb=2600 PSI H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required *VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 182X254 S.H. 13 20X38j 184X37i S.H. 14 20 X 501 18 J X 50 S.H. 15 20X63 187'X624 S.H. 16 20 X 72 18 J X 71 j S.H. 1 H2 27 1/4 X 26 26 X 25 J S.H. 1H3 271/4X38J 26x371 S.H. 1 H4 27 4 X 501 26 x 50 S.H. 11-15 274X63 26X621/2 S.H. 11-16 274X72 26X711/2 S.H. 22 37 j X 26 36 # X 25 1/2 S.H. 23 37 j X 38 j 36 j X 37 3/4 S.H. 24 37 J X 50 i 36 4 X 50 S.H. 25 37 J X 63 36 J X 62 1/2 S.H. 26 37 j X 72 36 j X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 j X 25 4 S.H. 33 54 X 38 J 52 4 X 37 J S.H. 34 54 X 501 52 j X 50 S.H. 35 54 X 63 52 J X 62 j S.H. 36 54 X 72 52 j X 71 j S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. 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. M 1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" OA +29.7 / -30.8 © +29.7 / -39.2 +28.3 / -30.8 OD +28.3 / -36.4 �E +26.6 / -28.0 OF +26.6 / -32.2 OG SN SHEET �H SEE SN SHEET 140 MPH a NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +34.0 / -44.8 WALL LEGEND IIIIIIIIIIIIIIiII - ••' TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION " fvl 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1 1936 GARAGE 416 FRONT ENTRY 20 TOTAL AREA 2372 INSULATION REQ. LOCATION I R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED PLAN - Al EXT FRAME 2 x 6 R-19 KRAFT FACED FLOOR FIRST CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION I R-11/R-13 KRAFT FACED Y4 SCALE: "=1 r-On (GARAGE / LIVING) J r. U � Z M z z n..13 V) 0 11,) cn +__j W •O L = E i �ti U m N W � F- 0) M Cnco N 0 _ 04 000 "- U C Yo 00 iCo <Crn n n. o 0 rn Q o B D N C�V N �O •w H N Vp N Z W 00 I'-_j°P Wui .I C1 W r Z 0 �`na'a' o a: � x o r EV 0Fii z To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com oz 0 W¢r Uzoo zOW �oW Q Qz � O m F N Zo Q zz ^L, W O f Z f- O�� N ILL cg 0 = V� o0o Wom� r d 0 J WLUa Q d' .0 08-2 Ce US Zg Z ''I a'2� w J u> �--I t1.J z > ; R . F Y o $¢o d- z �Zo Z = O oo g uj rn ,-+ 0- to s SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAMES VERSION NO. 4n0 SHEET NO. 1.0 9'-11$' 2'-84 MIRROR � Z C) HEEL 0 T.O.M. HDR HGT. - - TEXTURED o CEMENTICIOUS FINISH ON C.M.U. 00 oo (TYP.) to 12 5� 12 ----------- & --------------- F. FL. - -----------I-------- m co rc7 0 0 N t� r� L N I 00 i o' a rn 12 7�5 3 TAB SHINGLES. ROOF - — INSTALLED AS PER MANUF. SPECIFICATIONS 1' 0" — ---------------------------- -- — — — — — — F1 F=1 EJ 7= D FD� El = F71 El El FF71 F=_1 F=_1 F1 El FRONT ELEVATION — Al SCALE: „a"_,..o. c m 14'-0" RIDGE VENT 0 12 L — 5 15'-0" RIDGE VENT 12 °O 3 TAB SHINGLES. ROOF 5� INSTALLED AS PER MANUF. - — L --- - SPECIFICATIONS --—r --- --- - - — — — - - - -- - -- --- - - - - - _- T.O.M. • °O _ _ _ _ HDR HGT. a 6" FASCIA E (TYP) Cn 2'-0" o 40 TEXTURED o c CEMENTICIOUS o0 00 FINISH ON C.M.U. i (TYP.) 0 1Z o — F.FL. - - - - - - - - - - - ---------- - - - - - - -- - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- v LEFT ELEVATION — Al General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION .G,C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. (I L z o �o Z N z� z Ln 0 LU t-u C� �V — O LJJ N TM ~ Cn o M EaN W °r E win �. 8 (M M O O N C) ,✓U_00 Co N ro o rn Q d A® B Ds N C B D C I�JI p N N U) S a Z W Fs z _ M N m Z W a'6�N LY V.CLZ Wazr0.L, Ck -i. ¢ O °o 0HeMill I LL ZW" � 9,�O • r • J... < Q, 'ae s `6 -w 0s 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. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oz uJ za fF U) z LU<WX oo8° O zU1z5 O Z.Z X J nwWO'D LJJ Q N Lb z i rAAr'' III o U f Z (n Z M vJ z Q J W 1>u LL 0Lu IBM. t'V U oa Lzu <z a cC Q fne ~� g0�o Z Z o�u_ �o' ow � J Lr)_ rl W � <C LU Q Z azLU 8 gaF`- Z <<z N d' Z �o m O lD � ZZ J = 0 .--I a to o SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAM ES VERSION NO. 4n0 SHEET NO. 3.1 co 0 00 0. 00 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS N. T-n-M- off c a 12 5� 15'-0" RIDGE VENT 12 �5 EXTENDED OVERHANG TO BE CENTERED - ON DOOR 14'-0" RIDGE 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS ------------------ TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) 12 �5 REAR ELEVATION - Al T.O.M. - — HDR HGT. ---------- -- it — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — TEXTURED TEXTURED CEMENTICIOUS CEMENTICIOUS FINISH ON C.M.U. FINISH ON C.M.U. (TYP.) (TYP.) F.FL. - M RIGHT ELEVATION - Al General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w! portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. 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 FOLLOtMNG 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 SO. IN. OF NET FREE AREA / SO, FT. t9 _zo z z� U) zC:N (D W Cf> Q)(0 W M �U — O W N m i� o m W F- o— V 0)M M CO ` � (D U 31 ,'0 O O N L 06 C Y ¢ o a-00 aro a Q ci B D• N =AJ4 U) o, ak U' Z W N8z G J 0? a !a W aU " W a 15 CL - m Z 0cc - &o ZH .�A , 6lUM 1 P ` !�ca tp Wd�`` �'v ,� o -V,Kvw: bs U '• ® 5 ��'7rIi111 I1161A`��,� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oz za of f¢ Zwai�Y� U400 O z uJ #oZZ Q a J C L.0 � SWti© m L a z U W/ Y U ,. QZ Lij C) Z Z ��//'�� VJ N� C Z OZ JW CC �o J�� L.1Lu -,.._ U 0 zgz oyu9� z< h �o-E z �--I Ce W Lr) � Q W Q z U azLU � $ o Z (V d- z U 9Z :o m 06 z g = a UJ rn SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAM ES VERSION NO. 4mO SHEET NO. 3.2 3 v c v x LO 0 04 cp I 00 rn v x Lo 0 J 00 a i rn c 3 C Q N a E N E O 0 c aci i al t� 0 v U m �O d w a M 2° VARIES 1'-10" 11" _-- CAP - r CAP 2" *NOTE: (V N FOAM TO BE USED 1" RADIUS ONLY WHEN REQUIRED BY �^ 1/2" RADIUS 3 1/2" RADIUS iv oo = CO COMMUNITY SPECS. IF NOT, I DETAIL TO BE 1" 2" OPENING VARIES 2" N 3/4" RADIUS 4 1'-54" M,a 1" 1" BUILT W/ STUCCO. 1/2" RADIUS 1" 1" iv EDGE OF 1" 4" VARIES ^IN 1'-0" 1" OPENING VARIES 1'-4" 0 22 , VARIES N 2 VARIES SIN 1 1/2" RADIUS 4" 1„ "Al 4 4 42" � 2„ r�v 2 1/2" RADIUS L MIV io TTv j3" 00 VARIES 12 �M 32 11" 32 1„ 1" 1" . BASE CO co N BASE �N 3' z" z' • CoNt 1„ 3„ 3„ 4 1,_8„ / *NOTE: VARIES 8" 2" 3„ FOAM TO BE USED ONLY WHEN co r � REQUIRED BY d COMMUNITY SPECS. IF NOT, 1" OPENING VARIES 2" dN 1'-6" 1" 1'-4" 1" r� DETAIL TO BE 2 � BUILT W/ STUCCO. 2a' EDGE OF OPENING— • 0 , 1-1/2" THICK 1-1/2" THICK 4" 10" M 21" 4 � 10" 6" 'IV 1N Ala M 3„ 4 2 - - N 2„ 4„ 3„ 6" 2„ iv 2„ to w cn LU � ^M 1-1/2" THICK 32' 21„ 4 �LN C7 'la 2-�4 52 , •-- 1-5' 52 , &o 00 IN N 4" 1" 12 VARIES VARIES z' CO 22" I • VARIES VARIES r4l" 8„ 1" �11 - T r--------- _ N i N I 33 Q.�" �, QjL Q' 6" 4" CV CV 7ENE F11 0 00 KEYSTONE F11 rn OPTIONAL io ; R co 6" Q^ 1, 4l' 2 3„ , 2 T`' 2 GARAGE DR. OPENING 4" 3' 4 ' 4" WINDOW OPENING 4" 4" NOTE: • INSTALL OVER STONE, TYP. VARIES • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED NOTE: • FIN. TO HAVE TRADITIONAL LOOK & 14' 1'-6a" 14 12, 2-1 1, „ 2" SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 54" 1''12' 54" T-8" 7" iv 1„ - 10" 1'-4" 10" 0 N io 00 (D N R N 1" N 1" 0 CV 00 O I • M M r 2 1„ fV� _ ' GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM `t • POLYCOAT (HARD COAT) / I • ACRYLIC SAND FINISH ,i U � o 0- zCN z Q n U) z C: w 4- J M Q OLLJ m l LJ E M N Cl) C N 9? RiU N 6 cM C%4 O_oo Z 00 Y a a Q o 0 co U, rn Q d BD. N C B D C N,y N[O z Uj Z F co w �- W a &FI w LY a ct �0)m Z g C rn a; �C4 ILIL Z isEq0 a WQN¢ o O v U O WWW.FDSENG.COM Li Li 00 0 N O 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Z Wo WQCex 'zoo zW z ME z I.DJ uj a � '�` �- ouzo U W �r ---- N UJ W zLn y_ C Q z z ro > LPL z z � � o O z U = (� W c O6 QY� I- XLLI LU Ns A z�� W W ¢afce z J LJ J ¢W 8 L1 J P 8~o Q Z �2 z z t j.s c000 g = � '-4 a cn s SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAMES VERSION NO 4wO SHEET NO. Fill 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 # 14 copper to lights & outlets NEMA 1 #12 Copper to 20 amp ckis 200 AMP #10.2 copper to WH #10-3 copper to Dryer METER MAIN 2/0 or 4/0 SER Alu 22 p 150 amp I POWER CO. FEED I 4 Bare Cu Ground INTERSYSTEM r44ROUNDING BONDING WIRE j 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 poor shall be equipped with an GFI 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.. I 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed OWNER'S S I T E 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 I of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and /2 \ 18" for sinks and ranges installed in corner counters. i 1 ELECTRICAL KEY / ROUGH -IN FOR / OPT. CLG. FAN/ j DUPLEX CONVENIENCE OUTLET LIGHT PRE -WIRE DUPLEX OUTLET ABOVE COUNTER / S.D. dVP wP WEATHERPROOF DUPLEX OUTLET / / ' GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET bw G 00 g SPECIAL PURPOSE OUTLET I � DUPLEX OUTLET IN FLOOR I f 220 VOLT OUTLET WALL SWITCH � REI3 THREE-WAY SWITCH I FAMILY R M I , 24 FOUR-WAY SWITCH I 12 rn R RHEOSTAT SWITCH / CEILING MOUNTED LIGHT FIXTURE I �/ ROUGH -IN FOR LED LED CEILING MOUNTED LIGHT FIXTURE I OPT. CLG. FAN/ LIGHT PRE -WIRE w to o 1-0 WALL MOUNTED LIGHT FIXTURE U.C. OUTLET ORECESSED LIGHT FIXTURE I FOR DW N I U.C. OUTLET I LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS +PZ. eo 46 TRACK LIGHT ro I FLUORESCENT LIGHT FIXTURE GFI � � � —-------�— _ O EXHAUST FAN Jn GFI [ GF PA 1 V CAF E / —, ;O) EXHAUST FAN/LIGHT COMBINATION ` �12/ ELECTRIC DOOR OPERATOR (OPTIONAL) D.W. SINK I DIS 02 CH CHIMES (OPTIONAL) — — U. N o Fl3 PUSH BUTTON SWITCH (OPTIONAL) PENDANT AS / PER SPECS \ I� PUSH BUTTON SWITCH - DOOR BELLCn LO o SD SMOKE DETECTOR— = `v CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) AC PAD / / 3 GFI GFI J TELEPHONE (OPTIONAL) �_ FT�TELEVISION (OPTIONAL) � DEDICATED RECEPTACLE H.B. FOR MICROWAVE RANGE 0 0 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. GFI DISC. HOOD PER SPECS �I O THERMOSTAT ELECTRIC METER •o i wl ELECTRIC PANEL _I DISCONNECT SWITCH O° SPEAKER (OPTIONAL) o ROUGH -IN FOR OPT. CEILING FAN G J r„ CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN M 8B (1) PHONE LINE, (1) DATA PORT RECEPT. FOR ALARM SYSTEM VERIFY METER LOCATION WITH BUILDER -- VERIFY LOCATION ELECTRICAL PANEL 2 CAR GARAGE GFI FOR OO GFI —I n ■ _GFI , . _• II �� •� �� A.F.F. �- 111 4 �I►%�IIIIIIIIIIIIIIIII�IIIII�11111111111 n L—, �► j �� II ul II II •• 111 , 111 = BEDROOM 2 _ BEDROOM 3) BEDROOM 4 12. ROUGH -IN FOR OUGH-IN FOR I;. OPT. CILG. FANIG v��IGHT PRE -WIRE LIGHT PRE -WIRE OPT. CLG.FAN/ LIGHT PRE -WIRE MAIN FLOOR ELECTRICAL PLAN SCALE: %4"=1'-0" i r j;' o ZCID z <i -I d 13 Cn C9 �w �o .0 W O� o �N (� t- U �I- m N L11 pp ® t U N M m M p M g? `7i O_oo t U" 00 U 00 CO a o 4cm LO2L: 9 Q d A BD®N T I� ;r_ - N N O M O W y Ilia Z �NOZ l:e z tJi o W a "V w 10W CD �< °� o � E� Z UM W C"I c a d O U U O WWW.FDSENG.com ❑ Li ao O N 0 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 0Z fQ z r w¢iYtr ODUO LL ce0.W 0 u Z LL 0 OO L Q u., Q) � �Z U w Z .� L.l.l Z J w f U _ cri O J O OZ x Z j0�� x. I\ < y�ZZ a < Q g�C o Z J � W LU j5 z z DNS C1 0 00 g { yrLu ... = -1 -12 of rn T-1 a cn s SCALE : AS NOTED. DATE : 10/2/2018 TECH: MJAM ES VERSION NO. 4n0 SHEET NO. 4.0 s] Y. a a d- rn a c a� v S 00 O O J a 00 2 E s a N N 0 M 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 b Upper y ppe SQ. IN. of of vented IN. of f o 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 29.00000 1.000000 Floor 2373 2278 325 1139 81 570 0 573.0 435.0 138.0 (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 windowldoor 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. Is 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 SO. IN, OF NET FREE AREA / UNIT • SOFFIT VENTS - 7 SQ. IN, OF NET FREE AREA / SQ. FT. ' w Z � —o Z E3 U) V) (D C 2 w M C) u — Wm OW D_V/'t'n r- � C) o 0 m N W wi ~ pN�C" N :co S M T Qt `f 'Jj O O LL 9? 01 gip" O Y N o 0 U.) 0 v �i Q O A® B D. NyC B.D C : Jl co �N92 f'i z U) CN Z_ `U ,W— IC W n IMI,�/ 'rw` w'F/DSEN Et a L �* QUO;: To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www,LennarTampa.com Oz z¢ zdf f� u� ¢ � X �480 Za 641 � 4 w zZ a 0 J 0 N L gz fz yr 3 a d' ¢ �w o = CL 9H 000 ¢UA o � O f0 S7ma ...;�_"... O U W O Q J Cr �z� Q �oLu o Z Z rl 2: or sa2�i Q J r-1 W W w w PzUU g� N � Q Q Z Q z d- z m 06 Z V)o rn ,-11 a (n 0 SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAMES VERSION NO. 4x0 SHEET NO. 5.0 re= �M C c V-6" 5'- 6'-0" TYP @ 1 STORY U.N.O. A S3 65'-0" T- H.B. 3'-0" 8'-6" .°. .o .-:-- •------�:, 00 I•-----------+- ---...:.. --.. — -- BUILDER TO +-- -------1 d 4'-0" 12'-1" W.H. PROVIDE APPLIANCE 2 #5 REBAR O o, o„ :: : I PROTECTION WHEN REQUIRED VERTICALS w/ in FILLED CELL I PER FBC • 35`-4" 20'-6" 3-1/2" MIN 3000 PSI CONC. OP I SLAB FOR HERNANDO COUNTY ONLY I 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 MIL VISQUEEN 2'-74' 4'-g" 4'-10 VAPOR BARRIER ■ I — CJ :: GJ I : _ CJ - - - - - - - - - - - - 5'-3" 1'-10" 3'-6" ' r `v' 7 I I• N I O............ --------------------------- ------ - ....................00 � 0 I P . W T. D I I : -3 1/2" ( o M Cl)2'-6'•x2'-6"X1'-O" FTG G I W/ (3) #5 E.W. S3 e. 3'-5" SLOPE 7. 1„ IL. ■ ; ( :: I ' F- 2'-6" x 2'-6" x 1'-O" I N I :: AHU ( I VERTICALS wAn W/ (3) #5'S E.W. TYP @ 1 STORY A U.N.O. K S :�' ( S3 ici FILLED CELL 00 S3 • J CJ--1 . . ... ... .. . .. . . . . . . . . . . . . . . . . . . _ O i ........ — — — — — — — — O bo I 26-10 28" i i g -51 s 4,�„ 00 2'-6"x2'-6"X1'-O' FTG W/ (3) #5 E.W. I �-4"CY) I L o I INDICATES FILLED CELL w/ 3000 PSI I PROVIDE %2' x 9" to CONC. GROUT FROM FT. TO BEAM RECESS FOR FRT.DOOR- SLOPE S3 i,o in W/ (1) #5 REBAR VERT ABOVE SLAB TYP ALL PLACES SHOWN HVAC CHASE TOP OF CONC./ PAVER T BE 4" @ ' HOOKED FTG. DOWELS 5" EMBED BASED ON 0'-0" BELOW FIN. FLR. ■ ::::: ; :: W/ 25" EXT. ABOVE SLAB "GRADE 40 I LOCATION ..::::::::::::::::::::::::::::::::. ::::::: ; ::: . .. ' ' ::::: STEEL" i ... .............� .......... . 4'-0„ 16'-10" • '12'-10" o STEPS AS : PROVIDE 1 y" RECESS i i10'-10�" ( REQUIRED PER FIELD FOR SGD. REFER TO KITCHEN ISLAND MASON'S SLOPE FOR OPT. .......... """ : ' ' ' LOW WALLS icj:- 4 : ' ' :: : I CONDITIONS WIDTH i i - - - - CJ r-- -� ICJ- M REF. :i CJ-�}I ■ _ — _ _ - _CIJ - - - - - - — �� —---t—I------ ----- �— r rt _ � - - - -_ �� �_��; —=— --_--- :: - - - - - - - ° I I TYP @ 1 I F l I CHASE TO ISLAND ,... .. t I I STORY U.N.O. N �T S3 I I i i I I D.W. I I I•• I t qLO , rn in I °' SINK I DISP co -3 1 /2" i i / 2'-g3,. 1 16'0" 4 6' 0" I .. I t 0'-0" I ij It t M I: ----------+---------- —�—--------- .---------I-- -L--- �---------J , ■. .. � .:. ......... �............ � .. .:.. »�. . ....... .�................... »�.. ............ ........ii ■ H.B� T-0" 5'-4" L 1'-18" L 3'. TYP @ 1 STORY U.N.O. A S3 5'-10" -10" �. 6'-0" �. 6'-0" �. 3'-10" �. 2'-1Q� 5'-1164" L 5'-0„ L 5.-4„ FOUNDATIO N PLAN. . SCALE: %4'=1'-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. -]FOUNDATION PLAN 'V , z w J U) a CONTROL JOINT DETAIL SCALE: 3/4" = V-0" :;= #5 CONTINUOUS . j ' ; .: • '•_ 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 • �. �. • • • �. - *. •r.;• •r.;• •r.; •r.;• •r•:• `r cont. around corner by cold bending the bar w/min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" ;f � C w i Z z�z Ln'nU' W C 4 --J w OLIJ o r—23 Cl) �6 U m N W e) M m Cl) cc M ® UUU O O N LL' CO U . =W < a) no rn LoQv 4o rn Q o B D®c�H D c =Jl N N R z N o �� Z6 Z W` ��� � � z OO Z U) 1.r 1? M � u? _ d- ED w LN IV ¢ U-t a Z Co. am ¢ �' � �.60pl3�l'�6'A dam, um 4m. o•'�SE •,� ¢VI G.CQAUA Ss. W 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 Bth Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oz za f z w¢0'0° 0 oo - H ^ L1� O w W .2 a Z © O��o u 0 OO UjUl L W � ¢ Z rU f O z DC Z z O z O �_ -w U O) p z O o�Z �o �� J 95, C uj Z N Z� w�a � Q aaf� HDet., aO Z Z t-i wo�� a s t J Lr)4 r-I W Z w w � ~ z o� o � Z Z � o 0 CIO oo S = an f 11n U) SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAMES VERSION NO. 4n0 SHEET NO. 6.0 (2) A (2) A A S3 U CJ1 M tf) to Cl) X31 A S3If A S3 rn v c v Z LO 0 NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS D1 t2 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. Q a S LO J W o m U J U cc DIED I 00 `m ILO (2) A (2) (2) A S3 A -v i rn C 3 N G. E E 0 v c J Lz U v 0 I H U N 0 a CL N 0 ROOF FRAMING PLAN W SCALE: %4'=1'-0" W c� CJ3 CJ5 EJ7 ¢ a ¢ a ¢ ¢ :: '• .. : : •• :. 1 1 1 1 f' 1 -- 11 •. a Q CJ5 ' EJ7 I EJ7 EJ7 EJ7 EJ7 EJ7 EJ7 EJ7A I EJ7 C7 a EJ7A Di EJ7 I EJ7A EJ7A Q ¢ a ¢ ¢ ¢ Q X EJ7A EJ7A EJ7A Q a O ¢ CV a Q N m m :m J7A ,. EJ7B I /Cj3A A UPLIFT CONNECTION CROSS-REFERENCE ra,e,ra MARK SIMPSON 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 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1615 1585 10 - 10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 g - 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. / 18 10dxt-112 HTT4 2715 5/8" ANCH.120 10dz1-1/2 J HTTS 4350 3740 518"ANCH.12610dx1-112" HTT5 3225 5I8"ANCH./(28)10dx1-1/2 K HD3B * 3130 3050 5/8"DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8"DIA. BOLTS L HD B * 4505 3785 5l8" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD78 * 6645 650 7l8" ANCH. 314" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N 1165/1070 1005l915 ** 8 -10d x 3" JUS26 1 t 15/1060** — 8 - 10d P 1550/3335 ** 1335/2820 ** 20 -16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" C! HUS28 2000l4220 ** 1720/3125 ** 30 -16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 -10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 1000 860 14 -10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 1000 860 14 - 10d x 1 1!2" MTW20 1195 1005 14-10d x 1-1/2" U MGT/MUGT 3140 3140 22 -10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS 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 REO'D ON ROOF PITCHES 3112 &LOWER. LOADS -- ROOF = L 1360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. .FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD &TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (B) (g) (A) f+ 1 OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6' i Uf �' zM 0 — ON z co z� Q IC✓ I z N +-j w 'U Ow IF a ZE L H Q CD N E 0 S 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 L/180. 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 / . 0 Safe vertical load Safe horizontal load �` GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE—CRETE, QUALITY, LOTTS am U11 INI'lei III N1 willl� Wk o Kimi 8F4({441[1B/1T8F401B/1T 8RF400B/1T 81`32113/1T FORM & GROUT SOLID O r W J O #5 BAR CONT. 8F12-1 B/1 T 'V LINTEL DETAIL SCALE = N.TS. I F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY i C7 J w F 16— B/ 1 TLn Q o 6 z tNOMINAI,QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS 1. c precas Intels = 3500 psi. 2. fe 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. #5REBAR IN, ATTOP (1) REQ'D CLEAR ALTERNATE POWERS STEEL LINTEL ° 4 O 4 ° 4 ° ° .M.U. #5 REBAR AT TOP 4° 4 MIN. (1)REQ'D ° 4 D 1-1/2"CLEAR 4 d ° GROUT , J a L: 4 5 REBAR AT ° BOTTOM OF O o LINTEL CAVITY w UW I- -BOTTOM 0 X (J O �- Z REINFORCING ¢ ¢ (? Co LL 7-5/8"ACTUAL PROVIDED IN LINTEL OH z u^, Q =' O 3� �1 D D � �o L. �o #5 REBAR AT BOTTC AS INDICATED NOMINAL WIDTH (VARIES) (0 LO ¢ a n 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 manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications O O 4'-6 LL 4'-6" LL O 5-10" LL LINTEL PLAN SCALE: %4"=1'-0" CD Z 0 Z Q o_ E3 Z 0 C'� w .� o 0w T m w CV �M M 4? O_oo u- °° (� -<o co cc Sao aCrn c6 ¢ ci A1�e.D.� N 10 v N O M h N oo ��a Z W` M (V aD Z C a U) Ir J W W 0Z ,_ C5 0,0 �$ o U) 9�t3f/� LZ. \% CQ -� tu 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. A 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com �z za fd- w¢0. �It �00 zb�A Z- z �0Wz o.Cj-J CD A 0�°!0 U / \ Fm- zz L ^ OU S C O Q a J W 1 1 1 OQZ I'- QQ LL, S2 r0� < Z Z Q F 0 C Z Z EO�E LUE�R� W J ui T q ILLI C a W W 0 Ca F Y Q d- Q z Z +�az Z8 m 0o Z g W 0 z rn ,-a a cn o SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAM ES VERSION NO. 4n0 SHEET NO. 8.0 v x LO 0 02 e. rn LO 0 W 0 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT, REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ±2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14. 1.2. DESIGN: 1.2.1. AC1301-11 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:• D WIN REACTIONS DRAWINGS AND CALCULATIONS REAC ONS 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. Z UNIT WEIGHT OF REINFORCED CONCRETE : 150 PCF 2.1.3, UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1 ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1. 8, TILE ROOF TOP CHORD: 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ed. (2017), AND CONDUCTED BASED ON A140 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 ILL + ROOF LL TOTAL DL + FLOOR ILL + 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 1 Yi' GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (PC) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2, 4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3, CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE R MASON Y PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4. 3. ALL PLYWOOD USED FOR INTERIOR OR 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'T BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ad. (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 1'4' away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1'-0' of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4- Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC-R R318.1.5 - C ncrete overpotir and mortar along the foundation perimeter must be removed be ore exterior soil treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1:6 - An exterior vertical chemical barrier must be 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 TYPE:5B GARAGE DOORS (V = 140 MPH) 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 RESPONSIBILITY CONTRACTORS S ONSIBILITY TO REVIEW ALL DRAWI NGS 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. r' U' tv Cl) - o Z N z 4 J (D CL E3 D IV I 2! 0 cn c! a) C w � p •O LU m o o m W ~8 N 0) 0) M •0 Q p N "00 v LY Co FZ C0 o <C 0, fl Lo rn Q d A 1 B D "°"�° �N N .w p� v p m m N O C;m o0o a N m z w z A� m `•' C? N LU V 5, E 0 y a L Z `e LLIlk i�_ .° G G.CO Zz 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com ts za z zo a w¢�o: �E00 ooww �ow � � J o�0o U 04 t2O Uj z o rL f- 1 z Z Z z J W �f 9W o ~ leV O r U a m,._..,. N` ij E U) W i r Q a Q w Z Eogo �Z LU Ln W, a , LL z LJ.I u ~ N a S i5 N Q Z im Z z o m l.0 06 Z 0- W Jz <Q o � SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAM ES VERSION NO. 4mO SHEET NO. SN ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE CD m 15/32" CDX PLYWOOD OR 7/16" OSB + + i- + + + + + + + 9 ....... ..... + * 4 + + + + + + + . . . . . . . . . . . . . . + + /++ + + +K\ + + , X+ . . . 1 4- _ 4- .4- + RIDGE LINE 140 MPH 003 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C, EDGES & + + + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1 /8" or two 1/2" 602.0 wood panels 2x ^ + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Fillerblocking / 1/8" gap —� FILL CELL STD. 900 HOOK BOND BEAM W ¢ STD. 90° F-71 CONT. #5 CONT. #5 HOOK BAR BAR O E - #5 CONT. FROM ON TOUHIG HIGHEST BOND BEAM v BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN 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. } Small gap 2" min. 2" max. 4" max. Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 118" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails required when indicated or 4" max. 2x_: 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 8" GAP @ TOP sides by 6". - Hangers with sides not containing t. WEB STIFFENER DOUBLE JOIST CONNECTION topdsmouthge ofcuts. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher than 1 �nnih -6- - SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. o Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* S consideration. Check local building �1116" code for appropriate �, details in One 10d box '- `� areas=20 of high or-20 sinker lateral load. nail each side rl 10 -0 at bearing. co i TANK -LESS W/H4_1 CORNER OF HOME > GARAGE SIDE a� x co LO 0 0 E_ na co N N 0 W H C G O O O 5'-0" Q - STUB -OUT FOR O 1'-0" o o ;n GAS METER O ~O • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-Y (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 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. 1T-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) —I Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES --- DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" (10d) nails at 6" o.c. �/ Provide adequate bearing for each lapped joist. Odnails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) 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 Web Stiffener Fastener Schedule Joist Bearin Location Series Depth End Intermediate BCI5000s- 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5- BCI 6000s® BCI6500s® 9-1/2" 11-7l8" 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 BC190s® 17/8" 3-16d 3-16d r)-=4 5-16d 5-16d 16" SIMPSC w/ (22) NAILS T 5/8" d THRU BOLT SIMPSC w/ (22) NAILS 1 R TRUSS 'OP PLATE LC TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULEFOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 I Plumbing HETAL20 INSTALLATION beam below Load bearing wall must stack over I �J blocking and wall or beam below.* Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c, for all joist blocking panel *Non -stacking walls require additional consideration.— CD ME t 6„ A %" ROUND HOLE MAY 6" 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Yz" 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 1Yz" NOTES: 1 JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT, DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" 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.) �1 l III I II II t — P Nail with 10-10d nails. Install tight to top flange. SLEEVE THRU STEM �. SEE PLAN FOR °• • , • ,: • ° FOUNDATION INFO STEM FOUNDATION r--GRADE _MMKIC ccr nr nKr \ 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 0.6 X Joist 0 3�depth i I -JOISTS BUCKETS N.T.S. rvl, %,nHar 1+ rvu 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 H10A • • (WHEN w/ (18)10d x 1 1/2" • REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS I HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION d PVC OR SCH40 SLEEVE r-PLUMBING LINE Z I \' . a • d A SEE FND, PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE d b , .d . d C. d dC G � C ° C d d V ; a. Q SEE FND. PLN. SIZE & REINF. U � zM — o z� 0 z Q Cl- E3 t� z N U° Cl C 4--J w .� p O w � 120 o �t� U W o0 m a) M oEo ® U a1 CM L6 O "� M O C)ul O t 00 �✓ o <Crn 00 � o- o QQv rn ¢ d B D• 'Jl YI O M h N Z LU z U) NLL o o "z 1'.LY Q `; °' w W VCb v rn Z 0 CU E CP LL�Lti� F* 6F �» W oUA w +1 CJ d fib. Q 1b ��✓s�d� f� f@ 01 I I I i Y��Sg�`��� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Oz UJ fF w¢�� UZOO so?z 0 Lu ono CFO zz L ^�^ W fi 1— z z �3 O J Q lJ U rf J ul �Y122 0 8 *k CV CJ) 4 K 0 z ` z ;� W<a ¢O'n z $ z �° F JLn .- •� w W i5 z gam N Q Q z lu ¢z ko z z H CID 2 rn ,--1 0- to s SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAM ES VERSION NO. 4,0 SHEET NO. SN 1 FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP.) VARIES INS 5/8" OR 1/2" HIGHS STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL V (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. <_ T-6". (2) @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > 8`-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & ig @ 6" MAX FROM END OF 2 x PLATE (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH "' PITCH > 4:12 P ° (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS.�- E� II I I II • I I- I I -I I PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. ' ~' I I I=1 �I I -I -I II I I-1 - I MI I -I T z/ HURRICANE ANCHOR @ EACH I ICII I' I �I I -11_,lll � II�III�I III III I- TRUSS (SEE UPLIFT SCHED.) W/ 8" METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rG G JEDGE AILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" N1 ELEV. VARIES FOR ADDITIONAL SLAB `S3 - INFORMATION. LUMINUM DRIP �r 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2"HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS s „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR / GYP. TYPE X„ @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGEABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ 8"x8"x1 6" NOMINAL BLOCK WITH TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ STUD BELOW TOP PLATE STUD BELOW (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. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. L_JL SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > T-6". SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" SLAB & BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND '- (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE `'' ELEV. 0'-0° OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL A.F.F. O.C.) 21, x 6 W1.4 x W1.4 ATTACHMENTS 21" 6 x 6 W1.4 x W1.4 ° ° a WWF OR FIBERMESH V WWF OR FIBERMESH 31/2"MIN. 31/2"MIN. a ° ° ° , ° ° 4 ° ELEV. -0'-31/2" z a ° ° °a 2x4 CONT. ° A.F.F. O _ °-_ ° - _ - 11 1 t 1 1 •. - I IT�I : '31�2 (min.)- 4 - ... ° ° IM ° a a ° LL I,J CD 00 ° a g ° a 4 a a Q N (31/2"(min. -4" l� =m�.LvP '-111 I��II�' 3 v2"(min)-4" =11-11GARAGE DEPTH VARIES II11=11-I I I-1 I 11=� I �' =1 I I I I, -1I.-��T(--III- I =1.L= � I � H ° (2) #5 CONT. 411 ' r t 111-r-1 I 11 8 (2) #5 CONT. 411I�,� ,I I 11 11181, U.N.O. MIN. U.N.O. MIN. STEP @ SHEARWALL C TYPICAL BEARING WALL @ STEP CC GARAGE SLAB AT STEP rB TYPICAL BEARING WALL SCALE: 314 -1-0 S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C 12" N.O. 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. '-SEE SOFFIT SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" 0/C 2x STUD \ SHEET LOAD BEARING OR INSULATION PER FBC AND ENERGY 8"x8"X16" KNOCK -OUT EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT BLOCK W/ 1#5 CONT. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE SECTION C/S3 FOR FILLED SOLID W/GROUT = #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION SEE CC/S3 OR CN LAYERS W/ TOTAL THICKNESS 7/8" OVER SIMPSON SP1 w/ G/S3 FOR ANCHOR 5/8"° x 10" "J" BOLT 24" O/C W/ 2"°X 3/1611 METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" "J" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK (10)10d NAILS (IF NO UP LIFT ON @ 24" O.C. VERT. OR 2x P.T. PLATE TYPE "S" MORTAR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD *SIMPSON SP1 (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR *S 10 10d NAILS SPACED EVENLY FIBERMESH #5 REINFORCING X BOLTS 6" a END OF 2'M PLATEFROM ( ) N WEEP SCREED INSTALLED ARCHITECTURAL TYP.LU 2x P.T. PLATE C PER MFR INSTRUCTIONS UJ FINISH ASSUMED FINISHED #3 OR #4 REINFORCING BAR v N z_ #3 & #4 LAP SPLICE a _III= m 1x2 PT WD FURRING @ 24" O.C. ° GRADE o � ' ° • GRADE 40 MIN. Fy 40ksi ° . C FINISH GRADE °O [GRADE 60 MIN. Fy= 60ksi] a D 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL MONO OR STEMWALL ° Z Cl) - - -_ > �' 25" MIN. LAP [30" MIN. LAP] -' I=1 11= _ g �=1 I I ITII I I I I I I= D• CELLS (SEE FOOTING MONO SHOWN D o - LU U.N.O. ° _ _ O° ° ° R 1 7/811 � FOUNDATION PLAN FOR CLARITY ° 6 MIL VAPOR BARRIER , i (II I ° I -I (1=I I L T 11=III-I I=1 I I=1 1= I, I I I � I -I 11=1I11=1I! N Z #5 REINFORCING BAR -III .III=I 9 FOR LOCATIONS) o D °° - I I I -I I I I I=III-III= (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < V-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) ,_ E 6x6W1.4xW1.4 - WWF OR FIBERMESH ° D. =1-11-III-III- II III-TWIIIL r 1x4 P.T. BASE NAILER p = =1 = = = 1= ? I 1 I ° II I -I =I 11=1 #5 LAP SPLICE (2) #5 CONT. =1 I I=I I ITI I I I I=III I 4"x4" INSPECTION - NOTE: ° D o I I I -III -I III -III -I =I • I I 11=1T_I� �F 31/4" BASEBOARD PORT AT EACH g III -III =I I= I= N FOR BEARING WALL =III=III=III=III- I T COMP. SOIL. (COMPACTED TO MIN. 2500 PSI CONC. SLAB FILLED CELL TYPICAL , W/ UPLIFT ONLY =I o g5 /o MODIFIED PROCTOR ASTM I= I=III=�=I L� I I=III-III IT (; Ir I1 M AT GARAGE CONTRACTOR I- =III=III-I -III III -I I =I -) I-) I I- � ,III D1557) , rI r1 �I MIN PSI MAY VARY PER TO CUT BLOCK OR POUR - lII I LI- I I- I I -III -III III -I I iI - I III-1 4 i -4 MUNICIPALITY. CURB DUE TO SLOPE -III=� llil I II i II �l I -I =1 III I 11 CONCRETE SLAB W/ 6X6 W a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION K"D� TYPICAL EXTERIOR FRAME WALL FOOTING 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"=1'-0" SLAB INFORMATION. SLAB INFORMATION. M -II I 6x6W1.4xW1.4 ° � 31/2" WWF OR FIBERMESH 6 MIL VAPOR -_ �. z �- min.) 4" 8 BARRIER > .f C 4 N a' d 'v GRADE a J COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR co ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 4" 1'.4'1 STD. 90 HOOK (SEE U.N.O. DETAIL) = TYPICAL WALL SECTION rA 0 0 SCALE: 3/4" =1'-0" S3 FV- Q N E OPT: DEPRESS SLAB 5 /" ~ DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND = PAVERS / DRIVEWAY CONCRETE SLAB 14" g PAVERS O.H.D. RECESS z M I r 12 11 's TI-•�I �•a' •,�'.: ' III CL 02 FOR REINFSEE A/S3 . RIN 0 I II I I I I I 1 1 I I� t3ll"MIN. CLEARANCE 1' " (1 STOR ) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 0 1 ` " (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. .4 -(1) #5 REBAR w/ OPT. ' -I I 111=Ti- I I I I -If I1=SCREEN ENCLOSURE TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS E CV ' M Cl) - I �LFr--I I '• '• T� I � I'' - It 00 SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STC RY) RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. 20) HOLD GYP. BD. 1/2" FROM SLAB 0 J CONT. BEAD SEALANT INTERIOR -3 1/2" a CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB C BARRIER - I I I1 L11 '=111=11-11-I 11=1 411 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 8" V-4" 8" 10" (TYP.) #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL W/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SEE PLAN VARIES 1 112" RECESS FOR 6 x 6 W1.4 x W1.4 , FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH N 10d NAILS TO TRUSS TOP CHORD FOR TRUSS C')AT 24" O.C. MAX. SEE PLAN FOR CONNECTION INFO; & LAYOUT DESIGN ° a •. + - - TOP OF BEAM I-I�-I HTS20 SEE ROOF PLAN FOR STRUCTURAL co - -° . _ ° ° I I- (2) BEAM SIZE & CONNECTION INFO �4 7I III 2x4 P.T. 2x4 #2 SYP P.T. FRAMING wJ SEE A/S3/J/S6 -I II I TI II PLATE n,s I MIN 7/16" O.S.B. SHEATHING"- 8" O.S.B. Z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w SCHEDULE COLUMN LOCATION Q > SEE TYP. WALL SECTION FOR ADDITIONAL w 6x6 P.T. #2 SYP > w SLAB INFORMATION. w ABU66 SLAB STEP & RECESS S.G.D.Kom� to SCALE:3/4"=V-0" S3 2X STUDS @ 24" O.C. U.N.O. GARAGE SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 SECURE 2x4 P.T. BTM. PLATE w/ 1 /4"x3" TAPCONS AT 8" O.C. MASONRY WALL AND PAD FOOTING 1/2"GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT r ° 6 x 6 W1.4 x W1.4 N '- WWF OR FIBERMESH M FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2)#5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER 8" MASONRY WALL CONT. FOOTING STEEL .. EXTEND FILL CELLS E TO FOUNDATION PAD MAT REINFORCING. M oo z- c7 Z w o o a_ Ujw cn p o = GRAD a = = = a a _ ;III I a °• �=III=1 11= I' 1 I - _ - I III- -I ! w �II_III III=I�1=1�1 Z =1 • « • °• - - - z a ° ° S • LU MMUNITY SPECS • • • D rririi riri " i 'rririririririririri •' 3" MIN. CLEARANCE (SEE SCHEDULE) SEE FOUNDATION \ \ \ • - - \r\r\r\ • •INFO. TAPERED J� 0 v zo z z �t 0 C: C w �U - 0 111 �C3 U o m W ® E ~-8 mM M f12 -m0 CM,Q1 O 0 N w LL oo U r" m Na oo a) -a- O Al1 B De N. 5DC � N .w O M W v SM , Z W z U) oW 3 0 � �� 2. �1t��ca UM wo Odor ` •.4 wwX E,zlS€ 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 seat. R 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com �Z o: o EF W< x J &80 Q zW� W WZ �gWW a g " ? ��� R /'�\ F o CLJ u.. Q z z Ya z Z Qo N Z � O i v O a U = ~ C) �W O�O U O Z 4 0 L.L g�o� WW<;� uj Foe8 Q �. $oxo Z Z ,-I i� g, tj J r-i w Z LLJ z a Z ,8 a gam �S � O in 00 Z 0- = w ° T-4 V o SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAMES VERSION No' 4n0 SHEET NO. S3 (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA, TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.) —� 2x DEAD WOOD @ MID FOR CLEAN -OUT J, POINT w/ (3)12d MIN. EXTENSION FROM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE ❑ 7 5/8" 8" DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK ❑ STEEL AND GROUT ❑ ❑ PLATE EVENLY WALL IS 1 1/2" MAXIMUM HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR INTERIOR ❑ ❑ ❑ FACE OF BLOCK WALL IS 2 1/4" J 2x BLOCKING @EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1)10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. SLI 12 SEE TYPICAL WALL SECTION (Np) SEE ELEV. 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/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER F ++ � STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING b FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6' O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d r" NAILS AT EACH STUD g N 2x P.T. PLATE �t 5/8" x 10" "J" BOLT @ 24" O/C MAX 2 W/ 8" EMBEDMENT N 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. :::/ ­�::: AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONIC. FILLED CELL W/ a 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. Ir 'x 00 0 0 I < MOUNTING BASE NOT SHOWN In FOR CLARITY SEE DETAIL K/S4 o = SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE E2 GENERALNOTES v SLOPE FORWARD\ El FOR DRAINAGE —SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL TO DRAIN DOOR OPENING DOOR OPENING EXTERIOR WALL CLEAN -OUT A WALL ❑ ❑ SCALE: N.T.S. S4 FDI 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 KBNMASONRYLAYOUT rD S4 SCALE: N.T.S. S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT a a a, e a Q a p 8STD. 90°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: FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. 0 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9112" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J a r W O FORM CREATES CONCRETE RECESS TO 2X4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF " GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. a SCALE: N,T.S. d a a BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE POURED CONCRETE BASE FOR TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. S�cFp ,Do �N 2x CRIPPLES @ — ' 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6fOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEELAND GROUT FULL 8x8x16 BLOCK DOOR OPENING -fit 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 W/MOUNTING ANGLE rOP a aARAGE )OOR NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1)LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER '­(2) 2x HEADER SEE PLAN • 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 �R { SIMPSON HTT4 TYP. Op 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. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 12 (TYP.) SEE ELEV. SIMPSON SP2 w/ (12)10d NAI _ AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8"THICK. CRICKET AS REQUIRED BOUNDARIES 6" O/C EDGES & 8" BLOCKING (" O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) fI�I�7;rI�_�XI�i9le3Tilijl 1 #5 VERT. IN CONC. FILLED CELL W/STD. 900 HOOK IN K.O. BLOCK TYPICAL INTERIOR NOW ALT. KNEEWALL ABOVE MASONRY WALL DETAIL E S SIMPSON SP4 2X TOP PLATE OVERLAPPING TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END w a. 2x TOP PLATE 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE FEQUAL @ 12" O.C. SEE A/S3 FOR STAGGERED FROM BOT. REINF. INFO. PLATE TO CONCRETE SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF %9,, SPLICE STAGGERED • M • -10d @ 8" O/C 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 M SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON C SIMPSON SP4 SP2 P.T. ATE TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL SIMPSON SIMPSON SP4 —� SP2 -� NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSC SP4 BEARING WOOD FRAME WALL � 4, SCALE; N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) HTT4 w! (18)10d NAILS (3610# SPF) °o ° • ° o HTTS w/ (26)10d NAILS (4670# SPF) • ° ° • DTT2Z wl (8)1!4" x 1 1/2"SDS (1835# SPF) HDU2-SDS2.5 wl (6)1l4" x 21/2"SDS (2215# SPF) HDU4-SDS2.5 wl (10) i!4" x 21/2"SDS (3285# SPF) HDUS-SDS2.5 wl (14)1/4" x 21/2"SDS (4065# SPF) ° o ° • ° ° • _ • • HDU8-SDS2.5 w/ (20)1l4" x 21/2"SDS (5665#SPF) • HDU11-SDS2.5 wl (30)114" x 21/2"SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT W/ WASHER &NUT • FOR DTT2Z USE 1/2" DIA. x 12"EPDXIED A.T.R. MIN. 8" EMBEDMENT wi WASHER & p - NUT • FOR HDU8 USE 7l8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT wl WASHER &NUT • FOR HDU11 USE 1" DIA.. x 12" EPDXIED A.T.R. MIN, 8" EMBEDMENT W/ WASHER &NUT N ° HTT / HDU TENSION TIE SCALE: NTS S4 10d NAILS @ 6" STAGGERED Zo I J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE ROOF TRUSS ABOVE 2X BLOCKING a 2X8 P.T. BOTTOM P ATE C 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) C SIMPSON SP4 -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY 11 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 STAGGE RED TRANSOM FRAMING ° ° BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES ° rE SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10)10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY ("R� SCALE: N.T.S. r' SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF %9,, SPLICE STAGGERED • M • -10d @ 8" O/C 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 M SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON C SIMPSON SP4 SP2 P.T. ATE TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL SIMPSON SIMPSON SP4 —� SP2 -� NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSC SP4 BEARING WOOD FRAME WALL � 4, SCALE; N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) HTT4 w! (18)10d NAILS (3610# SPF) °o ° • ° o HTTS w/ (26)10d NAILS (4670# SPF) • ° ° • DTT2Z wl (8)1!4" x 1 1/2"SDS (1835# SPF) HDU2-SDS2.5 wl (6)1l4" x 21/2"SDS (2215# SPF) HDU4-SDS2.5 wl (10) i!4" x 21/2"SDS (3285# SPF) HDUS-SDS2.5 wl (14)1/4" x 21/2"SDS (4065# SPF) ° o ° • ° ° • _ • • HDU8-SDS2.5 w/ (20)1l4" x 21/2"SDS (5665#SPF) • HDU11-SDS2.5 wl (30)114" x 21/2"SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT W/ WASHER &NUT • FOR DTT2Z USE 1/2" DIA. x 12"EPDXIED A.T.R. MIN. 8" EMBEDMENT wi WASHER & p - NUT • FOR HDU8 USE 7l8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT wl WASHER &NUT • FOR HDU11 USE 1" DIA.. x 12" EPDXIED A.T.R. MIN, 8" EMBEDMENT W/ WASHER &NUT N ° HTT / HDU TENSION TIE SCALE: NTS S4 10d NAILS @ 6" STAGGERED Zo I J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE ROOF TRUSS ABOVE 2X BLOCKING a 2X8 P.T. BOTTOM P ATE C 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) C SIMPSON SP4 -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY 11 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 STAGGE RED TRANSOM FRAMING ° ° BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES ° rE SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10)10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY ("R� SCALE: N.T.S. r' w �r Z M _ O zCD z U) ClV) 0 �--� LU .O Lu oco .� � o m W aimN M co COM C) O o N L U_ W tv o < in be o m u, g:S �Qa B Ds N C•B•D C N �O m , Z W M,-aZ z U) LLg LLIy N a �NJ_�c�o 0 Z ago' c 0 Nf ig 6C-.6 t WL I a � `��ww X b A � 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Oz Up Uj f� '� o¢o�� zV�Q W J uj CC N V o Q L- a z zo rz zZ O= f V Ch � cn -. -I o�Z o f- fog W 0�� [!a! (114 - ¢ T � Q N ¢¢fa o��o z z r4 u o�u r zpp i J � C a�� FYO Uj G Q F ' dam- Z z SUS z � _ < f On 000 r-1 d V) o SCALE : AS NOTED DATE : 10/2/2018 TECH: M)AM ES VERSION NO. 4w0 SHEET NO. S4 SIMPSON HGAM11 W/ (4)1/4"xl 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 H1OAw/ (18) SIMPSON SP4 w/ (6)10d x NAILING SCHEDULE FOR TOENAIL W/ (2) 16d NAILS SIMPSON H10A w/ (18) 10d x 1 12" AT EA. �� 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 2x4 1 12 AT EA STUD USE BACKNAIL w/ 2 16d NAILS SHEATHING DETAIL 10d x 1 12" AT EA. SEE STRUCTURAL NOTES ( ( ) OUTLOOKER OUTLOOKER SP6 FOR 2 6 WALL USE @ 24" O.C.7 NAILING SCHEDULE FOR OUTLOOKER AND NAILING SCHEDULE TOP CHORD SHEATHING DETAIL @ 24" O.C. FOR SHEATHING DETAIL BLOCKING FOR FIRST FOUR 45°± TOP CORD BLOCKING ROWS OF 45° ± 24 MAX' TOP CORD BLOCKING 2X4 CENT"L" BRACE TRUSSES @ SIMPSON H1OA w/ (18) FOR FIRST FOUR FASTENED W/ (2)1Od 3" FOR FIRST FOUR ROWS EDGES OF 2x4 CRO BRACE 1 Od x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" 0/C. CMID HEIGHT OF TRUSSES @ EDGES SHEATHING APPROX. 8" FROM • OUTLOOKER EDGES OF OF SHEATHING TYPICAL TYPICAL RIDGE FASTENED AT @ "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 48" O.C. EACH JOINT W/ (3) 10d AT LEAST 90% OF WEB @ 8'-0" 0/C. EXTEND AT LEAST 90% OF MAX. & (2)1Od TOE NAILS @ 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 H2.5A w/ (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/ 1 Od EA. END NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1 OdX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" SHEATHING ATTACHED THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS w/ 6 6" O C' "T' INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ 10d NAILS 1 @ EDGES AND 12" O.C. FIELD 2x4 PANEL BLOCKING @ 2x4 ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FOR THE FIRST (4) FASTEN WITH 10dx3" @ 4" 0/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE ROWS OF TRUSSES FROM @ 48" O.C. 5/$" x 10" "J" BOLT @ 48" O.C. WEEP SCREEQ EA. END TYP. MOISTURE BARRIER BOTTOM ATTACOHED w/ (2 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)10dxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. 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)10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4)1/4"x21/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" '� EMBEDMENT IN KO BLOCK GABLE WEB SECTION 2 WEB', USE MSTAM36 w/ (7) 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE BACKNAIL W/ 2 16d NAILS SIMPSON H10A w/ (18) X SP8 FOR 2x8 WALL) SEE STRUCTURAL NOTES — AND NAILING SCHEDULE FOR SHEATHIN DETAIL 2x4 OUTLOOKER @ 24" 4" MAX. O.C. (OPTIONAL - SEE ELEVATIONS) DOUBLE TOP PLATE 2"x4"CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT W/ (2)10d & (2)10d EACH JOINT W/ (2) TOE NAILS @ EA. END 10d & (2)10d TOE 2x FRAME WALL (SEE WALL NAILS @ EA. END SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD END TYP. TOP & (2) 16d NAILS BOTTOM ATTACHED 48" 2x BLOCKING W/ (2) 16d TOENAILS 2x4'T" ON TOP OF PANEL SIMPSON H10A w/ (18) 1 Od x 1 12" AT EA. OUTLOOKER (2)16d 2x4 OUTLOOKER @ 24" O/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ "MAX. EDGES OF SHEATHING TYP. -"L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) r-GABLE TRUSS —1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C BLOCKING, FASTEN WITH SIMPSON HGA1OKTw/(4)1/4"x1 1/2" J SDS SCREWS TO TRUSS & (4)1/4"x3" 10dx3" @ 4" O/C SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12)1Old 2x4 LEDGER (MATCH BOTTOM DBL. TOP PLATE NAILS AT EACH STUD CHORD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION ALi SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 REFER TO DETAIL J ON SHEET S5 FOR X-BRACING, AND TOP N r f N O SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR 1 Od x 1 12" AT EA. OUTLOOKER 2x4 OUTLOOKER @ 24" O/C TOP CORD BLOCKING FOR CHORD BLOCKING INFORMATION _ in °° SHEATHING DETAIL FIRST FOUR ROWS @ EDGES 1 1 1/ 2"x4" CROSS BRACE 24" MAX. OFES WOOD TRUSSES � � APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND -2X4 RAT RUN BRACING Y 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 `�ul� i t�l 2x4 PANEL BLOCKING 1/2"CDX PLYWOOD OR 7/16" AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ 1) ROW (3) 2" x 4" LAMINATIONS W/ 1 ROW ( () (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF @ 48" O/C FOR THE FIRST (4) ROWS OF (2) 16d NAILS OSB SHEATHING ATTACHED W/ 10d NAILS @ 6 O.C. " 2x4 BLOCKING 24" @ 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 O/C w/ (2) 16d TOENAILS @ EA END (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL NOTES: END TYP. TOP & BOTTOM ATTACHED JACK TRUSS SEE PLAN FOR 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL 2x4 "T" ON TOP OF PANEL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" 0/C (2)12d TOENAILS EXT. WALL CONN. COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARING LOCATIONrDB.U.C. SAME NUMBER OF ROWS SAME SPACING � ) SECTION g SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS rT� _ ADDITIONAL INFORMATION. N f\ L 45' N t MINIMUM 2x CROSS BRACING (SEE PLAN FOR LOCATIONS) (2)16d PER JOINT 00 0 CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL ("_J� t SCALE: N.T.S. 2"x4" OUTLOOKER @ 24" O.C. W/ (2)10d PER JOINT 1 Odx3" O/C @-/ 2"x TOENAIL 6" O/C RU W/ (2)16d TYPICAL NAILS ALTERNATE NON -DROP GABLE END DETAIL 1 GABLE TRUSS F,- "L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE °2 12 AND LOCATION) 6.9 MAX. F- Go W 0 s S5 SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES SCALE: N.T.S. SS 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' /C 2 x 4 BLOCKING w/ (2)1 Od WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) 0 z w BRACING w/ (3)10d x 3" AT • EACH CONN. @ 24" O/C SIMPSON HGAM1OKTA w/ (4) MOISTURE BARRIER 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" BOND BEAM TITEN TO CMU MASONRY WALL [It 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C�Ell TYPICAL GABLE TRUSS WEB -J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS 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 "1 r- CONTINUOUS BOTTW CHORD BRACING 2X4 MIN. 1112 1 ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 07- T-0" T-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1 Odx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xi 1/2" SDS SCREWS TO TRUSS & (4) 14'x3" SDS SCREWS TO PLATES (TYP.) r-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. o a 2 Y CORNERJACK Q � W z O U HIP FRAMING REFERENCE PLAN 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN /TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES AS PER BCSI 1-13 SCALE: N.T.S. SCISSOR TRUSS 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING 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 l 0 V 0 Z f; 0 z� z Q n tto' (9 W eva .1--i uw ru •p W v �� o r6 o^ m W F� wig N M M -T-N Si O o s ti co U < Qo m Nao �av rn Q d Al B D® N B `° ,. N N H O N O� ''ihri 00 Z Nmz z° I� `W �/ r M� C o. as C L L O.—Ck WL13 Z`s f'4� •ur n 11° VW 1 .0 . 64� 4 , 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. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oz 0 Q9 Wa0� 0: UZoo Zz W � 2 ujW _ O��o " 8 LU Ln ` ^ Zo Q U 2:Z z Q C 4% FE 2 LJJ O M a aJ Z QW oRg "ga N E LL 0a�� z¢Za � W a Q w R Q ol"�� Z u.0 aL LU aW� S cV Q Lu 0- 'Cr z IZ a ¢ o � m «b z g W— = r1lO a rn o SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAMES VERSION NO. 4mO SHEET NO. S5 t 1A �a DOOR JAMB (REFER 1X4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER TO SHT. SDW2-K1 1 X 4 1/2" DRYWALL TO SHT. SDW2-K1 P.T. RA 1 TO SHT. N. DETAILS FOR CONN. DETAILS FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4 1 X 4 3-1/4" LONG X 3/16" 0 1 X 4 FURRING 3/16" 0 X 3" LONG FURRING TAPCONS 3/16"0 X 3-1/2" LONG FURRING TAPCON. INTO STAGGERED @ 16" TAPCONS STAGGERED 2X8 BLOCK@ SPACING 1 „ DETAIL 1X8 P.T. O.C. 2-ROWS INTO STAGGERED @ 16" O.C. 2-ROWS INTO 1X8 PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL MASONRY THROUGH 3t� DETAIL 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. 3/16" x 3 -1/2" a TAPCON @ 16" O.C. & 4" FROM 1X4 P.T. 3/16" x 3 -1/2" DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR TO SHT. SDW2-K1 2" EDGE DIST. TO SHT. SDW2-K1 CONN. DETAIL FOR CONN. DETAILS FOR CONN. DETAILS 10d @ 12" O.C. 1 X 4 FURRING 2X8 P.T. WITH 3/16" o X 3" 2x P.T. AS REQ'D 2X8 P.T. LONG TAPCONS STAGGERED @ 16" O.C. 2X8 2x DETAIL 21 /4" DETAIL 2-ROWS INTO MASONRY 3-1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45" DIAGONAL (4)10d NAILS INTO BRACE(S) 7/16" OSB 2 x 8 BRACE/ BLKG. BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)1Od NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS INSTALL WDW. SCREW ANCHOR( INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2'-0" SECTION A -A 8" 1A" x 31/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED —2 x 8 45 DIAAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B � 1/4" MAX EMBEDMENT INTO�\) t 2'-0" 8" PROPER INSTALLATION MAX. $ FILL SOLID BOTH CELLS #5 REB, (TYP,) STD. 90 HOOK (1 +5^ NOTCH WEB AT FIRST 2 COURSI UPLIFT CAPACITY = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"x1 1/2" SIDS SCREWS & (5)114" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7)1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH NAILS SIMPSON BLKG. & BUCK 2X6 TO 2X4 H2.5A w/ (10) 1 X 4 FURRING 8d NAILS 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)1Old = PROVIDE 2 x8 DIAG. BRACE BT P NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x , CONT. W/ (3) Ck VERT. BRACES WHEN HGT. OF _ TAPCON AT EA. SIDE 12d NAILS BRACE EXCEEDS 24" NV BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ., TO BE INSTALLED I BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4%" WOOD 8d NAILS START OF ARC 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE (2)1/4" X 31/2" TAPCONS AT 16" INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. y ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL rK SECTION @ ENTRY L B—B SCALE: N.T.S. SS SS SCALE: 3/4" = V-0" CD O O J GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. 00 B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP > EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED, ALL MORTAR SHALL BE = TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION, (PLACE EXPANSION STRIP o A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT, FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER �2 COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING C SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP E LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE s THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL o REINFORCING AS FOLLOWS: PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT CD N PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ o x H F MORTAR BED AND TROWEL COVER ALF 0 0 C R PANEL REINFORCING WITH UPPER REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT v FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS a TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R1 N 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN N GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH', PER PITTSBURG CORNING RECOMMENDATIONS FOR W INSTALLATION OF GLASS BLOCK. A— FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION DO NOT DO THIS kR ♦ w, THE :S x / TRUSS 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL—/ SCHED. PRECAST LINTEL MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL #5 REBAR (TYP) 400 040 90° HOOK (TYP.) FILLED CELL INSTALLATION SCALE: N.T.S. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" *DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD ''P, PLYWOOD SHEATHING BLOCKING AS REQUIRED TO SUPPORT + SOFFIT + + CENTER SOFFIT SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" =1'-0" SS W.W.M. AT PERIMETER SIMPSON HTT4 w/ (18)10d x 1 WHERE THIS CONDITION 1/2" NAILS TO STUDS & (1) - (1) #5 BARS CONT. OCCURS 5/8" DIA. ALL THREAD ROD TOP WITH MIN. 3" EPDXIED w/ SIMPSON "SET" COVER 6-0" �,-F.F. EPDXY MIN. 6" EMBEDMENT 8 /I 3" MIN. EDGE DISTANCE p' p D p—r 1 D ° GRADE fN p D (2) #5 REBAR. MIN. 3" 16" MIN. COVER EA. WAY JL SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" ¢FF CI Pr—T 1112 AND FOR RETROFIT FOR MISSING MSTAM STRAP SCALE 3/4" = V-0" z 0 Q tl 0 LU LL U N @ FIRST COURSE 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED — AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD /— ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED ,-2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 1 Od @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL - SIMPSON HGAM10KTA @ 12" O.C. w/ (4)1/41 1/2" SDS SCREWS INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK H RETROFIT FOR MISSING EMBEDDED STRAP SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL COURSES SOLIDD W/GROUT a FOR OVERHANGS BETWEEN OVER 1 112" ° CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. a' OVERHAN n' RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D, 1'-0" 6-0" ° ° A' > 4 .. #5 BAR 10 ° p ° p ° . .• CENTERED W/ g ' 4 4 "4 9 H IN TOP o ° p KNOCKOUT / N ° ° CHAIR BLOCK _ p MONO FOOTING ' SIZE AND REINF. PER PLAN ( D' °. AND SECTION DETAILS -I CLEAN FILL .4 ° A. DIRT Z •°,• �ASTANDARD 90 HOOK #5 BAR IN FILLED CELL, —, Ls — STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" DTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC DNTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY I_EXISTING FOOTING RETROFIT FILLED CELL DETAIL r���.r.awa�rirs nr 4" SAW CUT A SECTION j SCALE: N.T.S. SCALE: N.T.S. V CDLO Y Z M _ a z to z E3 ul (D cn 4--j w � 0 ,O w m N L.L! I— ads M M � N-0 Cl) 2 aS 008 o ¢rn N no .4 Qv a Q d A I 01D.1 N C B D C �msoJI cn 4, Z Wg� ° N Z z d M i_ .= LL W LLI Z A tw w `a ?LL� Ga •bo U0. 0� �N�,qo To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com FGO NCz G� LU fa F- uj $ U U U Z Z w Z wo I-� o"�uo J "oLuo a L ^ L.L z z �o z z n3 Qj W 2:OU = J U) C W 9 1�poo o J, <C <8� F— LU I•. J N $aa< Q ^ la-oLU o��°` z z �o�o UW1 & �j LU J �--� w V..I Q~o W -z ¢ z OL N z z �<C z �i0 0° W oo Z N Q ui � ,-1 -D= 1 0- 1cn s SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAMES VERSION NO. 4nO SHEET NO. SS ' If a Y 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 NAILED TRUSS PLATE INSTITUTE NOTE THAT THE COMBINED WIND AREA IS GREATER ( ) N. 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---� COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX & EACH END ALTERNATE BETWEEN EA. TRUSS DIRECTION TYP. —� v C> 0 0 CV 00 00 LO .10 J ~I a 00 EIE TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B /TRUSS OR / ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL t7 1 SCALE:NTS \ DIAGONAL - AT 8'-0" MAX CB TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH v 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 Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �'A TRUSS USSES (2) 12D NAILS —� AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE:NTS HIP G.T (2) 2x8 #2 SYP w, O.S.B. FLITCH PI TOP @ TRUSS E U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMP80N 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 #2 SPF 48" O.C. W/ (4) w/ (12) 10d NAILS CENTERED AT SIMPSON HUC410 w/ (14) SEE PLAN L. FOR CAN 16d INTO HEADER & (6) 10d TOP & BOTTOM SPLIT TO TIE 16d 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"0.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM 2X4 CONT. AT—/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT OL VARIES ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d COMMON TRUSSES. TOENAILS TO TOP SEE TRUSS PLAN PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION NAILS TO TRUSS SPF TOP INFORMATION. BOTTOM CHORD PLATE 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 16" O.C. MAX. INFO. SECTION @ ENTRY K8 SCALE:NTS 11`771 SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN FOR COLUMN SIZE INDICATED ON BM. & ADDITIONAL INFO. L-- SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON SC EDULE/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT A SEE ROOF PLAN FOR BEAM SIZE & SCALE: 3/4"=1'-0" CONNECTION INFO. BM. SPLICE OVER CENTER OF POST A A I SEE PLAN FOR SIMPSON MTS18 w/ (14) —� 10d NAILS TYP. U.N.O. SEE PLAN FOR CANTILEVER IF SEE FLOOR PLAN FOR INDICATED COLUMN SIZE & ADDITIONAL INFO. --':'NNkF (WOOD COLUMN SHOWN) 0, 0 CORNER SEE FOUNDATION PLAN FOR MORE INFO 5" �X 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 @ FLOOR CONNECTION 22 SCALE: NTS SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. GABLIl TRUSS 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM MIDDLE SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. • MASONRY WALL BELOW: SIMPSON a<. HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL a 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 Q 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 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @cy ENTRY FRONT WALL s 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)1Old PER NAILING SCHEDULE ' SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. • • SIMPSON LUS26 w/ (8) 10d NAILS 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 ROOF/WALL 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/—� (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 i 4 in! u i ' 0 t z o z z a V) (D � W Q)m -V — Ow U o m N t IJ h N co m l0 'O co S g? MIN C) �S O o0 t uco co o n3 ti a<o 11 N— 'N 40 N h N �N� Z W � E z tA DC ~moo w W WV �=LLo a Z li42N�e�d LZ 1 II/ ,� W.FD % •'"- h "' OF •,p "a�� Qq:q - E, ,. /NIi1111110°0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 4600 W. Cypress St, Suite 200 I Tampa, FL 33607 WWW.LennarTampa.com Oo Wo f� a °d it DEB° gZ yREyazz 7-a�J Viz W low L zo f z '" > _p a LL z "a 7� � Z C GO "0 OZ5 :3 w U = V' 7� C µo�oz o 'Q 5 8 S I— tj wamR C-4 W C, ��0¢ z Z � W'-a� Z Ro W 2 L.r)Lija W Q Q NH�U <<z fV� z Z N' oo Z g = R a uj O 17-11 ,--I a cn s SCALE: AS NOTED DATE : 10/2/2018 TECH: MJAM ES VERSION NO. 4nO SHEET NO. D 1 t"- co WEATHER RESISITIVE BARRIER � U HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weat THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING -� DO NOT FLASH OVER BOTTOM NAILING FLANGE NOT USED SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERE[ FLASHING DECK JOIST NAILING FLANGE WEATHER JE BARRIER & 1ARILY SECURE EXTERIOR SHEATHING WOOD FRAME CONSTR. SELF -ADHERED FLASHIN BY LAPPING DOWN -� OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI: UNDER DECKING ED FLASHING (SEE DETAIL WP07) 8 2 SELF -ADHERED FLASHING M Q WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING �- SELF -ADHERED FLASHING SUBFLOOR RIM JOIST SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. INSTALL SELF -ADHERED ADHESIVE TO BE APPLIED UNDER FLASHING JAMB &HEAD THRESHOLD OF DOOR AND RETURN FLASHING, SEE UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER NOT USED SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING PATCH HERED FLASHING 8 2 WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH 0 SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS THROUGH SELF -ADHERED ASPHALT ADHESIVE ADHESIVE FLASHING SELF -ADHERED FLASHING E �o SELF -ADHERED FLASHING INSIDE CORNER SCORED RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) �Ground� FOUNDATION WEEP SCREED NOT USED Water Resistant Barrier Lath Sheathing Stucco FLASHING REQUIREMENTS R609.1 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. R703.2 Weather -resistant sheathing paper. One layer of No.15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.4 Exception: Omission of the water -resistive barrier is permitted in the following situations: 1. In detached accessory buildings. 2. Under exterior wall finish materials as permitted in Table R703.4 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.6.2.1 Weep Screeds A Minimum 0.019-inch (No. 26 Galy. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELTARE REQUIRED BEHIND STUCCO. FBC R703.2.1 Detail Instructions Refer to the number marked asOin each detail that corresponds to the numbered items in the list of instructions below: 1. install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 718" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all ,.- 4 r, j 0 V 7` M 0 _ CIDz� z Q ( Z 0 0 a) C_/3 4--1 w U -- ID O L_U (A E o Co CN W E ~8 m C7 M (C`6a CMM ai o00 U rL-LCO cc C <t6 Y �o� a Q d N O v O V U) O O M - N c? f� '� Z `W �za] � G W c a LU - a; � LL ' a W Q E - L 15 O O Srn, .Z 4 Zug V o a? W Q C14 i a o� �o 0 WWW.FDSENG.COM 00 0 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. monak LENNAM 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com �Z W� Z g �a Zaa W QC:R rzoo Z U Z gG� W C/J Z Y J � A J U W N '<` Q Zz L LL LLJE C) Z a N3 5" O 0 O J W LU =0) 1� cc CL LU 9 O (] Ot3 LLl ¢U� QJ `'....•� Q U O d' Q CC o <¢12u: Q o��� z Wo2o LU _J rl W LLl � Q a Z 8 ~�a gF� 1WZ IIy d- ¢ z z Ryoy 0 06 ZJ �( = V1 a Ia cn s SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAMES VERSION NO. 4mO SHEET NO. W P 0 a 1 ' March 20, 2018 Re: Wood Construction Connector Compliance for 2015 International Codes & 2D17 Florida Codes To Whom It May Concern: Section 2303.5 of the 2015 International Building Code (IBC) and 2017 Florida Building Code (FBC) specifies that joist hangers shall be tested per ASTM D7147 Testing and Establishing Loads of Joist Hangers. Previous versions of the IBC and FBC required testing to comply with ASTM D1761 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 at7/84nch deflection 3. Calculations per American Wood Council National Design Specification for Wood Construction (NDS) The primary changes in ASTM D7147 are requirements to measure properties of the tested materials, such as steel strength, fastener strength, and wood specific gravity. The tested ultimate loads must be adjusted when tested material properties exceed the specified properties. ICC Evaluation Services (ICC ES) revised AC13 Acceptance Criteria 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 loads to the new standard to update our product evaluation reports to the 2015 I -Codes. As soon as the updated evaluation reports are completed, we will apply for Florida. Product Approvals. However;, reevaluating a large number of products will take time. While manufacturers work with product certification agencies to update their wand connector evaluation reports, we recommend that building departments under the 2015 1-Codes and 2017 Florida Codes continue to accept code reports showing compliance tothe2012 and 2014 editions, respectively, until July 2018. The information in this letter is valid until 6/30/2018 when it will be re-evaluated by Simpson Strong -Tie. Please visit vnvw.strondtie 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. Keith Cullum, P.E., LEER AP dwfBDW Engineer, Southeast U.S. Branch Page 1 of 1 Senpson Strong -Tie C-pany Inc. 2221 CountryLane McKinney, TX 75069 Phone: 072.542.0326 Fax 972.542.4139 umvr:shonade.com CU cn U N p C CD Q O O CU O O Q N s- a Q � (a '+^d .� V / Q z O � U O -&-eep �_ O LL c- U O L V/� �V m n� 1..f. L. W Z W Z J Z Q J SHEET PA 1,0 NO. e. A3 FL17244.1 ESR-3455 A23 FL10446.2 ESR-2806 HD210-2 FL17232.3 ESR-3445 HU210.2 FL10656.4 ESR-2549 HD212-2 - -FL17232.3 ESR-3445 HU212-2 FL10656.4 ESR-2549 Hp216 FL17232.3 ESR-3445 HU216 FL10856.5 ESR-2549 HD218-3 FL17232.3 ESR-3445 HU216-3 FL10858.1 ESR-2549 HD28 FL17232.2 ESR-3445 HU26 FL10858.3 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 FL17232.4 .ESR-3445 HU412 FL10858.9 ESR-2549 HD8.10 FL17232.4 ESR-3445 HU810 FL10856.10 ESR-2549 HD0410 FL17241.7 ESR-3444 HUC0410 FL11468.11 SIM200804 HGA10 FL17699.1 Evaluation Report HGAIOKT FL11470.4 SIM200803 HGAM10 FL17699.7 Evaluation Report HGAMIOKT FL11470.4 - SIM200803 HHCP2 FL17236.7 ESR-3448 HCP2 FL10447.2 ESR-2551 HTA16 FL17880.4 Evaluation Report HETA16 FL17473.5 SIM200802 HTA20-18 FL17880.4 Evaluation Report HETA20 FL11473.5 SIM200802 HTT18 FL17324.2 Evaluation Report HTT16 FL11496.1 ES•0130 HTT45 FL17324.2 Evaluation Report H7T22 FL11498:1 ES-0130 HTW16 FL17244.8 ESR-3455 HTS16 FL10456.22 ESR-2613 HTW20 FL17244.8 ESR-3455 HTS20 FL10456.23 ESR-2613 HTW24 FL77244.8 ESR-3455 HTS24 FL10458.24 ESR-2813 HTW30 fL17244.8 ESR3455 HTS30 FL10458.26 ESR-2613 HTWM18 fL6223.2 Evaluation Report HTSM16 FL11473.11 SIM200802 HTWM20 FL6223.2 Evaluation Report HTSM20 FL11473.i1 SIM200802 HUGT2 FL8223.3 Evaluation Report HGT2 FL10456.18 ESR-2613 HUGT3 FL8223.3 Evaluation Repo PRODUCT APPROVAL SPECIFICATION SHEET (2018j March 28, 2018 As required by Florida Statute 553.842 and Florida Administrative Code 96-72, 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 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 and8mooth-Star(NON-IMPACT) FL20461.1 +67.0/-67.Opsf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.6 +67.0/-87.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) F�0461:9 +87.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) p�0,t61_14 +67.0/�7.0 psf ThermaTru Classic -Craft and Benchmark FL15225.1 +67.0/-67.0 psf ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 psf ThermaTru FiberClassic, Smoothstar, ClassicCraff, Rustic FL7640.1 +87.0/-67.0 psf B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0l-40.0 psf PGT Series 5570 FL251.10 C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psf Clopay Building Products Residential WindCode Doors W5 (18X7) FL15279.53 +30.0/-30.0 psf Clopay Building Products Residential WindCode Doors W6 (8X7) FL15279.85 +38.0/-42.0 psf Clopay Building Products Residential WindCode Doors W6 (18X7) FL15?79.102 +37.0/-41.0 psf D. METAL LOUVERED bRS 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 Ft239.7 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 N/A PGT Series 5500 FL281.1 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 B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - f115272.2 +70.0/-70.0 psf C. OTHER 4. ROOFING PRODUCTS - - A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328.6 NIA C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL18918.4 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 Borel Tile Villa 900 FL7849.27 - FL7849.28 N/A Boral Tile Saxony 900 FL7849.18 - FL7849.20 N/A F. METAL ROOF Gulf Coast Supply & Manufacturing, LLC 0.032" Aluminum GulfLok 18" wide roof panel FL11651.2 R3 N/A 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15078.1 - FL15078.2 NIA All American Shutters &Glass Galvanized Steel Storm Panels FL17869.1 N/A 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 N/A C. ENGINEERED LUMBER Weyerhaeuser Rim Boats, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL156.1 N/A Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A The products listed below did not demonstrate product approval at art review. I understand that at the time of inspection of these products, the following information t o p d p cal i p must be available t 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, 1 understand these products may have to be removed if approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE Florida Department of Business & Professional Regulation Florida Department of Business & Professional Regulation Building Codes and Standards Ftp 1 Building Codes and Standards papal Product Approval Application De all 1 srJ01e Product Approval Application Detail 115014 FL4M04 i4t2 am Slit= gala Zak 2MLba m 21a FL92SM4a g96 Seats or am ➢ere Daft Pending no F Pee brio version jiggliftfilgagg contest EmleeriLieoe vAuddmlw V Uri W AW RM Plre99■al Agswavad am& TIM version lYDrdaage Yawed DWrsafe FiS'cAersYtl Agarsyerl IN" Ore version mastardrm[ Revision 2017 Therms -TN Carporown Rbk Wight Lyndon F. SEMYtlL P.E. Ryan J. ring, ➢.E. 10116=17 07/1212017 WSW? 12/12MD17 Approved Rein 2017 Tho m i-TN corporation Ride WnpBt Lyndon F. 8011mWL P.E. Ryan J, Kig, P.E. I W15I2017 07/122017 10/18=17 121111J017 Approved Revision 2017 Therms -TN Corporation Category: Exedor DOM (419) 2WI740 PE43409 (813) 7874M CWga y: Exterior Dom (419) 298.1740 PE43409 (813) 7874555 Calopay: ExWbr Door DAssembges SabCabpory: Svbgkg Exledor oor dd�rw cw6W9ooneukerw. SubCaMpo7: Swinging EAwks Door Assemblies 11dow®mbitlpcensukante. Exterior ema GeBgaalseflaatell Evfladon Re9antmf ll opored OOB1 CarpWns&%On& Evoruatlon Report from a Con Compute a mod"npingalu"on WfrDoor a ROW Wed Florida Re➢ Archvaludw Arm Florida FlofawbrW Florida Flagellated Arohasd or a Licensed Florida Probeskna En~ Florida Archled or Warned Florida Ry Esod� ors LioeruM Florida FIAZMIJU fond Products FL02OM4t2 precludes FLMMM4t2 Produces p Oath! 2eaalAmaaea s okte eoerIn sid forNVNZ Ao�WHIC In marl me�emQli: !rim 8e lesion preasours Ikon 9NELANWIM S Approved far Use Approved It him OLSON@ far Use "VNZ imam 2two lk1� P9mm Imam 1 a. Thertna-TN Fiber-Clessk and 8moaSr-Star Nominal Sdi39;8 8quatNoMmpaddquot Opaque 127J12020 No vas O No WA WA 8 L Tmsnrrs-TN F@erCtaaic and 8nasev3<er ebmYiel 88f39;08 mgd&qua; opaque/21312020 No vas No WA 9 I. Tlrma•TN Fbor4)issek and Srtrdh4W composite Edge FaerpWs Single Door Firgbq Single DoOf (haaposlqu gloss (krwbglOuiswing; x aodgwatlon) (Ir�g; X aordlpCompositeedge F.IAiMt4U g9d! 1tilkLgr 2e gee DebhBdm )gig FLNMI fggt zn wt 2do gain Dole Zak Fla2Mt14t2 gads mm Yard= )sae rg" lwmm nWaWad MAm®W ApQtoved liars um Yemen Ahnubohm GonadEmker#Llame YawedEs VgMmbd nomnkd MCADWWM ADNVM INS Tyne Yarsm Mumbdter Revision 2017 Thmis-Tru Corporation Rick Wright Lyndon F. Schmkk, P.E. Ryan J. King, P.E. 12/13/2017 1211312017 12212017 Pending FBC Approve Revision 2017 Ther m-TN Corpo"d n RWk Wright Lyndon F. Schmidt P.E. Ryan J. King, P.E. 12/132017 12/1302017 12212017 Ppgkg FBC Approval Revision 2017 TMma-TN Corpomdon Category: E IKW Dom (09)2911,1740 PE43409 (813) 7674M CMsgm: Exterior Doan (419) 29&1740 PE43409 (813) 787-6688 CebgaY%ExWrwiDion Sacrgory:8wkgkgExbdaDoor AssamMlas rldwmM�Nd9oomeukema. Subcategory; SWnakgExWWDow Assemblies ftwerwbWgmmu4ma paxwilo, DonrAasemaW ConlpOoruie WSwd, Evaluation Repot from a coon Conpkance RUUNKE: Evaluation ROW from a cam Compgonewo ethad: Mathed: Evaluation Ra Fbdda Rn MKW Arohked or a Licensed Florida Florida Reglelowd Arched or a Licensed Florida Florida RagWWW msed Floridaa Ned a • Llcenfed F Professional Engineer FJ02OM4t2 producesB Professional Engineer Professional E beer p ant LoductOe�lm 91mlaLhm 2ookuLA Appm"djortle A9wasned InSIM 2ra frSt■ floW 21am Reassure,neat Fr Quality AIV.WAM S Eatlr gee Approved for Aearoved In HVHZ 4ulaide for LW HVHZ found Dom RWIM" pa neat 1 a. Thamr-TN FawMXesata and Snnoh4W Non hid GUMS agootsiorAmpadAquot Opaque 1213i=l No Yes No NM 6 f. Them s-TN Faxrr-Classic: and 8moith•S b r Nord" 88030;0 &QuoLNowhmpsd&quot Opaque 12017JI121 No Yes NO WA 9 L Theron -TN FRwCbsek and Smo081-Sfar Composite, Edge File rpWa Single Dow COMP01111 Edge Faarpbes Single Door e..�. n,.,... (Invoing0utrang; X ralkgwa0m) Search x confouradw) Florida DepeMxnt of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 d 1 Florida Department of Business & Professional Regulation P.p 1 d / Ir"IS Building Codes and Standards IAQ01e Product Approval Application Detail B,tl mm Verson famed■[ Clever Cnalmcillem xddoidlaL YaYdtled nrlhrsnlW lEgAm[m(d Aparsetl nuns Revision 2017 TMrma-TN Corporation Rick Wight National Aomodledon & Ryan J. King, P.E. 12202017 01021=17 IZ'a AI7 Approved Caegow. E:derbr Doom (410) 296-1740 MonsgarmuR Smaie (813) 7674555 alahCafeparp: Swinging Exbodw DwA..w Wss ddovenWldpoo luko ds. CoupBauwe Waved: Gd ftwon Mark or LlMinlp om 2elitLAm■m Approved for Use ApmnmodffiS!e smut Pero sea S lalOD¢ 29mwLu li !altissig Pressure, 1 a. &quo%CWsb•Craaagmwt and &quotaendwnark by "and 310 Opaque and Glared FSrerpbsa Dow with 12131=1 No Yes No WA nWma-Tru&quot and wMWN sider". Waring ad Oubwing sowmcdiwb 211111111 BM Yams ereronmmr Revision 2017 W VAndprf and Doors Calagn, Edalor Doom 8ubf:aYpay. Siding Exterior Doan AnarMaes Cempaawe slashed: Evaluation Report from a Florida PA*W W Amafd or a Lk~ F101 Prebsslona Eaginra Dm2 1 SERIES 420 ALUMINUM SOD F 22111 mm Version Ilauldardror Revbbn 2017 MI va dca s end Dom catepay: Exbtlor Dom a/atnCaaagomy: Skang EdS W Dow Assemblies CoenFaorrae Molod: Ewkrtion RoW liom a F7orWa RwpteMed MdYtaot or a Licensed Florida Prof esslow Furginraer F1A19113$4. Penchant Mal Prodgid MdoL Number at Name 5 SERIES 420 ALUMINUM SOD REINFORCED Florida DepaMla t of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Etlkl 9r Smmald zoduKALbm Breen Saga Luis RobaEo Lomas (717) 355-M PE42514 batarger®med.(xun Product paurinew SERIES 420 ALUMINUM SOD OXO 14S414&gWI;W&*1ot N01141tSINFORGED pg.id1 115=18 21s tali DtlnFinaea 20 Ytlmtleda. kddelad ONheW MCApanlal Apptarsd AN" Sloven M. WICh, PE OW132017 OW/12017 M ISM17 101102017 Approved (7M 317-84M QuatlhlAmluee Eoorsnted for Use Adoroved for I%* HMO Qom In KVHz OL4" HVHZ ! PJmers 12/3112018 No Yas No WA Florida DepartmeM of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Emft - 22cm EnamoLimom Yawtladbl Arad emNpr Luis Roberto Lomas Stews M. Urich, PE (717) 3854300 PE-02514 (7M 317-84M Oatlkgsrilindwd.icnl ppaldl 1N=$ go Pak l 20 Yawtld nlbueaid FWAomv i Amreed it" 081132017 0811111017 OW752017 10iMD17 Approved Approved for Aoemred.for Use how Rem inHVIC outsideHVHZ )Letaem Phnom SERIES 420 ALUMINUM SGO REINFORCEDXXX 12rWr"8 No Yes No WA 143&guatx96kpwt FL Psis Eldfml or 21M lei DabPlfesm 21k BM Yeom ji mgrAlix Smmet EmkeraLb— YaI ■ YtlWaYd irOdlYtl FWAMMA AalBmad Assam Revision 2017 Therme-TN Corporation Rk+r Wright National AowedMa&on & Ryan J. Kig, P.F. 12P M917 O 212017 12MIMI7 Approved Categpy: Exkulor Doom (419) 2WI740 Management Institute (813).7874565 SubCaegery: Swinging EmrbrDarflseemWbs ddm'dlmvbW9coasUN/nts. compliance Meawd: Dedication Mark or hoop cave nano s .,a e Approved nmaN Approved t � 5 a. &quot;SnwoBl-9ernquot and &gM;8and mark by 5r8 and So Opagua and Glazed FlbnpWs Door with 12031=1 No Yes No WA ThemwTru&quot and oMWSWeRss. Inswing and Oubwln9 soma crmwim Florida Department of Business & Proteaslonal Regulation Building Codes and Standards Product Approval Application Detail Pap 1 1=16 Florida Department of Business & Professional Regulation Building Codes and Standards ProductApproval Application Detail Papa 1 d 2 1IWlOte EoYkor no Ra RdLEOLtz no FL/704614U EOtloet#. vet Vaaonlld FOCAmoval Aioroved am Rids VA" Lyndon F. $dM WL P.E. Ryan J. King, P.E. IOM&W 7 071122017 1 W1812017 12/122017 Approved 99111111 Etl.L.g ■k Win Dab .PArAhm 20 (419) 2Wi740 PE-43400 (813) 757-SM TUR version mmubcbffw CosksatEngineer A Licamseywkkw& Yamod jailatift FRO A■■ d dQ9@rsS Milan rbovensb6goonsularb. Revision 2017 Thema•Tru Corporation Rick Wright Lyndon F. Schmidt P.E Ryan J. King, P.E. 1 WISMi7 07/122017 101182017 12/122017 Approved corn coesnay: ederbr Doors (419) 29&1740 PE-43400 (813) 767-6555 &dsCab9my: Swinging Exbda DarAmembBu ridWAflideftoonsultants. Caapkawo Wgwd: Evakrdon Report from a oom Florida Regierred Ardrbat or a Lkensed Florida Probesbnal Engineer Now" 68t38;88quo1;Non-h wL Otesed 121312020 IolEaQ outside HVHZ l P— No Yes No NM 1�2 L Product Model. Number ar Name Compage Edge Fbarpb m Single Door (MinekvOlbwkg; X confourttim/) 14 n. Theme -TN FWrLbssic and Smooth-8hr Enotyw Zak 2e DabPladm 20 FLA2DUl.R3 928M Emleerilbmm YawedlbL Yftlgm Astattaid EBgdnestmal Aamlmd mesas Cie Rkk Wright Lyndon F. Sohmldt P.E. Ryan J. King, P.E. 12113=17 12M3/2017 1221/2017 Pending FSC Approval mm vemian Moo dOM (410) 2WI740 PE 43409 ridmwanvbWpaesukams. (813) 7674555 Revision 2017 Therms -TN Corpondon oom Category: Exterior Doom Subcategory: S'4+rgbg Exlalor DoorAssemblW Comp9anad WBwd: Evaluation Report from a Florida Repisbrod Architect or a LNxmsed Florida Professional Englroa PIYhCAWeIm bJwa Otftlo Bohm Pronessins Nominal 6ANW8 &quotNwWmpMkwt Obgd 121312021 No Yp No WA Composite Edge Fampbas Single Dow (mavingpdwag; X conffpum on) 14 n. TMmr-Tro FberCbsek and &rodkSbr Florida DepaMxnt of Business & Professional Regulation Pop I of 1 Building Codes and Standards 1mo1e Product Approval Application Detail 2m EotlaLJ)[ 20 gals D.ePeim Rik Mom Yemen jagadisfam contm ZDWMKiibame VaNdmial.Or YaWletl Maggatiall FHgA-loved Appelml micas PAVWW 2D17 a YAWS" and Dom event saw Luse Roberto Lomas Sewn M. Udoh, PE W1302DII 98111/=7 M/152017 10NO2M7 Approved cam": Exbdw Doom (irm 365-M PE42514 (717) 3174464 Subcategory: SMhg E)brW Door Aas9mbbes bwainrgermmrwd:can compliance MOhad. Ewkwgw Report from a Florida RpisNrod Archhod or a Licensed Florida Professional Engln wr BLOISSIMM Etas OulWAssummm nisi Pro kmee medal sir. New Wm. Approved for Use Approved for Use Imes Pero CosAmet Exu In. NVIM Dioxidetletaad Pleemrs 3 SEPoE8420ALUMSaW SOD REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OXO 12/312018 No Yes No WA 1454N6quatx9S5grrol; Florida DepaMvant of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page / d 1 I/5WIS Florida Deparbrlsit of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail pega t d1 lmrmle l 099e ENtlkor Qe Pelt DabPaalnBa 20 "Lug." gads Eerai9[ !gin 21k DabPIN.m felt elm Yerdon magadisguis Sdmker CookEL UMM mddduml Yawed nfsaftil FPAmaml Appro1ad Akan mm )time llmdisism Sdnlatl Endm[illeae Validated by bid" AWrsWd MOApproval A00ro17d amm Revision 2017 clam Bukdmg Proawts comPley Mark VftsbrkW I Is Toetbg Serviws NA, Gary Phahter 11rAW17 00/102017 12/0M17 Approved Revision 2017 MI 1Mndows and Dome BremSMngor Luis Roberto Lomas Steven fit With, PE WSW? 081112017 08/152017 . / W10=i7 Approved Category: Eztenm Doors (513) 7704062 Ina. (613) 51945W Cebpay. Edwbr Door (717)385-3300 PE42514 (717)317-M54 aubCsbpay: Seasonal Exterior Dow Assemblies rmvsaemBeWudpry.00ran SubCoo."! Siding Exlerbr DwAssembMs be6Mpsrdniwd.aan CoarpNamas ill CeMlcatM Mork or LbMv Compgaru Moaaid: Evaluation Report *OM a Florida Registered Arddbd or a Llanug Florida PM52794U products _ Proiseebna Enpinesf Qudbr Poisonings Approved the Approved aminAtaLemdoo Ant O ➢ak In HVHZfw lte�m Pressure 37 037 YWi4g PAN-2F161: 84A, 94, 73. 76, 1&M, 190, 76, Sleet Pan (min. 25 gs.) SingbCor (up to 9V wino) 0521/2028 No Yas No +30 PSFF32 9WWLAW■Oe Approved ,for Use Amoravoid for Use lmet Pero 76V, 4RST. 4RSF, SRST, &RSF, 2RST, 48, 42, 55.486. VWNDCODE&e174; W5 Damp Door PSF ma PrnactMo fel.6aaerw Name Product Description Contract Expiration DOW In OUN96ZRWMM p� 42B, WS, OD5S, ODOM. GRBS. GR6SV, M58, ARSSV, 2 SERIES 420 ALUMINUM SOD SERIES 420 ALUMINUM SOD DX, XO, XX 17/J acid No Yee No WA EDSS, ED5SV 986qu*XW&quot NON•REINFORCED Florida Doparbnent of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagaldi II V&0ae 13afr.11,1111t11 �20 ��� rims e EmkrrilymYWdbd01 YakwA ngl App®ad Ama Revision 2017 PDT bduetrbs Dean Ruark MtandAede BCCO-CER MlsmiDsde 8CCA-VAL 1ZQWM7 11282017 12252017 Approved Category: F.ldal0r Dom (941) 4&84N00 (786) 3162590 SubGaYpwy: Sidles Exterior Door Assemblies druarlditiogdodustrM.co m compliance, &Udmxt. GMlWaaaon Mark or Lbag FLAME Products auwhw Arraroved far Use Anerevsd for We, boom Qom Amf Infly Z oldmkm a I Ptfelm 10 8GD4570(Large MNNb Inpad) Vkyl Siang GWe Door 041141r021 Yes Yes Yes WA ANMLQmuk Florida Deparhrlent of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail pap I of / Iffiwe Florida Depwbwt of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pape 1 d 1 1=18 FLNIS2724n cat Er&v pa gal& 2e PUN Ion Zak FUNG270AS 20 EDet or 210 2tli ge.Fmnm Zak mm Verson lYrsaerdunc goBadg Emlmrami YeidlkmLh Yatmad aWma1W ftc Approval Aopmad AM& LM Version almlkWm[ Cvtlatl EmlouL Lkm Validated 9, YtlWkd Ilrltigaisid FWA—sal AgReam olio. Revision 2017 Gbpw Su" Products Company Men YYWsrhold InWd* Testing SwAoss NA, Gay Pkvhbr 17297M17 081102017 121052017 Approved Revision 2017 Ctepey Beading Product► COpaey Mark VVSSWMitl Inteuak Tef ng Samhxr KA, Gary PloehW linewl, 08/10=17 12W=17 Approved r 9a1: Edarkr Doors (513) 7708082 Ina. (513) 51945M Category: Exterior Doors (513) T704M IM (513) 5184565 Subcabgoy: Soeftnal Exkatw Door Aasenaese rmnfWSowedopsy.oOm SubCols": Seslbeal ExWbr Door Assemblies nwssWlWtledopaycom CoelPaawa Warod: CanMaSau Man or Lararg CapBrrof &MArod: Grtl5adw Mark or LisWg. 9I"627SM EnMhnb 9gYkAWBeea Apomwedfor Law Approved for Use based gem 8 Quality Ap&rosocifisrUse AmmmLnlrWe mold Rene non! EMAML21102do EaBkerduwmammk hiDnlZ QJ Raugm PJmMm am! 1. NVNZ owelm ttmi !� PJmmrs M 085 VVS-W PAN-2FIM, 73. 75, 84A, M, 42, 46,42B, 488, S" Pal (min. 2508.) SWpa-Car (up to 97 Wds) 052irm No Yes No +38 PSFI-42 102 102 W&15 PAN-2F153, 73, 75, 8414 K 42.48, 42a.48B, Seal Pan (min. 25 go.) Double- r (9'7 a 18'7 0No Yes &21=8 NO +37 PSFµ1 423T, SRST, DOW, GASS, ARSS, ED6$ yNfB)CODE8e174: W6 G4rage Door PSF 4RST, MT. Goss, GRSS, ARSS, ED68 wide) VWNDCODE&8174; VA Garage Dorf PSF FLdiam sm lam version migaldiatinK Revision 2017 PGT Wagon" Cekead f: VvIndovn BrrbCaaagay: Skvb Hurg Canpl aeiw McOv d: Caaldlon Mork or Lf fing PM314M products &rot 7 SH-WWflAge Midge krow(l Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pope or 1/52me pmteor gain am DdsP AM 21& somas Eoolnssj aA u Yaw W& Yawed nWWaad FWAnwmrr Approved nkam Dean Runk mwnFDede BCCO-CER MWNAede SCCO-VAL 12rdM017 12MM17 12125r2017 Approved (941)48WOD (78S) 315.2590 druedgilipgthoduelmse.osm Qwkft Assurance Adios Amraved.far Use hoped Qaim t'1 ■m c9drsGEtmfmlmPak I.Hym OudeldaHvNz nalliffaid PLm■ Vkryl Single Hung Vkhdow 07A0= Yea Yes Yes N1A Florida Deparbrient of Business & Professional Regulation P.g.1 or+ Building Codes and Standards I&WIS Product Approval Application Detail FLMIW4tz 2111111 E1dipLgr 209 link Palo 2e arm version lkmononlor cutlet EoaketiLlomt V§Uda d By Valldabd nmrsard FECAMoval Apotsml nlela Revision 2017 CURRIES DMWm of AAW. Inc Dedk: Dew UL LLC Ted Barman, PE iir-051017 1026=7 IZOM17 Approved Category: Exbnbr DOM (841) 49/-2844 (305) 8684707 Subcategory: ExWlorpow Cwrponsms davadeOlrllwsadoy.co CompSrw* MsV": GMSrtetlan Mark or LMV In F1.a116174ta Produal. aLmft AmrmadjorUse Approved far Use !me Rohn non! In HVHZ 4uield, HVHZ Baited From- 1 807, 707, 727, 747, wed $47 Singes and Poke of Dom Flush, Glared, end Louvered Single and Para of 12/31=5 Yes Yes Yes WA holkw meat doom. Florida Department of Business & Professional Regulation page 1 d i Building Codes and Standards 11e12D/e Product Approval Application Detail Bad 926 ErikLer ➢me go Dab pandhw Ire ism version l agadja M Conker EmberJt111em vauddm ev Y nW ftd FBCAmroel Armed sate Revision 2077 fill Yardom, and Doors rim swApr Amorkan Aftltlisdunl Sown M. Urich, PE/2/3IM017 12/312017 01)0402016 Approved category: Vwndo va (717) 356.38M Manuhaumf Assodai n (717) 31174464 aubCabpory: Feed bsMnper@mod.can Cmpgnq WSod. CeaMkedo n Mork or Listing FLAMBUIImmpfodutb QuollWLAielrsm Am[s,d far 14! Aperead*,Ue hoW gem ion! IsnuludDsoarjollmn 29mmazuboonam In laVNZ Ckdalft NVNZ 1Lverag Ersmm 1 185 PW 73 x 72 Imadabd Gees 04103rms No Yes No +8W40 Florida Depa6rlemt of Business & Professional Regulation Fop 1 d / Building Codes and Standards //oriole926 Bt@eat Product Approval Appliadon Detail min Yamon NEW OM Revision 2017 Thermo -TN Corporation Cabgwy: ExWbr Doom I S"6Ce1q° emxting axbdw Sod! snit or. ilk UK 2ePlONm 2tli Nor. ROW Camp6awe Methab Evaluation Repot from a mu Version mmmfwbww EgtlmLilllkmyaimdwav vaidaw Alligaliast FwAmerovol Amy AMR Florida Registered Archbod or a LWw*W Florida Revision 2017 fa vrtdoom and Dons Seri BkNgsr American Arddeabrol Sewn M. With, PE 0110mis 01103✓2019 Vak wind Pmas4lo^at r -glow Category: indows (717)365-33W Mamfadunn Aafociatlar (717)317-MM S bCaegwy: Hwk"W Stidor bsergwow&d oars compliance MWmok 0oribicaBon Mork or Listig ion.! 1 C &gewtFkrrCMseio&quok. R,quotSmooth8ta&Fuo1;, Guests Assurance JMW Dalkon RaegWtaawwtrleskcai ant laHV Z ee io 1 HIS 188 Fin and Fkmg* Frams 73xS2 Insulated Glass 02/182018 NO Yea No +65/-65 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Erd& or Contact EmleerlYem Yawakd W Rick wnght Lyndon F. Sdaadt P.E. Ryan J. Keg, P.E. (419) 2WI740 PE-43409 (913) 767-OM can pap l Of 115=18 Rda Pak youPe0on Rik Yawe1 itibMNbd FWAmrset Ape9yed Burs 10/16 017 10118=17 1022201T 12/12=7 Approved PooduclDiberbillon Conbud2moblOwCab In ouwmpmmfd Fromm B M'.S&quoW.PK1&qu*t OWW Flbeglaas 12131=1 No Yes Yes WA Single Door- M Moving or Outoxkp Coaquration amisLAUVMM A ..... d for the A9a,ofor _ties mod )ism Bohm Ereerm Nominal W3W.0 dquotNon4npad8quot Glazed 12/312020 Ni Yes No WA Composite Edge Faeryese Simple Door (ImashwOutsMng; x Configuration) Enter or title Qik De 21 KIM 20 gawmKAIMM Yawalmml Yawed ataaliid PISCAUDS&M App®rsd men Rick Wright Lyndon F, Schmidt, P.E. Ryan J. King, P.E. 12M32017 1211M017 12212017 dkg FBC Appn (419) 2WI740 PE-43400 (013) 76745M maimerviougeonewhenb. 0011 A.eoved for YY Asoreved far (tat Lima noun Nmdnal 8&03"&quo;NOMmpad&qugt GIAM 1213112021 No Yee No WA Composite Edge Faaglass Single Dow (InpxingQubWrg; X aaiuradon) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Papal di /162we F M..w-11a cgda troy r gain Oak Dab Persons, 2e mm Yerstrsa IYDVftedm[ contact Yawed nab MCAWNWA Amaorsd Alin Revbbm 2017 MI VVNdeve and Dow* Brant$singer. Luis Roberto Lapse Sown M. Urkh, PE M1132017 08MI2017 0SMS2017 1011M017 .Approved CSWFW. Exterior Doom (717) 305-M PE42814 (717) 317-MM Sub0n*pay: Sift Edakr OowAseornMbs beabpr�ahvd.00rn complMq Method: Evaluation Report Ban a Florida Rapi*bndArdakect or a Llanssd Florida Pral WW Ehginw BPm9mk QUAW A ■m ABBE Approved for m!tl Pero am! 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DoubbGr (eY to 16'(r 057212028 No yes No +30 PSFr-30 4RSF, MST, 6RSF, 48. 42, M, 488, 420, 55S. GDSS, wile) WINDCODE6e174; W5 Garage Door PSF GDM, GRSS, GRSSV, ARSS, ARSSV, EDSS, ED5SV Florida Deparbnent of Business & Professional Regulation Pape+or l Building Codes and Standards 1/5mfe Product Approval Application Detail FLF1ZeFBi 920 Rik go Ptlaem.ua Rik mm Verne IleldWWW catlra EmkesLfome Yehamw Be Yawtlad men P,Qi0prslr8 Approved awn Revision 2017 fib Varian and Doom Band SMnger American Arolubdural Steven M. trunk PE 12WM17 12/132017 Vald9 w CWpory. Windows (717)365-M Manuedura*Mwcbkon (717)317-MM SubCabpay: Skgb Hung esMugaOmkW.00m Cwapsons, Maarod, Codaatlon Man w Led" FL#174994U Produces Apa®redffi!ki AmnvedffiItrs lmm 2ekn nmt 1, HVM Q,aMmisrnz an"" emu= 2 110 SH 52x84 FkWlm p Frame IGrSG Single Hung 10N92018 No Yea No +0110-00 Florida Department of Business & Professional Regulation Page t d 1 Building Codes and Standards I/Swis Product Approval Application Detail FLU So& andly 2,k Pak 21k mm version Wmtisism cmlet sawooKa.Lmm YA091AS ! YWWNN nWmtlkd FOC Approval Am®rsd AMR Revision 2017 PGT hduw" Dam" Ruan Memi-Dade SCCO.O R MionFDade BCCO- VAL 12202017 IZOM017 122512)17 Approved Category: Windows (941) 48"100 (785) 3153590 Subcabphy: Flied drwrkeppOnduWbs.com COMPOMM-1- ! CWMMWM Mora or LisWV Aoormvd far Use Amresedlerlhe lmad gem non!Product Model. Numbw w Name Prod d4liid0am cw&mgnbgn2o 1. 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