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HomeMy WebLinkAbout39599 Dawson Chase DrINDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3:2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 ROOF FRAMING PLAN 8 LINTEL DETAILS SN STRUCTURAL NOTES ABBREVIATIONS - -- - - SN1 DETAILS S3 DETAILS AB or A.B. Anchor Bolt FIN FLR or FF or Fin. Fir. Finished Floor PWDR or Pwd. Powder Room 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 FUR or Fir. Floor RAG or Rag. Return Air Grill S5 ------ DETAILS ADJ or ADJ. Adjustable FUR SYS or Fir Sys Floor System RAD or Rad. Radius AFF or A.F.F. Above Finished Floor FOM or F.O.M. Face Of Masonry REC or Rec. Recessed SS RETROFIT DETAILS AHU or A.H.U. Air Handler Unit FP or F.P. Fireplace RECEPT Receptacle D1 SECTIONS & DETAILS ALT orALT. Alternate FR DR French Door REF or Ref. Refrigerator BC Base Cabinet FRT Front REINF Reinforcing WP WATERPROOFING DETAILS BF Bifold Door FT or Ft. Foot/ Feet REQD or Req'd. Required BK SH or Bk Sh Bookshelf FTG or Ftg. Footing RM or Rm. Room __ PA1.0 PRODUCT APPROVAL NUMBERS BLK or BILK. Block GALV or Galy. Galvanized RIND or Rnd. Round �-� ``� '-`- PA1.1 PRODUCT APPROVAL NUMBERS BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening ' r, PA1.2 PRODUCT APPROVAL NUMBERS BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter IRS or R/S or R&S Rod and Shelf --,�- ,-- --�T 1 = L=y -- BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector�- PA1.3 PRODUCT APPROVAL NUMBERS BP or B.P. B ass door YP ( ) GYP BD or G Bd. Gypsum Board YP Yp SQ FT or SF or S.F. Square Foot feet q (feet) - �� -� �� - BRG or BRG. Bearing HB Hose Bibb SGD Sliding Glass Door - - --�--i _ 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 -�--- --- - T CMU Concrete Masonry Unit ILO In Lieu Of SPECS or SPECS. Spedications - COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community COMP or Comp. Compressor K/WALL or K/Wall Kneewall KS or K.S. Knee Space SW or S.W. SYP or S.Y.P. Shear Wall Southern Yellow Pine - - - - - - - - - -- ■ ❑ � � 1]� ❑ CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar ��� ��II dui u CONT or Cont. Continuous LAV or Lev. Lavatory TEMP or Temp. Tempered - -- CT orC.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken l ■ [E— D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block-- u DB Door Bell Laundry Tub TOM or T.O.M. Top of Masonry l j j --- _ DBL or Dbl. Double M GT Management (room) TOP or T.O.P. Top of Plate --- UI� DCF Decorative Cementitious Finish MAS or Mas. Masonry TP Toilet Paper HolderLF-11 DEC or Dec. Decorative MAX or Max Maximum TR Towel Ring EA F�F=-1F=7F- 7-- 1 F DIED or Ded. Dedicated (outlet) MC Medicine Cabinet TRANS WDW or Trans. Transom Window o, DIA or Dia. Diameter MFR or Mfr. Manufacturer TYP or Typ. Typical DISP or Disp. Disposal MW or MICRO or Micro. Microwave UC or u.c. Under Counter > DIST or Dist. Distance MIN or Min Minimum UCL Under Cabinet Lighting DMF Decorative Masonry Finish MIR or Mir. Mirror LINO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MIL or M.L. Microlam V or v. Valve (shower or tub/shower) = DTL Detail MONO or Mono Monolithic VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam N ^ DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR Vent through Roof - --------- - -- - ^ EA or Ea. Each OPT or Opt. Optional W or w Washer EW or E.W. Each Way PC Pull Chain W/ or w/ With ELEC or Elec. Electrical PED or Ped. Pedestal WC or W/C or W.C. Water Closet (toilet) ELEV or Elev. Elevation PH Phone WA or W.A. Wedge Anchor °O EQ Equal PKT or Pkt. Pocket (Door) WD or Wd Wood i �-3 EXT or Ext. Exterior Pl. or P.L. Parallam WDW HDR or WDW. HDR. Window Header m 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 WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLNT SHLF or Pit. Sh. Plant Shelf WM or W.M. Wall Mounted (plumbing fixture) FXD GL Fixed Glass PSF Pounds per square foot WP Water Proof(ing) FG Fiberglass (Shower Pan) PT or P.T. Pressure Treated WS Water Softener - -- FIN Finished PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) s REVISIONS J 08-20-15 1.0 NEW BASE PLAN 00 12-8-15 2.0 ADDED VAULT. CLG. 12-28-17 3.0 2017 FBC UPDATES o MEAN ROOF 15 FT. HIGH TYPICAL a 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL o2 s o FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE NATlC, Bli;w .IS ; . , ANp T ! ECTRIC; f�� �' _ "- r/AI IIMQ CURRENT CODE IS VALID CODE REFEREN E C S ARE SUMMARIES OF CODE SECTIONS. 01NAN6ES HYr�HhLS SEE FBCR (CURRENT VERSION) FOR 0 Till COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the tideblock of these documents that these documents be accurate, providing Licensed ley Professionals clear information. Every attempt has been made to CL Clr prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the The Designer/Engineer V commencement of any work. are not responsible for any plan errors, omissions,or misinterpretations N undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding 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. CD V z_o z z a z +--' w �_ o Z — O w c T ~ U Co. m o �} w 9cN-> cn c-, ¢ `C) o B D. W UZZ j `N' z 'j Z" LU a a LU azo� d Z H M rn 8 a z o, �m LL W Q N pit °n W1� ❑ ❑ � • FT p • L f. •1 O Q; z To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com o za W Q Q Uz�o �Z L.. Q LU w© 1W = r� o = d' 0 ty 5 m h �aW Z Z ^� J � fii Z Wb � Z �* 0000 LA Z � 8 H Cal00 O � = a In .-I 0- 1 to o SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAMES VERSION NO. 4mO SHEET NO. C S i ■ if -L r r 6 n A J Z `W �1 E co A A AO H.B. S3 EGRESS EGRESS 107 0 T \ M 'a AC PAD \ - - ,� - - - - N 16' EP EP6 a I FIBERGLASS (SURROUND I A =w Xuj I S3 R- NG i- \ �`° ,I m I TYP @ 1 I \ !-- -li i N - o oo co I I 1B - T--T H STORY \ c° 20'-6j" i HIE f _ - 8 1. 2 10 10r-44„ 2 � , P _ 5 , 2 „ OI'zn OP o o O Uj \ I `� N 0 TILLESI Kwl ISP -- T - - -- I I :- I o -BAht- cn rh 00 co o CAFE N I- w -' I I D.W.I o o - - I i BEDROOM 3 ' �i� BEDR OM 4 0W O MW �' I , o T BEDROOM s'-o" CLG. 2 $'-0"CLG. o PATIO CARPET I __ _ _ \ > L --� - - - - _ _ C = _ - - _ _ _ "i -� - _L �� 8 -0 CLG. CARPET =o w' -- - I V) I 0 19p� CARPET Q I o N "CD ? i o OPT. CARPET _ f q °q� I g r REF. I M I- i 5068 B.F. 7� 4068 B.F. 11-7 - - - ---- 6 4-7 8'-$"L 544'-0" 14'-6" 5' T-6" N h cM US= I - - - - - - - R&S �, -------R&S------ N 2668 M 2668 04 j HOR AT T-4" 23'-08" 3'-10" T-$" 10'-10g„ -,- - 6 - I 17 " 5,4„ ^L in ;c, o -' Y A I ENTRY v o r FAMILY R M r I9'-4I' cL . f 306$ 2:12 VAULTED CLG. O cam,, I 9'-4" CLG. - '- TILE I CARPET `t R.A.G. 868 - (4) 2x4 #2 SYP K STUDS W/ USP G CC S3 G.T. co S3 HTT4 @ BASE S3 :- FI ii i\I II----- - - - - - I `oo AHU AU . ! . ! I NOTE: (SHED I I I I I JL �'N WALLS TO BE i I I A I TILE IINLl FLUSH. VERIFY IN S3 5,4„ 4,_0„ ;--I jlx a cbl 17 FIELD. I I o ! OP T_D OPT I �I I I I I TYP @ 1 STORY i i - -- -= I I I TP 11 1 I (4) 2X4 #2 SYP STUDS ERG 00 I I p III III co 00 I W/ USP HTT4 BASE SURROUND D �1 �/ I N S3 . - --R-&-S -- - -� II 00 HANSON Q I I SHOWER cq BOX @ 36 II 1 I I Q A.F.F. i7> OF SLAB 2" wS)EDGE H I I I DRYER VENT I BEYOND WALL I I p I I 5'-y 823 10" THRU ROOF286$ I I1I II -0 � 47 - _ 266817 7-8 I- 20'-Og" CrO 7' 3"i � 2 CAR GARAGE III I w N T OWNER'S SUITE �0f A- W.I.C. I 8'-0" CLG. I I I rn I 8'-0" CLG. TB 00 8'-0" CLG. 2'-6" BUILDER TO I I I I CARPET TILE li CARPET I PROVIDE I I I -` I G APPLIANCE I I I ---�- 0 0 5-I SH a, ----___ --- J PROTECTION c4' WHEN REQUIRED N PER FBC �(n I LT ----------- I I I 6"DPI R&S A S3 D H.B.+ S3 1 V-4" 1. 7-10" HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X8 #2 SYP W/ 1/2" H2 FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2600 PSI 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 184X254 S.H. 13 20 X 38 j 18 4 X 37 4 S.H. 14 20 X 501 18 J X 50 S.H. 15 20 X 63 18 4 X 62 1 S.H. 16 20X72 184X714 S.H. 1 H2 27 1/4 X 26 26 X 25 4 S.H. 11-13 271/4X38 26x371 S.M. 1 H4 27 j X 50 j 26 x 50 S.H. 11-15 27JX63 26X621/2 S.H. 11-16 27{X72 26X711/2 S.H. 22 37 X 26 36 X 25 112 S.H. 23 37 X 38 36 X 37 3/4 S.H. 24 37 X 50 36 j X 50 S.H. 25 37 X 63 36 X 62 1/2 S.H. 26 37 X72 36}X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 WIDE S.H. 32 54 X 26 52 X 25 S.H. 33 54 X 38 j 52 X 37 S.H. 34 54 X 501 524 X 50 S.H. 35 54 X 63 52 4 X 62 S.H. 36 54 X 72 52 4 X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. (`xannrol Kintnc R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" OA +29.7 I -30.8 © +29.7 / -39.2 Q +28.3 / -30.8 O +28.3 / -36.4 OE +26.6 / -28.0 O +26.6 / -32.2 GU SN SHEET HC� SEE SN SHEET � 40 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 I",111"1'1„'1' 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 11131" 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE FRONT ENTRY TOTALAREA INSULATION REQ. LOCATION EXT FRAME 2 x 4 FIRST FLOOR PLAN - g 1 EXT FRAME CONDITIONED CEILING CEILING I GARAGE SEPARATION SCALE: Y4"=1'-0rr (GARAGE / LIVING) 416 24 2376 R-VALUE / TYPE R-4.1 HIGH PERM R-11/R-13 KRAFT FACED R-19 KRAFT FACED R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) R-11/R-13 KRAFT FACED o Q a t /) C!7 Cl w •V � Ow � � U ca w ~ ■ C Cl) LD C) :a....:" = -� U"00 O oN Of � d o B D. N` ` a0 o z LULU LL Z � Ern (p Q VN N -Q ¢ f LiJ N .o U � o U F ❑ ❑ wW W Q OF5 p ' F LOr 0 F E S S 1 ON r r 1 r l l l l l 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.l_enna rTampa.com w wQ 0 o� W Q CL g c QU f� O LL_ o OO - C + w T /�� hU_ P o 8 �o8� Z� Z .-� w J Ln rl Lij w aZF F $ o a z ° 00 Z y m ['L ` 0 4z J Z N N o f SCALE : AS NOTED DATE : 7/31 /2018 TECH: M3AMES VERSION NO. 4wO SHEET NO. 1.0 2'-8 n �;- {+ MIRROR -, i o 1f 3 f I ' _ 9 a0 00 __�.._ J- _ s LT a' _— i i �i M O OWNER'S BATH OWNER'S BATH BATH 2 8 J I ao i 3 Q — HOOD FL F— Cn O O O = CV N 00 r_ c m y �DW J O Cp s C � RANGE OPT. -_ - __- ------ REF. li KITCHEN ISLAND KITCHEN KITCHEN N INTERIOR ELEVATIONS W SCALE: 1 /2"=1'-0" 00 Z MIRROR , i - -- r- I I ' z' M Z Z Q v ' V cn W �V OW U W m N N M 1 EIE 0 U E 3 I 00 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 F20 R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C - -- ` _ �-_ -- 926 and ASTM C 1063. R703.7.1 Lath. 12 _ _, �� —_- 1" x 9" SMOOTH All Lath and lath attachments shall be of corrosion -resistant 5� —= 12 , _r _ _ .- 12 TEXTURED materials. Attached per ASTM C 1063. — _ -- FREEZE EEZE BAND 5 F5 R703.7.2 Plaster. HEEL port be not less thanthre Plastering wl land cement plaster shall e .---------------------- coats when over meta lath or wire n applied re lath and shall be not r - less than two coats when applied over masonry, concrete. 3 TAB SHINGLES. ROOF -- - �- - 1 -- - -- -- - - co R703.7.3 Water -Resistive Barriers. INSTALLED AS PER MANUF. �� =- - - - 'T 12 ` — -- F5 co Water -resistive barriers shall be installed where cement plaster SPECIFICATIONS _y "— -`"` s1 L 1 (stucco) is to be applied over wood -based sheathing, shall include �T _ , T.O.M.water-resistivea vapor permea l barrier. individual 'ua I layers shall be installed independently such that each layer provides a 11-0" - - separate continuous plane and any flashing intended to drain to - HDR HGT. the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. �1. 1 FDA ❑El El �_ ❑ ❑ Two layers of an approved water resistant barrier material in accordance with R703.2. 1" x 9" SMOOTH -_ TEXTURED 2. One layer of an approved water -resistive barrier (paper TEXTURED HEAD / BAND 171 [71 FD_ CE FINISH ON C.M.IOUS FINISH ON C.M.U. _ 00 o ' 00 backed stucco lath) over an approved synthetic house wrap. Lam-,:: !I ICI � (7YP.) R703.4 Flashing. - - - ■ ❑ LE FFDI Approved corrosion -resistant flashing shall be applied shingle -fashion In a manner to prevent entry of water into the wall I I cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. F.FL. • 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 +3" SMOOTH and sills. TEXTURED BAND F2 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% FRONT ELEVATION B but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Uppervantilators 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. - SCALE: 1 /4"'-O" "CALCULATIONS BASED ON THE FOLLONANG VALUES, SEE ROOF PLAN- (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SO. FT, 14'-0" RIDGE VENT 12 T-O" RIDGE VENT - ..7: 12 5 T - 1 12 .:. �..��_.- ��T�L._�,y.--..,-_ r -- ._. _.----+.-�-�...r�-"�3._.w-•--.._ yr.-..L �L �.-�.t-�`:.L---- 3 TAB SHINGLES. ROOF -- INSTALLED AS PER MANUF. SPECIFICATIONS— T.O.M. __ HDR HGT. TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) F.FL. _0 ------------------------------------------ -- ------ 2'-0" RIGHT ELEVATION - 131 U z� z a U) zClLn CD Q) N 4--i w �U Ow U w C'U m� N M Cn I�naa�E � ao <rn v u� ci Q ci Q D. �•��//"" N N cn o0 LU U) I— -. aW iLL P UA in LU C< Zwtw H-S m m o rn y HIE Z Q N W NaM- o LLV O U U O WWW.FDS OM ``�%`t\ \ - C1 NI NIT . � J i < O -'r: _2 •�� F4'\. r r/rflllttitl',\�\� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com za U a z O rHo ��U Lu J A WF pw�pm W DC F_ LU Z C N �.� 0 U ^ 3 f E _0��}.. 0 V 0 z U Q 9Z o . z 195 O ti0 # ^ U_ �w c Z W L0 lJJ Z $8 C)Z m Lr) Z 4 LU 5 � ('� ^� J T SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAMES VERSION NO. 4n0 SHEET NO. 3.1 t N I T O M --- �------ ,- 3 TAB SHINGLES. ROOF 4z: INSTALLED A PER MAN F. ----_ —-,r -- -= ._ SPECIFICATIONS — — — — — — — . _ — —. _. _. — — — — _ _ _ _ _ EXTENDED OVERHANG TO TEXTURED BE CENTEREDNMI CEMENTICIOUS ON DOOR FINISH ON C.M.U. (TYP. ) REAR ELEVATION - B1 14'-0' RIDGE VENT — -- 1" x 9" SMOOTH 12 TEXTURED —• r — - y A FREEZE BAND 5 T-0" RIDGE VENT � _ `_ � ,-� '- -- I . ,T �: -. _.�._ ...��-• .�--a...� ....ate '= s......� ,. .,_. _:..., --„� _ ..- --- - - -_ _-. . _ -:_ _ _ 12 12 5 3 TAB SHINGLES. ROOF .,�� I avzr�e--1.r-,-�,�...rl— ,��----�---L:�1.. �.L: -- , i _..mod i 1. �. _i_ �. ., I. : _�. ' - -- � T I -�� 1-� 1 '-�--°`'.. -_-f• L -�- -`�--:-.�. �---^^b. - , -�_-^. �-.^^-1--.�- -�..-^- ..4. -,-�- i r--T-'---`'"�-.-4. ,...,�..=-•.,�....i._..,:y-_ a.._..!�....a. 1.,._..�,.�',-,-,.. ,.. _. -�_� — .�.,.-.a....._,--�1- - -�- ry = ---- �____ INSTALLED AS PER MANUF. SPECIFICATIONS I I L I T.O.M. HDR HGT. -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 10 1-01 -- -- ------------ TEXTURED CEMENTICIOUS 2'-0" FINISH ON C.M.U. 10 (NP) TEXTURED - C) CEMENTICIOUS ap 80 FINISH ON C.M.U. co (TYP.) —-----------------F.FL. +3" SMOOTH _TEXTURED BAND SCALE: 1 /4"=1'-0" LEFT ELEVATION - B1. 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 iniividuaI 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 FOLLOWNG VALUES, SEE ROOF PLAN — (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 136 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SO. FT. Ur V Z o-> z 8 z� Q a 00 z V) Ur 4� Cf, w T u O w r U L U N a) co cc Cl) LL_ Go � OD Q CD. LID v, 01 d o B D. U) f� fh z 00 Way w lL ri . LY V Z c C3 m ZaME LY N ¢ U o 0 o ❑ ❑ www 49WI ii,,���.� �R0 W N •• (C> — Q a �O . 1,f Q' Af? O F E S S\ To the best of the Engineers knowledge, information and belief, the structural plans and spedfications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 0 w� zd W Z O r400 Q J 00 O8;Fo Q LU J ell u Z L z z Icy-1 w 0 �../ F r� 3 c_ G ^�'' W T-I Q o O Z Q 0 o 0' ' W Ir W � 0 a Z '"I Ln ti J r-{ W Zj 5< z u 00 Lr) Z Z W z S o J O /yMMW/y\\ 06 � LLJ , ^ V / 0 SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAMES VERSION NO. 4n0 SHEET NO. 3.2 2„ 2" *NOTE: VARIES 1'-10" 1" CAP CAP 1„ iv ill FOAM TO BE USED 1" RADIUS ONLY WHEN = 1/2" RADIUS ale REQUIRED BY ^ 3 1/2" RADIUS Cl) SIN N COMMUNITY ^ = SPECS. IF NOT, iv 3/4" RADIUS _ vi,e DETAIL TO BE 1" 2" OPENING VARIES 2" �2"� "e 1„ 1H BUILT W/ STUCCO. 1/2" RADIUS 1" 1" iv 1 4., VARIES EDGE OF 1' OPENING VARIES z M o = 2�,. VARIES z ih 11 1 1 H T 2 VARIES Q nKNI 1 1/2" RADIUS '� 4 4z 2 z 34- a � 2 1/2" RADIUS � � Cl MN w F�e p ire �� � � CD • U _ OLU e VARIES 1 " �" ale 3„ 2„ 1„ 1„ 1" BASE BASE C) • m SIN 1 1 1 N N c"7 rhTe 1 ,, 1 �� 34 �'mr�i 4 U raD 0 CO n ^o • 10 4„ _ 11 N 1111 � , N`t'HIIt' "NOTE: VARIES 8" 2" S • FOAM TO BE USED - N ONLY WHEN _ C9 H 3 REQUIRED BY `D Z WIZ 1'-6" COMMUNITY 1 H - - F SPECS. IF NOT, d,N �e Lu a 1" OPENING VARIES 2" 1" 1'-4" 15 = DETAIL TO BE 2. 2, v Q Z O BUILT W/ STUCCO. 24" �� m EDGE OF • Z �,/� E T OPENING, i W Q N¢ M ° o� � o s LL WWW.FDSENG.COM 4 1-1/2" THICK 1-1/2" THICK 4" 10, 10" 6" E-� 21CMI , iv o0 4 s sct e _I s IN '-le M " 6" z N 2" 4" 3" 2' 2- iv Uj � =1N > 1-1/2" THICK To the best of the Engineer's knowledge, information and belief, rz 32 the structural plans and specifications contained within these 24° _ - — -- - drawings comply with the 2017 Florlds Building Code - v Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing < 2'-4" 1'-10" — Engineer's signature and seal. g 52" 1, 5.,521"7 4" CN 1 �., 3„ �� -- sIN V7e 00 - __- LENNAR I_N S 4 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 o�lI a 1° 1 " Vo VARIES VARIES www.LennarTampa.= m VARIES VARIES z4„8, v 1 _ z __ -------- �_ 6" 4" KEYSTONE F11 o KEYSTONE F11 °0 z o A OPTIONAL OPTIONAL g . I J pp _ ^ CV N J u, Z i� j Rs i,7 Q 44 Rq 3„ ¢ m u8 J 4" GARAGE DR. OPENING "4'L3- 4 4" WINDOW OPENING 4" �� LLLJ U NOTE: �— ^Q^ � g o INSTALL OVER STONE, TYP. j c VAR • FIN. TO HAVE TRADITIONAL • LOOK &SMOOTH FINISH Z c ' • • • • FOAM/ EPS MATERIAL IS c ACCEPTED 2 3 NOTE: 0 �_ �' O W • FIN. TO HAVE TRADITIONAL LOOK & 2. 1. 1' 4" U _ SMOOTH FINISH 14 V-6a" 14 12" W 'o 0 0 2" • FOAM/ EPS MATERIAL IS ACCEPTED 54' 1'-12" 54' � � r � o N / 3'-8" 7" _ N I- V Q r-- x ggg a 4" T-0" 4,. I -'� - -- 0 w W528 U o 0 1 10,. 1 �H 10" o iv N i E O °° (D _ v CO CV 1 - -- - Q Z d- C 0 0 c Al iV _— = W � L1J a z 1 co J rl LLI F Z Z c = - - 00 tu— g �\r __ _ - -- -- - -- - - - 0. r QQQz W of J IF I C _..._......I - _ — y ' -- SCALE : AS NOTED Y 000y - -_ • 1 M M r DATE : 7/31 /2018 TECH: MJAMES 1" '470" 1 „ VERSION NO1 1 y-- 4v0 12 N I O --rJ1 GENERAL NOTES: SHEET NO. • 1.5 LBS DENSITY STYROFOAM C 'I ACOAT) ACRYLIC SAND FINISH ' I m �Ia E I N r7 w 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 914 copper to lights & outlets 1 20000 4MP #12 copper to 20 amp ckts A # 10-2 copper to W H #10-3 copper,o Dryer METER II MAIN V 2/0 or 4I0 SER AIu 200 amp 150 amp I POWER CO. FEED I t INTERSYSTEM 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PER 5P WITH CODE APPROVED NEC 14,250.94 J CLAMP PER 250.50 AND r 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 PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. WP DISC. 10. Keep all smoke detectors minimum of 36" from bathroom doors GFI H.B. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an AC PAD exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing - of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY PA ro DUPLEX CONVENIENCE OUTLET 1 DUPLEX OUTLET ABOVE COUNTER \ � w P WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET G.F.I. HALF -SWITCHED DUPLEX OUTLET I� SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH ?4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS \ 3 - xGFI ' U TP L --'WGFI \ c- RANGE \ \ PENDANT AS / ` PER SPECS *Tc' HEr U. . SWITCH / - — F R DISPOSAL \ SINK Vvl DISP F \ I I D.W. I o GI \ ' \ GFI L= _�-------- GF--- __--_--T GFl r-� : OPT.I REF. U.C. OUTLET U.C. OUTLET I FOR DW WALL MOUNTED LIGHT FIXTURE C.M ORECESSED LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS CSD P.C. TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN ,Q EXHAUST FAN/LIGHT COMBINATION rs ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) �Eg PUSH BUTTON SWITCH (OPTIONAL) �D PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) © TELEVISION (OPTIONAL) ©2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER ELECTRIC PANEL -j DISCONNECT SWITCH ® SPEAKER (OPTIONAL) ROUGH -IN FOR OPT. CEILING FAN it J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN A9 (1) PHONE LINE, (1) DATA PORT ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PRE -WIRE 12 FA RM ROUGH -IN FOR \ OPT. CL(;i. FAN/ GHT PRE -WIRED BEDROOM 2\\� � I00 ROUGH -IN FOR 1 - OPT. CLG. FAN/ I / / LIGHT PRE -WIRE I ROUGH -IN FOR OPT. CLG. FAN/ G I B A PRE -WIRE BED OOM I j'�BE(jRAOL'GHT 4 II II 111IMP III �1111111 ala �a � Ilt► ��� S — - — GFI @ 44'r AHU A.F.F. _— — — — — — — — — — — � F- - -�iFI e OPT. � T ; _ ` I} ► I � ` I -I YI ll I D.Ind I I I I \ `---------- VP \ \ � GFI @ 44" ROUGH -IN FOR l A.F.F. OPT. CLG. FAN/ I I GFI FOR \ LIGHT PRE -WIRE I GAR. DOO2 j j j GFI I 1 2 CAR GARAGE / I I OWNERS SUITE -- �1TO q�� i W.I.C. 1 - - 1 0 W H VERIFY LOCATION j I _ _ _ _ IRRIGATION _ _ _ _ I i GFI -----J ELECTRICAL PANEL " �j � � �_, �FI @-44 A.F.F. RECEPT. '—' FOR ALARM VERIFY METER H.B. SYSTEM LOCATION WITH BUILDER GFI I �- ENTRY II MAIN FLOOR ELECTRICAL PLAN_ CD !2 Z Z Z Q d U) zCZ^V), CD W C w (1)(10oU __ 0 w U W I r— mN y M m M 5 N CD U Q 12 o N �O _ p ► yy ((QVn 7, N Z W o0 N�z4't z a � � w o W Uj d Z Q g U3a, Q 50 Z m ZN�ati�, Z Q C LL g � WaN¢ r 94o o Lj U O ❑ WWW.FDSENG.COM 0 CV N a To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Resldential 6th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. L E N N A R 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 5 'o Z d f Z r Wa Q Zoo QayOO� Lu O LLo L c Z ^<^ W �S J w rn 3 O i vW U = O g oa P J 0 U- U O T} Z �Z.51 t{,� �7<a aa� Z LL I In Ljj it i a z g J 'r !11 X Q U $~� O k 00 Z tj se 0 8 co00 Z 2 a 2:rn ,--1 10. Ln o SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAM ES VERSION NO. 4n0 SHEET NO. 4.0 I .' _.: E A ~I a 00 E 0 `v c c J 0 LZ 0 U .iJ 00 N rh ATTIC VENTILATION CALCULATIONS - 131 ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule Ridge Off-Ridge1/300 Rule (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) ATTIC SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of ventilation soffit ventilation vented be provided Ventilation Ventilation required needed required soffit by upper needed ventilators Main 21.00000 2.000000 Floor 2377 2282 326 1141 81 570 0 (Zone 1) 315.0 276.0 "NOTE* GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. 0 Ventilation Provided by Upper Ventilators (See Elev) 591.0 ROOF PLAN SCALE: %4'=V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest pant 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. U � z� z z Q a z QJ w ro � •V — Ow Lu E �Ln U w r— m N ch M f`7 U }eajSit u.. m c Q rn Yt Ls"f I v Oi Q O B D. N V7 W _Ndz Z z W LU \Vir 4-) +�41 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www. LennarTarnpa.com za a$ f� Edo d 2 W W / \ J W � U � g N z g N Z = ;v w �. UCL = 0 o TMJ U_ ads JO O z<_� N w zC3 J �--I di Z 6i Z % z d 000 Ln z 8 0° O oo g = a UJ ,--t a cn o SCALE : AS NOTED DATE : 7/31 /2018 TECH: M]AMES VERSION N0. 4wO SHEET NO. 5.0 5,4„ 1,_9j„ 3,_2a„ 5'-0" 5'-0" 5'-10" T-0" A H.B. TYP @ 1 STORY S3 I U.N.O. -10" 1. 2-104„ . 5'-11N" on 4„ ■" "■ ■ ■" "■ ■ ■ ■ ■ ■ ■..: ■ ■................. ■ ■ ..... ...... ...... I I I •■ 0. I II -3 1/2" SINK DISP00 D.W. I I I aoco III S3 cv LO L, a L — — I \ I L- — — _ — _ CHASE TO ISLAND — - — — — — — ----- __— �_____ II o { I II TYP @ 1 STORY U.N.O. ■ — — — ` — } —a— I — — — — — — — — — �— — — — — — STEPS AS REQUIRED C PROVIDE 1 Y" RECESS L — — — — — — — _ — — — — CJ OPT' T �4 C I ; FOR SGD. REFER TO KITCHEN ISLAND REF. ::: '.: '. '. '. '. '. '. '. '. '. '. '. '. '. '. '.: CJ yl I : ■ ::.' 10'-101" PER FIELD .' .' . MASON'S SLOPE FOR LOW WALLS I Q CONQIT,JONS WIDTH \I` o En 16-10" 12'-10" , INDICATES FILLED CELL w/ 3000 PSI \ » .......:.......... CONC. GROUT FROM FT. TO BEAM HVAC CHASE I ................... r W/ (1) #5 REBAR VERT ABOVE SLAB BASED ON 0'-0" TOP OF CONC./ PAVER TO BE 4" :..:::: ■ :.... . ■ ■ TYP @ ALL PLACES SHOWN LOCATION BELOW FIN. FLR. HOOKED FTG. DOWELS! EMBED `� o 4'-0" 4'4" 4'-6" W/ 25" EXT. ABOVE SLAB "GRADE 40 PROVIDE Y2" x 9" SLOPE' �Q STEEL" RECESS FOR FRT. POOR M -v o 2'-6"x2'-6"X1'-O" FTG 10 I -4" S3 ; 25-10-1%" ` 9'-5t 8" W/ (3) #5 E.W. 5.0 • I in I ��� —------- 4 CJ CJ I T_ \ r v TYP @ 1 STORY 83 I S3 CC :T A I °0 U.N.O. e S3 (2) #5 REBAR 2'-6" x 2'-6" x 1'-0" I clams AHU I I VERTICALS w/ in : cv . I FILLED CELL 7, 1„ W/ (3) #5'S E.W. 2'-6"x2'-6"X1'-0" �. b Cl)I C , G I W/ (3) #5 E.W. S3 I OPT. D PT. -3 1 /2" I. SLOPE _ 5-3"1'-10" T-6" 0 o an ■ : — CJ cJ — CJ 4 I ::. 3-1/2" MIN 3000 PSI CONC. : 2, 72„ 4 6-5" T-2" I SLAB FOR HERNANDO COUNTY ONLY 0o I 3-1/2" MIN 2500 PSI CONC `N K J SLAB OVER 6 MIL VISQUEEN I M� I S3 I S3 VAPOR BARRIER I ' iv 35•-4" 20'-6" ■ I :: • • I BUILDER TO : I PROVIDE (2) #5 REBAR I 0'-0., I APPLIANCE VERTICALS w/ in 4'-0" 12'-1" ' O PROTECTION FILLED CELL °Q I H. WHEN REQUIRED PER FBC ----------+— . .:. .:. --- .:. — -- --------�' . ..... . . . .. . . . . . . .. . . . . . . . .• . . . . . . . . . . . .. . . . . . . . . . � — -- — i--- -------J ■ ■ ■ ■ ■ A S3 TYP @ 1 STORY V-6" 5-78„ 6-4j" U.N.O. 6,_0„ U O N E R. 02 N W C. no DEG H.B,T FOUNDATION PLAN. NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN r1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN w w CONTROL JOINT DETAIL SCALE: 3/4" = V-0" .• • • .� #5 CONTINUOUS ,�: ; •' '�_ REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER '�.',; • '� '� j' '� ;; '• '• ; ; :' BAR ONE FOR EA. ' ' ••• HORIZ. REBAR, TYP. " �• U.N.O. �� • •, �; ""Alternate: • : • ,; •- • The reinf. bars shall be ��,: •'fir,; • : f,: • fir. �r cont. around corner by cold r'. bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" CD v z M z z U, z Ln 0 CZ N 4—) w Ca o O w - LU ce Npp 'G N U �? N L LOL ODD � aO C3 U, ai ¢ d B D. aO N W N F in Z 0 �� o LL�� w• t �o " r E: ci a f1 ��AA 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.LerinarTampa.com is f� a: �z Z Q U O z w QC z J Q O U F� � 0 cl� N3 0 O LL a U =maVyy �1 00 O J C c � Z Q Z J �—{ L1J Z LLJ Z a z V gig O z H m ' ° g w T �FU ° a SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAM ES VERSION NO. 4n0 SHEET NO. 6.0 c a� -�v 0 0 CV n M W Fn N 'v x 02 CD J i A?I WO Q 00 i, 00 01 UPLIFT CONNECTION CROSS-REFERENCE 7/31/18 MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q 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" 8 HETA16 1810 9 - 10d x 1 112" HTA16 1615 1585 10 - 10d x 1 1/2" C H2. A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 1 455 320 8 - 8d R73 610 525 8 - 8d X 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1400 1400 10 - 10d X 1 112" F HHETA20 2235 10 - 10d x 1 1/2" G H10A 1340 1015 18 - 10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2"& 8-10d H HTT4 3610 3105 518"ANCH. 118 10dx1-112 HTT4 2715 5/8" ANCH. 120 1061-112 J HTT5 4350 3740 5/8" ANCH. 126 10dxl-1/2" HTT5 3225 5/8" ANCH. 1(28)1061.1/2 K HD 5/8"DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L 518" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7 64 7/8" ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N I Ljqgr, 11 5/1 70 "' 1005/91 "" 8 -10d x 3" JUS26 1115/1060** — 8 - 10d P HUS26 1550/3335 " 1335/2820 "* 20 - 16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/422D ** 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 1 1195 1005 14-10d x 1-1/2" MGT/MUGT 3140 3140 22 - 10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS X,. HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-10d X 1 1/2" SP1 585 535 10 -10d SPT22 685 8 -10d SP2 1065 605 12 - 10d SPT24 1030 12 - 10d 645 555 1 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 REQ'D ON ROOF PITCHES 3/12 & LOWER. LOADS — ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (A) (+ 1 OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (6) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ('"). (B INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. Rt STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR �y R� CONT LAGER (A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. ROOF FRAMING PLAN SCALE: %4"=1'-0" Z � z c� Z Q a Ln CD cn w r "U -- Ow Of _ L° F- V) ~ U (h so CO r> C N U- OD Q Fz- rn Q o N .O o J G C z N z ca. � °4°�777 ..�j J r' ILO LL L[l Ct W V ¢ ,� a Z O -EMT 'g CD�6 y m LLZ of r//AA o •C < �_ d 'J ,', lu ; I i=: LO To the best of the Engineer's knowledge, information and belief, the structural plans and spedfications 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.LennarTanipa.com w� 7dz-a f a � z U Q Jzz Z w z O ff O " D1 g Q Z Ln z LL. Ln 3: o '� Cr O E = J LL CZo s TE O UoC14 ddwa. z z J rl c W Q LL R U S IWW H c) (� OC) G Q z Q z g C° z = f rn O oo .-4 g a V) o SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAM ES VERSION NO- 4mO SHEET NO. 7.0 71, r a) v 4 All U Q 00 2 2 00 I GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load < 1 .0 Safe vertical load Safe horizontal load _ GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 8F441B/1T8F40 1B/1T 8RF400B/1T 81`321B/1T FORM h GROUT SOUD c? ' N w U O #5 BAR CONT. 8F12-1 B/1 T O "V" LINTEL DETAIL SCALE - N.T.S. I TYPE DESIGNATION TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY = C7 w 8 F 16— B/ 1 T ¢ z t LNOMINA L QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS cT-f precasilfntels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4, maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #SREBAR AT ALTERNATE POWERS MIN. (1) RECIQ'D d ° 1/EAR STEEL LINTEL I O d ° .M.U. #5 REBAR AT TOP MIN. (1) REO'D ° <] 1-1/2" CLEAR a a � L ° GROUT U c, ° T cc c 5REBAR AT ° BOTTOM OF O - LINTEL CAVITY Cn ul 0 V Lu � —BOTTOM REINFORCING PROVIDED IN LINTEL Olt: u p Q < cd rh Z 6 w < • a 3p EBAR R 7-5/8"ACTUAL NOMINAL WIDTH (VARIES) U Ir S N L o 0 ASND CA 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 cementitluos coating. See contractor specifications 4'-6" LL 4'-6" LL i (F� F� 5'-10" LL �D LINTEL PLAN SCALE: %4"=1'-0" Z Z Z Q a U) z Ln Ul � w �o °U — 0 w to c ITO U LU m� NprM 'C N Q rn to Sv 0 Q O Al I BID. N� N CO ou00 t7 yo Z W � z G' Z Uj W �� w W a " o 5 3 0ai `� o C7 H � C 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. LEN NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com S a� 2 Q �gag f F a tj Race- H z !�W �1 89!LLR Q ~® g N O1 a- H TOO F_ r*4 J L a� a � W � u.; �_ z �8 � z 00 rn 00 g = a U, .--t d to o SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAMES VERSION NO. 4wO SHEET NO. 8.0 I m 4 9 00 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 ALTERNATIVE HAVE BEEN CREATED REPLACE A . MANY F THE 0 S C E TO C CC � 0 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 I 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. I 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 Yz 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 TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 2. 2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 2. 3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ed. (2017) AND FLORIDA BUILDING CODE 6th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2. 1. 3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD : 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2. 1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING, 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ed. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2,4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3. 3. 2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / 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 Y2 GROUT FILLED MASONRY: 4„ 4. 1. 7• WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi STRUCTURAL NOTES 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); 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION, 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 4. 3. 3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1.500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3.PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4. 5. 2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS : 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4. 5. 5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft= 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv = 285 PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4, STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4. 7. 6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4. 7. 7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8. 2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ed. (2017), RESIDENTIAL SECTION R318. 4. 8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 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 tr�atment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 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 r#infa11 occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - CoQncrete overpowr and mortar along the foundation perimeter must be removed before extenor 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 T-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. GARAGE DOORS (V = 140 MPH) TYPE: 56 SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE /". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. Z M Z Z Q 0- cn CD N 4--J w "U Ow _ :D � ~ M W a:- ZZZSSS W C+, M � b M ::ecx:,•' �S U 0 o �w� � Q m Al1 BID. N N O N Z LU W a w �LU Z v� o _ WW;FDc icQm CIO ` CQ zz l-L�' To the best of the Engineers knowledge, information and belle}, 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 Wvvvv.LennarTampa.com za it a 0 W � � WzW � J 0 02 cj) Co = i- W z � �3 U = CT I- U 0 I- 00 J UOm �'P a J Ln a LLJ z a z 0 u z $ z o 00 Ln Z Z 17 �g 0 0 rn 06 :5= � r4 0- (n o SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAMES VERSION NO. 4n0 SHEET NO. SN CORNER OF HOME IT GARAGE SIDE �I a� •v :4 x G ao 00 N I w 10'-0" TANK -LESS W/H H C G O O O 5'-0" Q c� STUB -OUT FOR 1'-0" 2 ° LO GAS METER O o o i:V = • 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. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'4" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 1514" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). *' SOUTHERN YELLOW PINE, 55 PSF LOADING ROOF DIAPHRAGM NAILING SCHEDULE RlrK;F I INF + + + + + + + + + + + + + + + + + + + + + + + + + } + + + + + + + + + + + + + + } + + + + + + 1 + + + + 1 t. + + _0" (TYP.) 6'-0" + U-0" + + + + + + + + + + + + + + +[+ ++ } + + + + + + ++ + + + + + + + + o + + + + + + +++}+ + ,. +++++ + c>' — 15/32" CDX PLYWOOD OR 7/16" OSB `RIDGE LINE 140 MPH (1.1103 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0,012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" orp 5000s 1.8/1.7 nel wood panels Two 3/4" wood panels or 2 x p — 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 90 2.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. FILL CELL STD. 90° HOOK BOND BEAM SIMPSON MGT w/(22)10d t w _ NAILS TYP. `GIRDER TRUSS > STD.90° CONT. #5 B ORNT. #5 I HOOK I� BAR 2X TOP PLATE #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D,_—PLYWOOD F LOOR COLUMN AND 1 SHEATHING PER PLAN CONNECTION f I`r T 11_ TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH L Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION a@ INT. BRG. WALL N.T.S. 1/8" min. )Small gap 2" min. 2" max. 4 max. Web Stiffener Fastener Schedule �arm Location - V SeriJoist Bees I Depth ,End Intermediate BCI 5000s®� 1117/8_ _ 2-8d 2 8d - -- 9-1/2 2-8d 3 8d 4 2 8d 5--8d Clinch nails 1 ®9-1/2" 2-8d I 2-8d when -- BC16000s 11-7/8" 2-8d 3-8d possible \ 1 BCI6500sO 14" 2-8d 5-8d 16" 2-8d 6-8d 17Z\ - - 11-7/8" 2-8d -- 3-8d I _ \ BCI 60s® 14" 2-8d I 5-8d-- - Tight fit 16" 2-8d I 6 8d j 11-7/8" 3-16d 3-16d 2x4/Plywood/OSB web stiffener 2" min. BCI 90s® , _14 -5-16d 5-16d required when indicated or 4" max. 16" i 6-16d 6-16d - Hangers with side nailing. - Hangers with sides not containing WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads higher than 15001b. THRU BOLT I.0 SIMPSC w/ (22) NAILS T TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS 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 BLOCKING PANEL, INTERIOR SQUASH BLOCKS AT INTERIOR Boise Joist Blocking Vertical load transfer =1 900 plf max. along bearing wall TYPICAL SIMPSON HETA20 / TYPICAL SIMPSON MTS BEARING Use 3" (10d) nails at 6" o.c. Required on interior walls : for vertical load transfer Plumbing H ETAL20 INSTALLATION / HTS INSTALLATION Load bearing walls when load bearing -for lateral support when joists Vertical load transfer =1900 plf max along load bearing wall. meet over wall, or wall stacks directly over wall or Load bearing wall must stack beam below * over squash=20 blocks and Load bearing wall must stack over Non stacking walls ` blocking and wall or beam below.* require additional wall or beam below.* [ t Joist consideration. Check local building i -When joists meet over wall, provide code forappropriate �1/16" I 1 3/4" minimum bearing for each. I Joist can be offset - up to 3" to avoid PLUMBING LINE details in One 10d box j f vertical plumbing areas=20 of high or=20 sinker i TOP (2) #5's x 4'-0" lateral load. nail each side 3" max CENETERED PIPE @ PVC OR SCH40 SLEEVE at bearing. \ A/C CHASE 4" PVC PENETRATION JOISTS OFFSET } ' SLEEVE THRU STEM I N.T.S. WALL d a a' A -. . fI i Provide adequate bearing _ — A • _ �_ _ Use 10dx3" nails at 6"o.c. for all joist 1T „� A: A , a 4 for each lapped joist. .. _ — A blocking panel *Non -stacking walls — Squash block 10d nails SECTION INT. BRG. WALL require additional consideration.-- _—� °O • • .I! IsT (2x4 minimum) @ Ti7 7T� FINI GRADE N.T.S. III IJ Bearing wall, Versa -Lam LVL or ffil M �i77r� Glulam Beam ®,�lll-�.11' MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges III •��.�� • ■ � ....:� , • rl 6" A %" ROUND HOLE MAY BE CUT ANYWHERE IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Yz" NOTES: DO NOT CUT HOLES LARGER THAN 1Y" ROUND IN CANTILEVERS. 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT, DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1Y" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. Backer block (12" wide min.) Nail with 10-10d nails. Install tight to top flange. Joist hanger 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 A depth I -JOISTS BUCKETS N.T.S. SLEEVE THRU STEM—/ SEE PLAN FOR-----'•. a . • FOUNDATION INFO ' A' STEM FOUNDATION GRADE • a r— REINF. SEE PLAN L'A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. Hint /rnTI^ A 1 TI Ir11 I r►Ir% PVC OR SCH40 SLEEVE TOP (2) #5's x 4'-0" CENETERED @ PIPE//_ I PENETRATION PLUMBING LINE a A _ - a'A : A Z •'a • . CO 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 a' A —� G — AO A as G A A a n c I- 'T-a- a - a SEE FND. PLN. SIZE & REINF. Ch � _zo 2 z Z V, I �✓ U7 a--+ w (D .0 w 0� �v) U mo C14 1..1..1 o�'��f N �:'. � N N Ins i� ti .r ej o _ co �^ Q im Cn o �i Q O 0 D.®=� cO oo Z Lu U) c W — � c a WV¢a. Ii4,,�tt161Yl� o „.. ���11 'ny H - `�•`WWR'�SEN COM 00 •� L0 i34j �. • 0 4 • C•�� `N '��� F 1. 0 .'h4rU4�� 1 "l )iiiPlltt•,' To the best of the Engineers knowledge, info oration and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com �O uo za gQ o Lu o�2 Q OI'�WuLLo g L- LLLJ IIY F-- z �3 � "C3 TI � z W UU o� IL 00 f U) Z J ,­1 Ln UJ a ?--I W z Z W O 00 16 tb O Ln 00 ZZ � w o SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAM ES VERSION NO. 4nO SHEET NO. SN 1 00 i- 7/17- -,�- 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8OR 1/2 HIGH STRENGTH (U.N.O.) (OR e" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS s „ „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O.) (OR GYP. TYPE X @ GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) EACH END (WHEN PARALLEL) GARAGE W!A HABITABLE ROOMSEE ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH 8"x8"x16" NOMINAL BLOCK WITH STUD BELOW TOP PLATE STUD BELOW 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12) 10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (1) ROW 2x BLOCKING @MID 2x #2 SPF STUDS HGT. FOR WALL HGT. s 8'-6". (2) A_ 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. J @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS --------- - - - - -- . - . ---- -- _ _ .... _. _ 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 _ 16d TOENAILS T & B FOR WALL HGT. > 8'-6". 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. > T-6". (ALT: 1/2"xl2" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z _._._ ___17-___._ _- _____- SHEATHING W/ 8d COMMON NAILS @ O.C. OR 5/8"x10' WEDGE ANCHOR APPLICABLE. d _ _ . IL3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ NSULATION PER CHART ON FLOOR PLAN EDGES, AND @ 12" O.C. @ FIELD @ 24" O.C.) INSULATION PER CHART ON FLOOR PLAN "SIMILAR 2x P.T. PLATE 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & .� SLAB & BLOCK IMPSON SP1 w/ (10) 10d NAILS AT FOUNDATION ONLY" SIMPSON SP1 w/ (10) 10d NAILS @ 6" MAX FROM END OF 2 x PLATE E ___ - 5/8"° x 10" "J" BOLT @ 24" O.C. W! IF NOTED, THIS REFERS TO THE (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 CHAIRS (TYP.) CN •- '' Cl) 2"°x3/16" PLATE WASHER (TYP.) ALT: 1/2"xl2" TITEN HD 24" O.C. 2x P.T. BOTTOM PLATE ( �° STEP, SIZE OF FOUNDATION AND REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE UNDERLAYMENT FOR ROOF WWF OR FIBERMESH _ _ _ _ -- ELEV. 0'-0" OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL PITCH > 4:12 AFF O.C.) 2" x6W1.4xW1.4 ATTACHMENTS 2" 6x6W1.4xW1.4 CH e ° (2) LAYERS TYPE I OR TYPE II e WWF OR FIBERMESH \ WWF OR FIBERMESH FOR UNDERLAYMENT (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. - - I °' . ° ° c 19.1 0 D - Tr ;_ 1Ni I tl a ° " " , ° ° a ° ° C7 d ELEV. -0'-3 1/2" o 31/2" MIN. _ ' s-i- 31/2" MIN. I ' I I - " ° A.F.F. e e REQUIREMENTS SEE R905. PRE ENGINEERED WOOD ° ° ° ° 2x4 CONT. " p ° -1 �T 1/2"(min.)- 4" 1/2"(min.) 12 TRUSS @ 24" O.C. U.N.O. - �'� I d " ° , <, Q I I ° n " N , ° .. _ oo a •. - - - r - - o0 „. m e �_ •. (NP') VARIES HURRICANE ANCHOR @EACH TRUSS (SEE UPLIFT SCHED.) W/ - ''! 8,. - I I 1118„a ' GARAGE DEPTH VARIES a _ 31/2"(min.)- 4" 3 1/2"(min.) - 4" - METAL PL. UNDER EA. TRUSS y ' .. - MOISTURE BARRIER 2 #5 CONT. () 4 1 8 2 #5 CONT. () TYPICAL INTERIOR BEARING U.N.O. 8N. INSUL ION LE SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG GARAGE SLAB AT STEP B U.N.O. TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @a STEPrcC NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4 -1 0 „_ ,- „ S3 SCALE: 3/4 -1 0 S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=1'-0" S3 ELEV. VARIES FOR ADDITIONAL SLAB - INFORMATION. 5/8" OR 1/2" HIGH ALUMINUM DRIP cU ON��NU l CAE STRENGTH CEILING EDGE c BOARD PER CODE (OR 5/8" ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING Qcs c GYP. TYPE "X" @ GARAGE W!A HABITABLE ROOM 12"' N.O. 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C ABOVE) W/DRYWALL 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SCREWS @ 7" O.C. EE SOFFIT SHEET LOAD BEARING OR 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY ,o M�o S \ ON �,,/ c SIN (1) ROW 2x BLOCKING @MID HGT. CEILING & 8" O.C. WALLS EXTERIOR WALL �� 8 C.M.U. FORM SUBMITTED WITH PERMIT / \ FOR WALL HGT, s 8'-6". (2) NOTE: INSULATION PER 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION ROWS 2x BLOCKING @ 3rd PTS SEE SECTION C/S3 FOR FOR WALL HGT. > 8'-6". CHART ON FLOOR FILLED SOLID W/GROUT #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION GYP. WB (MIN.) PLAN SEE CC/S3 OR v LAYERS W/ TOTAL THICKNESS 7/8" OVER 1x2 P.T. HORIZONTAL G/S3 FOR ANCHOR "J" 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" �� METAL LATH. FIRST 2 LAYERS 3/8 THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SID1/2"E .GARAGE SIMPSON SP1 w/ SIDE IF APPLICABLE. (10) 10d NAILS NAILER 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 5/8"DIA. EXPANSION BOLT @24 " O.C. (IF NO UP LIFT ON 24" O.C. VERT. OR 2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR STD. 90-HOOK (SEE DETAIL) 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 SPACE ANCHOR 3500#, MIN. TENSION 2600#) 'SIMPSON SP1 (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING -� E BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 iv w/ (10)10d NAILS �, 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED _ BAR a � END OF 2" x PLATE WWF OR FIBERMESH 1x2 PT WD FURRING 24" O.C. @ ARCHITECTURAL FINISH TYP. •- ASSUMED FINISHED GRADE ., PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR #3 & #4 LAP SPLICE '' w � GRADE 40 MIN. Fy=40ksi a o e . . 03 7�� a p �7 �_ ° D FINISH GRADE 00 [GRADE 60 MIN. Fy= 60ksi] �' CL 111� p 111 111T 4 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL MONO OR STEMWALL ° z �,� o D -ITII - - TZ- 25" MIN. LAP [30" MIN. LAP] g I-11 - ° CELLS (SEE FOOTING MONO SHOWN �. P - w U.N.O. FOUNDATION PLAN FOR CLARITY ` ° _ 6 MIL VAPOR BARRIER P ° e. - I -I - _ - #5 REINFORCING BAR R 1 7/8" �' � 'TT - Fr I 1x4 P.T. BASE NAILER FOR LOCATIONS) A - 1 I I 1 III .:=III -III=i I I = I I --I I 1-1 I =1 I I- ? ° - z _ _ 2 - _ - �- - (2) #5 CONT. C n i I #5 LAP SPLICE 4" R INSPECTION PORT AT EACH NOTE: un ° __ - - 11 I 1 El _ • I ° ° ' �_ 36"MIN. LAP [36" MIN. LAP] „ ; ON 3" CHAIRS 8" 1'.4" 8" 31/4" BASEBOARD FILLED CELL TYPICAL *FOR BEARING WALL - W/ ONLY I III III III -III __ __ = COMP. SOIL. (COMPACTED TO ° _ _ I I 95 /o MODIFIED PROCTOR ASTM 1�.1 10" g ) MIN. 2500 PSI CONC. SLAB MIN PSI MAY VARY PER M AT GARAGE CONTRACTOR cn UPLIFT _ _ _ _ _ __ III III=1 -III=1 L -III= III. L I I . I -11 -I 1-I_I -1 III -III I. �- 111 � I 1 I. I I 1 111=I I _- - I I I I III -I I EI 11=I I 1-I 1 D1557) �rrr -�rr 4" V-4" - r� -rrr #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TO CUT BLOCK OR POUR - "�' i=1 1- �, - III=111-11 -III-� -III #6LAP SPLICE('-F� TYPICAL INTERIOR BEARING CURB DUE TO SLOPE _� - - - _- CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION 6D-`**� TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS WALL W/ UPLIFT rG W1.4xW1.4 WWF OR "FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE SEE TYP, WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL _ ._ ,. SCALE: 3/4'-1 0 S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 s SLAB INFORMATION. SLAB INFORMATION. c� r v - - ° y 00 I 6 x 6 W1.4 x W1.4 SEE PLAN VA 6 x 6 W1.4 x W1.4 1 1/2" RECESS FOR ° 31/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 6 MIL VAPOR ► _ = z_ min.) 4" 10d NAILS TO TRUSS TOP CHORD FOR TRUSS M _ BARRIER 4 D _ II N v ° e v GRADE AT 24" O.C. MAX. SEE PLAN FOR CONNECTION INFO ° �' • _ COMP. SOIL. ° - a °O = - - - * ' - - TOP OF BEAM &LAYOUT DESIGN COMPACTED TO 95% - ( Tff�TTT - - - - a _ _ _ - - I i I I TiT (1) #5 REBAR w/ OPT. SEE ROOF PLAN - - - - e a e e 0o E a G MODIFIED PROCTOR -� (2) HTS20 FOR STRUCTURAL rE ASTM D1557 �� WSENCLOSURE BEAM SIZE & ;' a3" MIN. CLR. (2) #5 REBAR CONT. - - 4' I. f CONNECTION INFO Cl) -_ . ` 8 _ ON 3" CHAIRS TYP. 4" 1'.4" STD. 90 NOOK (SEE MIN. I I U.N.O. DETAIL) 2z4P.T. i PLATE 2x4 #2 SYP P.T. FRAMING wl SHEATHING SEE A/S3/J/S6 8" TYPICAL WALL SECTION q TYPICAL THICKENED SLAB EDGE L o.s.e. Z ATTACMIN HED PER ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 SCALE: 3/4" = V-0" S3 SCALE: 3/4"=V-0" S3 w CC `� SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL 112' GYP. BD. P.T. 2x COLUMN LOCATION Q J 6x6 P.T. #2 SYP SLAB INFORMATION. 2" 1/2" FROM ROM SLAB LU ABU66 SLAB STEP &RECESS S.G.D. rM OPT: DEPRESS SLAB 5 Yz" 01_01. 0 CONT. BEAD SEALANT SCALE: 3/4"=V-0" S3 DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND a INTERIOR n 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE PAVERS / DRIVEWAY EXPANSION JOINT ,' ° 31�_^ SEE DETAIL 16/D1 FOR RCH L TO O& wp/C /4"x3" TAPCONS AT 8" MASONRY WALL AND CONCRETE SLAB 14 O.H.D. RECESS 13" O.H.D. RECESS c E o GARAGE ATTACHMENTSCOLUMN 18/D1 PAD FOOTING PAVERS z 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL CONCRETE NAILS W 1 1/2' ATTACHMENTS EXTEND FILL CELLS EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS 8"O.C. @ TO FOUNDATION PAD ' '. r • ' `' STAGGERED, FROM BOTTOM INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFO%RCING. •� " PLATE TO CONCRETE - ON FLOOR PLAN SIZE VARIES PER PLAN M 00 ? GRADE4 ° = (MIN. SHEAR 180#MIN. CONT. BEAD SEALANT " M w/ MIN. (2) #5 VERTICALS FOR • .... 4 T co _ . .. I ao TENSION 120#) CONCRETE SLAB E FILLED SOLID (SEE PLAN -_ - - . 4 . I - 6 x 6 W1.4 x W1.4 N SIZE AND REINFORCEMENT) c7 z ° • III 1 III III =1 1-1 11= 1 l--- 11 w ., •, *.. •, WWF OR FIBERMESH �,, W o _ _ IF ' -I - -- BRICK PAVERS or SLA B PER p o z ° - - __ • _ SEE A/S3 OR J/S6 11 _ SEE A/S3 OR J/S6 I - `��' III= = _ 0'-0" FIN. FLR.� COMMUNITY SPECS " _ 6 MIL VAPOR -- _ 'J I 1-­1 1=i = - - - - - I ) L - 1 -, FOOTING IIIIII , 11 _. FOR REINF. INFO. _ FOR REINF. INFO. IN. CLEARANCE BARRIER __- _= Il 1 I-1_I I- ITI 1=TI=1=i1 II 11 III I1 III BEYOND �i 1 4' (1 STORY) / MI8 " (1 STORY wEDEPRESSED SLAB OPT.) 1'-4 (1 ST RY) I II i I �I I I1 II I III i •, .; ti •. PAD REINFORCEMENT 1 -1II 3" MINI CLEARANCE (SEE SCHEDULE) ARANCE 1' 8" (2 STOR) V-8" (2 ST RY) 4" 4" • y . ,, CONC. PAD INFO. FOOTING WIDTH • ► V. SEE SCHEDULE GARAGE DOOR SLAB RECESS J,1 GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S.Q SCALE: 3/4"=V-0" S3 SCALE: 3/4"= 1•-0" SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. QD Z r'� z a U) zClt/) C9 L1J •V - 0 w c LU m N ¢ $� Al I B D. n _LL a W ' Z o 0 Q Z u�s� prr� A FDSFNIT C0" . a �� r L ,"�i. OF,ESJ�O ����• To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com 5�5 uj za J o L�B�W �R Q J 29 Q o a� z O Lz w U = Q 0 . P 0 tip: orj 0 LL. Q d' Co wZ .--i Ho In LIJ 2: Q Q z g g O O Z m 0 � � � w a �W o SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAM ES VERSION NO. � . O 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 POINT w/ (3)12d MIN. EXTENSION FROM TONEAILS SPACED DOUBLE 2x TOP EXTERIOR FACE OF BLOCK EVENLY WALL IS 1 1/2" MAXIMUM 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 PLATE INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 2 1/4" ` 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYp) 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/ 1 3 10d TOENAILS T&B 2 1Od NAILS AT EACH STUD I AS REQ'D 2x BLOCKING @ MID 7— POINT EVERY OTHER ai a STUD W/ (3) 10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C ne EDGES & 8" O/C FIELD a SIMPSON SP1 w/ (10) 10d c2 NAILS AT EACH STUD 8 2x P.T. PLATE r- 5/8" x 10" "J" BOLT @ 24" O/C MAX —� W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT E5 1 #5 VERT. IN CONC. FILLED CELL W/ n, STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL BLOCKING (TYP.) \--ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER z SCALE: N.T.S. S 8 MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 = SEAT FOR BLOCK IS POURED IN PLACE CONCRETE 41 GARAGE FLOOR SLAB iZ TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD\ FOR DRAINAGE L-SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. CL TO DRAIN EXTERIOR WALL WALL CLEAN -OUT rA SCALE: N.T.S. S4 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" DOOR JAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D S4 SCALE: N.T.S. 54 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" KNOCK -OUT NOTCH LINTEL WHERE REQUIRED 7 BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT / 4 o 8 STD, 9d'HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION - NOTES; 1Q 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. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. 0 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. G S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR SCRAP MATERIAL BLOCK WALL ABOVE. MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE \� \ N > 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.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER _ CONNECTION ASSEMBLY .., GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. n POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. r�I SFF Ow N 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" --� O/C TYP, DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING -� 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 3ARAGE IOOR (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"xl0" OR GREATER HEADER 1 ----(2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. 00 O,q SIMPSON HTT4 TYP. Op �N�NC 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. S4 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. 5/8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION SIMPSON SP4 �01 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 12 (TYP.) SEE ELEV. SIMSON SP2 w/ (12)10d I/ NAIL AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED 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 - L IN KO BLOCK AT EA. STUD MAIN SPAN ROOF TRUSS MOISTURE BARRIER UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF • . ' 4S„SPLICE STAGGERED r G . ' 10d @ 8" O/C ATTACH ALL J EXTERIOR STUDS W/ (4) 16d TOENAILS TO 70P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS J SIMPSON n 2X P.T. PLATE SIMPSON SP4 —i almraviv ar4 SP2 011virwry NAILED TRANSOM FRAMING INTO TRANSOM FRAMING 10 ST ST SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP1 RECESS SIMPSON SP4 SIMPSON- SP4 M' LINTEL 2X8 P.T. BOTTOM P TE \ I SIMPSON SP2 -, NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END w U 2x TOP PLATE Cn V2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" v O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. SEE A/S3 FOR STAGGERED FROM BOT. REINF. INFO. PLATE TO CONCRETE TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR -09 P.L. 1.8E Fb=2400 PSI (AS PER PLANS) 0000 • HTT4 w/ (18)10d NAILS (3610# SPF) • HTT5 w/ (26)10d NAILS (4670# SPF) • DTT2Z w/ (8)1/4" x 1 1/2" SDS (1835# SPF) o ° HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (2215# SPF) • HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (3285# SPF) _ HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (4065# SPF) • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) • HDU11-SDS2.5 w/ (30)114" x 21/2"SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT 0 • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU11 USE 1" DIA, x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT HTT / HDU TENSION TIE rN SCALE: NTS S4 ar4 2X TOP PLATE OVERLAPPING NAILS @ 6" %GGERED 3OLTS @ 24" O.C. kX 2X P.T. PLATE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 " C ROOF TRUSS ABOVE 2X BLOCKING (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6)10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM 2X8 P.T. BOTTOM PLATE OD 5/8"xl0" "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 rR SCALE: N.T.S. S4 U V z_M z z� Q z Ln CD C1 (L) w •0 w I— ~ `V U_j @Y 8 M CD CON r_ M U Le N �"w 01- � �CD Q a v a CL Q d B D. `� , N •D .—+ N c0 oc`vz 4i� 2 02 Q u LL '� LU a LL a W V a �-�t s Z���Ya °xo °n W \% I °� •:www sr.NQM "- =- �= 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 Flodda Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com �g t� t5 0 z¢ Uz zoo 0 �g z 00 Q 8 tx L � ^ L.L z z f z 1 Z \� 3 W Uv J Q� o z o W' 0 i Q w 0o fV LU zfli J r-I W W Z <ZU t2 O Z Z m 00 Z g t =LU SCALE : AS NOTED DATE : 7/31 /2018 TECH: M)AMES VERSION NO. 4n0 SHEET NO. S4 SIMPSON HGAMV 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 H10A w/ (18) SIMPSON SP4 w/ NAILING SCHEDULE FOR TOENAIL W/ (2) 16d NAILS SIMPSON H10A w/ (18) (6) 10d x 2 x4 OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. 1 12" AT EA STUD SHEATHING DETAIL 10d x 1 12" AT EA. 2"x4" SEE STRUCTURAL NOTES (USE BACKNAIL w/ (2) 16d NAILS SIMPSON H10A w/ (18) 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 ROWS OF a5° t 24" MAX. TOP CORD BLOCKING a5°± 2X4 CONT"L" BRACE TOP CORD BLOCKING TRUSSES @ SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2) l Od 3" FOR FIRST FOUR ROWS EDGES OF 2x4 CRO BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" O/C. CMID HEIGHT OF TRUSSES @ EDGES SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF OF SHEATHING TYPICA 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)10d 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 • SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d SIMPSON H2.5A w/ (10) 8d FROM LEDGER TO : 7/16" OSB SHEATHING & (2)10d TOE NAILS @ BLOCKING ATTACHED W/ 10d EA. END 7@ 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 10dX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS 10d INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD 2x4 PANEL BLOCKING @ 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FOR THE FIRST (4) FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE ROWS OF TRUSSES FRO @ 48" O.C. MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED EA. END TYP. TOP & BOTTOM ATTACHED w/ (2 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. 16d TOENAILS PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 10dx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"X2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) 10d NAILS & (4)1/4"X2 1/4" SCALE: N.T.S. SCJ SCALE: N.T.S. Srj TITEN ON OUTSIDE BACKNAIL W/ 2 16d NAILS SIMPSON H10A w/ (18) x L SEE STRUCTURAL NOTES 10d x 1 12 AT EA. SP8 FOR 2x8 WALL) AND NAILING SCHEDULE OUTLOOKER 2x4 OUTLOOKER FOR SHEATHIN DETAIL @ 24" O/C 2x4 OUTLOOKER @ 24" TOP CORD O.C. (OPTIONAL -SEE 4" MAX. BLOCKING FOR ELEVATIONS) FIRST FOUR ROWS DOUBLE TOP PLATE X1 OF TRUSSES @ 2x4 CROSS BRACE APPROX. 8" 2"x4" CROSS BRACE 24" MAX. EDGES OF FROM RIDGE FASTENED AT APPROX. 8" FROM SHEATHING TYP. EACH JOINT W/ (2)10d & (2) 10d RIDGE FASTENED AT "L" BRACE TO EXTEND TOE NAILS @ EA. END EACH JOINT W/ (2) ; AT LEAST 90% OF WEB 10d & (2)10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2) 16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF ; NAILS ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C, EDGES TRUSSES FROM EA. O. 6 O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD (2)16d NAILS BOTTOM ATTACHED 48" 2x BLOCKING W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH M 2x4 "T" ON TOP OF PANEL SIMPSON 10dx3" @ 4" 0/C HGA10KTw/ (4)1/4"x1 1J2" BLOCKING, FASTEN WITH SDS SCREWS TO TRUSS & (4)1/4"x3° 10dx3" @ 4" O/C SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ 12 1 ( ) Od 2x4 LEDGER (MATCH BOTTOM NAILS AT EACH STUD DBL. TOP PLATE CHORD SLOPE OF ADJACENT STUD WALL SEE TYP. SEC.) TRUSS) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 () 10d x 1 12" AT EA. 2x4 OUTLOOKER -REFER TO DETAIL J ON SHEET S5 FOR N SEE STRUCTURAL--,,,_OUTLOOKER @ 24" O/C X-BRACING, AND TOP NOTES AND NAILING TOP CORD CHORD BLOCKING N SCHEDULE FOR BLOCKING FOR INFORMATION °° °° SHEATHING DETAIL UR ROWS FIRST OSES OF TRU@ 1 11 2 2"x4" CROSS BRACE 24" MAX. EDGES OF WOOD TRUSSES Co 00 APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND -2x4 RAT RUN BRACING 1 1 2" EACH JOINT W/ (2) AT LEAST 90% OF WEB AT 24" O.C. ON TOP OF 10d & 2 TOE () 10d LENGTH (SEE TABLE) BOTT. CHORD FOR 4 TRUSS SPANS NAILS @ EA. END GABLE TRUSS ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" /; AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS 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. z E ES AND 12" O.C. FIELD O/C w/ (2)16d ( ) D = 0.148", L = 3" OR EQUAL (D - 0.207 , L = 4 1/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & JACK TRUSS TOENAILS @ EA. END NOTES: BOTTOM ATTACHED / SEE PLAN FOR 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2) 16d TOENAILS77'7"! � CONNECTION MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL 2x4 "T" ON TOP OF PANEL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 10dx3" @ 4" O/C (2) 12d TOENAILS EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON -LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING)SECTION g ram" SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS r8—'�� = S CV ADDITIONAL INFORMATION. (\ G 45° I MINIMUM 2x CROSS BRACING m (SEE PLAN FOR LOCATIONS) or (2)16d PER $ I JOINT CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 0 .-jj CROSS BRACING DETAIL ("'—J� I Q 12 N � 6.9 MAX.,. SCALE: N.T.S. 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)10d PER JOINT TOENAIL- W/ (2)16d NAILS ALTERNATE NON -DROP GABLE END DETAIL 1 GABLE TRUSS 55 "L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 co s L GABLE END BRACING DETAIL S5 CONT. BEARING 1­1 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. i SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES SCALE: N.T.S. 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. Srj "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)10d WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) 0 z w BRACING w/ (3)10d x 3" AT • EACH CONN. @ 24" O/C SIMPSON HGAMIOKTA w/ (4) MOISTURE BARRIER 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"X2 3/4" BOND BEAM TITEN TO CMU MASONRY WALL 20'-0" MAX "X" BRACE SEE DET. J/S5 2x4 BLOCKING 2x4 7' BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAILS 6 SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX r CONTINUOUS BOTTOIiiii CHORD BRACING 2X4 MIN. INS ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. @ NON -LOAD BEARING LOCATION (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.0.) "L" BRACE 24" 0'0" - 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 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) —GABLE TRUSS �CONT. BEARING GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. 0 0 a 9C� CORNER JACK Y w z 0 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 AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL /TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION CD M Z z z� a V) CD u.r (Dma) C o •p w mU 1 0 w r— E N 00 co ¢ -g �i86 6 D. N .O 4nZ W ��`�z rc� z- jim, -NLL c^ .4 ryj Ll.. W _ . , , a w W V¢�� O vs F '� S �' WL{{�� p� a; 2 � S ��iFitl��r'i'f!'�. rA rr W�" F / wwtn a - o ?`4 t J _ i C 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. Engine'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 � Tampa, FL 33607 www. LennarTampa.com �gog �Q Z< �Q o 5� �5Z2 J � Q® g r � U) � Z Q a wrl 0 U = z 8 o0 J_ Q W O a LL Q QLL� z J r�-I W z W Z QzU u OR O z IV m LU N aW rn ,--I a o SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAM ES VERSION N0. 4mO SHEET NO. S5 v 0 r- 1 00 m it S JO Q 00 J. it �v v x 0 Q 0 N S E 9 10 0 N N LZ 0 U U 0 a a 0 N W DOOR JAMB (REFER 1X4 1/2" DRYWALL "DRYWALL DOOR JAMB (REFER DOOR JAMB (REFER 1 X 4 1/2" DRYWALL UNACCEPTABLE INSTALLTION MAX.8" , TO SHT. SDW2-K1 P.T. TO SHT. SDW2-K1 TO SHT. SDW2-K1 FOR CONN. DETAILS PROPER INSTALLATION DO NOT DO THIS ' 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. FOR CONN. DETAILS FOR CONN. DETAILS 1X 4 ff8P. 1 X 4 FURRING#5 #5 REBAR (TYP,) 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" 3-1/4" LONG X 3/16"� FURRING 3/16"0 X 3" LONG FURRING 3/16"0 X 3-1/2" LONG REBAR AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELDTAPCONS - O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCONS STAGGERED STAGGERED @ 16"BLOCK@ 2X8 (TYP,) SPACING „ 1 DETAIL . STAGGERED @ 16" O.C. O.C. 2-ROWS INTO 2-ROWS INTO 1X8 ; PER MANUFACTURE MASONRY THROUGH �� 1-1 /2 DETAIL MASONRY THROUGH 31' DETAIL j STD. 90^ ` �I D. 90° HOOK (TYP.) = Zx BAND JOIST Wl FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 1Od @ TRUSS VERT. WEB 3/16" x 3 -1/2" TAPCON @ 16" 1X4 P.T. i METAL SEAT PLATE O.C. & 4' FROM 3/16 x 3 -1/2 DOOR JAMB (REFER 1 X 4 1/2' DRYWALL ]ILDOOR NOTE: JAMB (REFER EACH END W/ MIN. DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR j j LAP SHEATHING TO BOTTOM OF BAND TO SHT. SDW2-K1 2" EDGE DIST. TO SHT. SDW2-K1 CONN. DETAIL JOIST TYPICAL FOR CONN. DETAILS FOR CONN. DETAILS ���' 1 X 4 i �'j 10d @ 12" O.C. 2X8 P.T. WITH 3/16"0 X 3" FURRING+2 NOTC @FIRST COURSE SIMPSON HGAM10KTA @ 12" O.C. LONG TAPCONS 2X8 P.T. 2X8 ' w/ (4)1/4x1 1/2" SDS SCREWS 2x P.T. AS REQ'D STAGGERED @ 16" O.C. — INTO BAND JOIST & (4)1/4"x2 3/4" 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1 /411 DETAIL ±5" NOTCH WEB AT THE FIRST 2 COURSES TITEN INTO K.O. BLOCK BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC LED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION rH RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION A -A UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN. = 1610 # FOR 2 STRAPS FILL 1st 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8" SOLID W/UT 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS 1 PLY PRE-ENGINEERED TRUSS BLOCK HEADER ARCH BLKG. &BUCK SIMPSON HM9KT w/ (4)1/4"xl 1/2" SDS 1/2" DRYWALL * SCREWS & (5) 1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"x21/4" TITEN = 2150 #) 2 x 8 45A DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION 7116" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR OR CONTACT ENGINEER of RECORD FOR SCRIBE (NOTCH) POLY CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. FURTHER INSTRUCTIONS. ° ° BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3) 10d NAILS AT EA. END RETROFIT TRUSS DETAIL OVERHAN , •' ° CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) 4"MIN. OF BRACE INSTALLATION DETAILS A 2 X 4 #2 SYP SCAB TO SIDE OF -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4" TO 1 112" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED W/ 3 #6 X 4'/i' WOOD ) () * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4"- NO REPAIR REO'D. START OF ARC SCREWS @ 16" O.C. MAX, OR IF MASONRY WALL / (2) 10d NAILS @ 8" O.C. ARCH DETAIL 4' MAX. RAD. � USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ FR TO TRUSS TOP CHORD qN XpV y MIN. 4" EMBEDMENT AT 16" O.C. �F SOT �� 1-O 5 -011 SCALE: N.T.S. SS 12 + + N PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + OlLfINISHFLOQI 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED EMBEDMENT INTO ) PER NAILING SCHEDULE ALL TO SUPPORT ° °' 1/4" MAX 2 0 8 TRUSS + SOFFIT ° . :�D . .'► p #5 BAR BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON + + °' 10„ ° H ° CENTERED W/ 1 X 4 FURRING BLKG. &BUCK 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS 2X4 SYP . , EACH TRUSS e > ° 'n — IN TOP 4 . a ' KNOCKOUT / iN .' e ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 8 DIAG. BRACE B 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2 MIN. O DE 2x CONTPROVI W/ CONNECTOR MONO FOOTING e e .> x (3) SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SEE LINTEL AND SECTION DETAILS BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY SCHED. LEAVE A CUT OUT IN O.S.B, ON T MIN. OF START OF TRUSS COMPANY OR 2x4 ° CLEAN FILL ° 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT .► DIRT 4 z TO BE INSTALLED � BUILT UP PLWD. BUCK - 4'- ' MAX SE LAN PRECAST LINTEL ° . ° STANDARD ` N SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION 90' HOOK #5 BAR IN r TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4%- WOOD FOR OVER HANG FILLED CELL 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") • ' ,� , _ .,. 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. ,• , • f '• ' , ,• ' , •' , , ' •• ANCHOR INTO ARCH BLKG. rK STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-BMONO ARCH DETAIL SECTION @ ENTRY L SECTION @ ROOF EXTENSION M REINF. PERLAN AND STEMWALL TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" = 1'-0" SS SCALE: 3/4" = 1'-0" QS—,) SECTION DETAILS SCALE: 3/4" = 1'-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL, SEE PLAN FOR -- D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR SIMPSON HTT4 w/ (18) 10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD � #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS PER ANCHOR 9 ga. PANEL ) OCCURS TOP WITH MIN. 3" EPDXIED w/ SIMPSON "SET" z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. THE SAME SPACING ( REINFORCING COVER 6 EPDXY MIN. 6" EMBEDMENT & ` O SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER -0 F•F . 3" MIN. EDGE DISTANCE FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP Uj NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL oP. w a A REINFORCING AS FOLLOWS: 1 * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT j o e _ — g g * PRESS PANEL REINFORCING INTO PLACE. rrr � #5x6' EMBEDDED INTO 6" MIN. LAP SPLICE W/ c ° EXISTING FOOTING (2) #5x6' IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL r in FILLED CELL SMOOTH. DO NO FURROW. ° ° :° N DRILL 3/4"x5"MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6"MIN. LAP GRADE o SET BAR IN EPDXY G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: CV Cl)z REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. g TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ' (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. of COVER EA. WAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 7 EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" FOR WIND SPEEDS UP TO 110 MPH', PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. zo z z t/•) (D Q) C1,3 4-J ,,, � o •p Lu In c 120 � M LLJ ■ u�r ��`�l ti = � � N Of te ¢At 05 �Q o I BID. \� N `O p N � � N 4 z _ ua a WLU F o QQ 1jL W • •;��16R1(�l�jl 0� Q_ rJ\ v,Jf ;fir; . F . J w DSENG.CO4 i F `l_ 0 "\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 - Resldential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com a� f� �4a U Z W G U Z �y2w Z C R° J K If i � Ln3 � W 9s F-- LU ° C) t� o�o LLJ J rl Lij di z F u O Z z8 Ln Zh$!�r � 0o g = J rn �f a cn s SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAMES VERSION NO' 4n0 SHEET NO. SS CROSS BRACING DETAIL (TYP.) SCALE: NTS 1 •.f � i vu `w ­1 1 f f Avv • v w SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. ,�A TRUSS G.T. ADD 2X4 ALONGSIDE - TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING PACK MAX 24" SPAN (EITHER PUSSES HIP SIDE OR BOTH IF REQ'D) 11 A G.T (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: NTS (2) 2x8 #2 SYP wj O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM a' RAISED ENTRY 2 MASONRY WALL 4 SCALE: NTS EXTERIOR ATTACHEDI SCHEDULE 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 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ ENTRY FRONT WALL SCALE:NTS C: TRUSS NOTES. TYP. HAND FRAMING ABOVE TRUSS CONV. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" O.C. 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED EACH DIRECTION TYP. U.N.O. SIMPSON LSTA18 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/MIN. (4) 12d WHEN VERTICAL SCAB 2 x 6 w/ (12) 10d NAILS SEE PLAN I. CENTERED AT SIMPSON HUC410 w/ (14) FOR CAN I BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO #2 SPF 48 O.C. W/ (4) 16d INTO HEADER & (6) INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS 2x8 BLOCKING NAILED @ 10d TOP & BOTTOM SPLIT TO TIE 16d INTO BEAM - SEE COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES EACH SIDE w/ (3) 12d NAILS OR SIMPSON H2.5A w/ BEAMS TOGETHER ROOF PLAN FOR MORE OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD WHEN REQUIRED w/ (2) (10) 8d NAILS INFO SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SIMPSON HTS20 w/ (24) 10d x SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION 1 1/2" NAILS EACH SEE FLOOR PLAN FOR OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN 2x4 #2 SYP NAILER. NAIL COLLAR TIE FOR COLUMN SIZE INDICATED ON BM. A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. EVERY 3rd &ADDITIONAL INFO. SCHEDULE/PLAN TO STUDS w/ (3) 16d AT 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR EACH STUD -TOENAIL ROOF AND EXTERIOR LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING RAFTER REQ'D ONLY WHEN COLUMN SIZE & BASE EACH TRUSS TO NAILER SHEATHING ATTACHED SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" aC �C INDICATED ON BM. w/ (3) 10d PER NAILING SCHEDULE O.C. MAXIMUM. 2x4 SPF 2 (2) #7 x 3-1/2" A SCHEDULE/PLAN OPTION B CONNECTION INFO OPTION C. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d WOOD SCREW EACH SEE 2ND FLOOR WALL SECTION NAILS AT EACH TRUSS INTERSECTION. CB TRUSS OR SIMPSON FOR ADDITIONAL INFORMATION 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS H2.5A w/ (10) 8d NAILS COMMON B M . TO POST ATTACHMENT A DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT Tg AT 48" O.C. SEE ROOF PLAN ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Dg B FOR BEAM SIZE & SCALE: 3/4"=1'-0" IF 2x DOUBLE LEDGER, 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS BEVEL CUTS CONNECTION INFO. ��j BM. SPLICE OVER ATTACH FIRST PLY DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS (OPTIONAL) CENTER OF POST w/ (4) 16d NAILS TO EA. PRE-ENG. TRUSS A F 2X4 BLOCKING SEE PLAN FOR END OF TRUSS THEN 2X4 DIAGONAL AT 8'-0" O.C. ATTACH SECOND PLY BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP TOP OFBEAM VV MAX &EACH END ALTERNATE 3 / CHORD AT ALL HAND FRAMED AREAS TYP. w( ) ROWS OF 16d DIRECTION TYP. A NAILS AT 24" O.C. c a • :8 OCR. I DIAGONAL 2x8 #2 SPF RIDGE BEAM °2 AT 8'-0" WOOD SIMPSON LUS26 w/ (8) 10d NAILS • __,�: 8 MAX TRUSS �C •�C 2x6 #2 SYP RAFTERS FOR SPANS 4FT SIMPSON MTS18 w/ (14) OR IF 2 PLY TRUSS SIMPSON r- TO 8FT 2X4 RAFTERS FOR SPANS LESS 10d NAILS TYP. U.N.O. SEE PLAN FOR SIMPSON LUS26-2 w/ (8) 16d NAILS TO ZSEE FLOOR FRAMING PLAN THAN 4FT @ 2'4"0.C. MAX. w/ (3) 10d CANTILEVER IF MTS18 w/ (14) LEDGER AND J/S6 FOR MORE INFO. COMMON TOENAILS TO TIE BEAM SEE FLOOR PLAN FOR INDICATED 10d NAILS VERIFY WITH PLAN FOR COLUMN SIZE & 2X10 #2 SYP CONT. LEDGER w/ (3) ADDITIONAL INFO. TYP. U.N.O. 1/2" X 4 1/2" LAG SCREWS ATTACH LOCATION AND DIRECTION 2X4 CONT. AT CONC. MASONRY (IF PARALLEL SEE 2/D2 FOR END OF EACH T & B CHORD STEEL OR WOOD (WOOD COLUMN SHOWN) FLOOR TRUSSEWS IN24o0 O.C. MAX. (AT BLOCKING INFO) *POE* BEARING SUPPORT MIDDLE EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL m SCREWS EACH SIDE) (TYPICAL) A —A ALTERNATE BLOCKING CORNER SEE FOUNDATION SECTION AT LOW ROOF s DETAIL @ INTERIOR BEARING PLAN FOR MORE INFO SCALE: NTS � 3 �i'S/ WOOD TRUSS SCALE: NTS COMMON B M . ATTACHMENT r18 S A PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE: NTS SUPPORT WHERE TRUSS DEPTH EXCEEDS S TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT LO I SCALE: NTS 00 gL VARIES 2x STUDS @ 16" O.C. --- ROOF SHEATHING SEE 1/S5 FOR w/ SIMPSON SP1 w/ (10) 10d ATTACHED PER ti NAILS AT BASE & SIMPSON SEE PLAN FOR ADDITIONAL NAILING SCHEDULE 8d NAILS AT VALLEY TRUSS SP2 w/ 12 10d NAILS AT TOP OUTLOOKER ( ) 2x4 #2 SPF BRACING @ 4 4" O.C. INFO. U EXTERIOR SHEATHING INFO. 16" O.C. W/ (4) 12d COMMON TRUSSES. 2x BLOCKING BETWEEN STUDS 3 TOENAILS TO TOP - —� ATTACHED PER — —T►/L� SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON NAILING SCHEDULE TO TRUSS W/ (2) 12d TOENAILS a PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS ti EACH END ( BETWEEN TRUSSES o STRUCTURAL SHEATHING NAILS TO TRUSS �� SPF TOP INFORMATION. AT BASE SEE J/S6 FOR y (2) 12d NAILS TO EACH VERTICAL i ATTACHED PER NAILING BOTTOM CHORD GABLE LOW ROOF/WALL PLATE MORE INFO. TRUSS STUD) SCHEDULE ti SHEATHING ATTACHED ~ VARIES SEE PLAN y PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d 2 J VARIES W/ FOR WALL LOCATION 1/2" 2x4 BASE PLATE W/ PLYWOOD NAILS @ 16" O.C. ALONG W/ IE " ROOF SLOPE " SIMPSON LSTA30 w/ SIMPSON MTS12 w/ (14) 10d x \ (22) 10d NAILS OR (2) 16d NAILS TO f> 1 1/2" NAILS TO BLOCKING SIMPSON MTS12 w/ EACH COMMON ,, WOOD WALL TRUSS/ FRAMING r r BELOW @ 16' O.C. i OR TRUSS. 2X4 CONT. W/ 2 (14) 10d x 1 1/2" NAILS r O TYP TOP & BOTTOM ,�T r MIN. 2x4 #2 SPF STUDS @ SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR TO FLOOR GIRDER o NAILS EACH 4 ► SHEATHING ATTACHED BELOW @ 16" O.C. r PER NAILING SCHEDULE & • MASONRY WALL BELOW: SIMPSON PLYWOOD o STUD TYP. T&B - (3) 12d TOENAILS TO °.. HETA16 w/ (9) 10d x 1 1/2" NAILS @ .� i FLOORING SEE PLAN FOR PLATE BELOW -- MASONRY WALL TRUSS OR 4 -0 O.C. TO GABLE TRUSS ROOF SYSTEM TOP OF WALL OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ o p MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER SEE TRUSS PLAN a, (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. i W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR TO GABLE TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE 16" O.C. MAX. SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) SHEAR TRANSFER INFO. SECTION aC� FLOOR FOR CONNECTION CONNECTIONS TO G.T. 16d NAILS AT EACH END N EXTERIOR. WALL SECTION ENTRY 8 CONNECTION 22 SECTION AT HIP GABLE 12 SECTION @ BUMP OUT 39 M SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS W DETAILS & SECTIONS U Z co C1_ U, z CD<„ GNV) o •V — 0 w TO r't3 U o^ m r,r xf U m M c0 04 t LL 00 C Y ¢0) O Y LoR! Aa�0 t- LU 4Cn a WV Q .- o V N ��� m m LL. 0ON/j��/' o •� 1 1 43 •': 017 (x Rai lQ F l 4u IIIII1111 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residentlal 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com cc6 zaa f Ba�0zoo g� � J Q CL Z O g j %,-.00 U LLJ V)3 t--1 W z w L UU = C J < 859Z R o S t70 o Q^ w U N Q Qo w �^} Z t--1 w � Z00 $8 O Z z tu W O 00 g LU = W rn ,-+ a U0 s SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAMES VERSION NO 4n0 SHEET NO. D1 Iy in L� FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE WEATHER RESISITIVE BARRIER TAPE (A65EMBLl� WINpOW � 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 SINGLE JOIST SELF -ADHERED FLASHING SELF -ADHERED FLASHING DECK JOIST 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) SELF -ADHERED FLASHING DOUBLE JOIST WOOD BEAM BELOW SELF -ADHERED FLASHING 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 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING PATCH HERED FLASHING IOl L 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 V, Q SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF NEEDED IN CORNERS THROUGH SELF -ADHERED FLASHING -� RUBBERIZED RUBBERIZED ASPHALT ASPHALT ADHESIVE ADHESIVE - SELF -ADHERED FLASHING I - OWN SELF -ADHERED FLASHING INSIDE CORNER SCORED RELEASE PAPER (BEFORE FOLDING. SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) �Ground� SELF -ADHERED FLASHING FOUNDATION WEEP SCREED a OUTSIDE CORNER I • Water Resistant Barrier Lath Sheathing Stucco FLASHING REQUIREMENTS R609.1 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. R703.2 Weather -resistant sheathing paper. One layer of No.15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.4 Exception: Omission of the water -resistive barrier is permitted in the following situations: 1. In detached accessory buildings. 2. Under exterior wall finish materials as permitted in Table R703.4 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.6.2.1 Weep Screeds A Minimum 0.019-inch (No. 26 Galy. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 Detail Instructions Refer to the number marked as Gin each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL NOT USED NOT USED SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing -Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all � z z Q r U, z cn c� 4--J w �V 0 Llt ru E ,v U U L.1 J M mo N M Cl) f0 M CN Cc L a o rn n o �, $ e A I 1W e N 'O � K N to o Sy Nz tA Z M fi' _o C9 a r�33LLti w W _ w a Ch W V , 0rn �L I Z III ems_ LLtore Q jjjsiss»i W o o c.? U [ W WW.FDSt.NG.COM 00 0 N N N 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 - Residenbal 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 SZ LU o Z9 fit �a~ a bz 0 -11 U) N�Ritz ii I m OILLo j Q a _ oC I- W o Z � (1) t-i U_ O 3 0 =� t-I CC W � Z �o o LLl f�a� fV a FR Z LLJ Lii di L< " U Z _J di U g k 0�0 Z Z r8 m rn Ln Z U 2 R �f ,-'I d to o SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAMES VERSION NO. 4mO SHEET NO. W P I _-A1: I I _ l __ I __1- 1. I _ _ I I ! L,L_- r r enr.I r - ... v.e ..-,,, ., „ I • March 20, 2018 Re: Wood Construction Connector Compliance for 2015 International Codes & 2017 Florida Codes To Whom It May Concern Section 2303.5 of the 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 D1701 Test Method for Mechanical Fasteners in Wood. Both methods determine a connector's allowable bad as the lowest of the following: 1. Lowest ultimate of three tests (or average of 6) with a safety factor of 3 2. Average load at 1/8-inch deflection 3 Calculations per American Wood Council National Design Specification for Wood Construction (NDS) The primary changes In ASTM D7147 are requirements to measure properties of the tested materials, such as steel strength, fastener strength, and wood 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 bads 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 wood connector evaluation reports, we recommend that building departments under the 2015 I -Codes and 2017 Florida Codes continue to accept code reports showing compliance to the 2012 and 2014 editions, respectively, until July 2018. The information in this letter is valid until 8/30/2018 when it will be re-evaluated by Simpson Strong -Tie. Please visit WMbtronotie.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 50M Sincerely, SIMPSON STRONG -TIE COMPANY INC. AP3f Keith Cullum, P.E., LEED AP d%VBDW Engineer, Southeast U.S. Branch Page I of I Sinps.n Sl,wrp Ti. Company Inc 2221 Country lane McKinney. TX 75080 Phone. 072.542.0328 Fax: 072.542.4130 rr stionntie.com ( , 8�tckNe. F�Or11Af.dv L?roAuetJippYovlPMo ,.}r1lfaRt101tRMpet4 its) .- sg101tNo . r 1, AypfYrrNNio �re1s �Rm1 A3 FL17244.1 ESR3455 A23 FL10446.2 ESR-2606 HD210.2 FL17232.3 ESR-3445 HU210-2 FL10856.4 ESR-2549 H0212-2 FL17232.3 ESR-3445 HU212-2 FL10856A ESR-2549 HD218 FL17232.3 ESR-3445 HU216 FL10856.5 ESR-2549 HD216.3 FL17232.3 ESR-3445 HU216-3 FL10B56.1 ESR-2549 HD26 FL17232.2 ESR-3445 HU26 FL10858.3 ESR-2549 HD28-2 FL17232.3 ESR-3445 HU28-2 FL10856A ESR-2549 HD410 FL17232.4 ESR-3445 HU410 FL10856.9 ESR-2549 HD412 FL17232.4 ESR-3445 HU412 F1_10856.9 ESR-2549 HD610 FL17232A ESR-3445 HU610 FL10856.10 ESR-2549 HDO410 FL17241.7 ESR-3444 HUC0410 FL11468.11 SIM200804 HGA10 FL17699.1 Evaluation Report HGA10KT FL11470.4 SIM200803 HGAM10 FL17699.1 Evaluation Report HGAM10KT FL11470.4 SIM200803 HHCP2 FL17236.7 ESR-3448 HCP2 FL10447.2 ESR-2551 HTA16 FL17680.4 Evaluation Report HETA16 FL11473.5 SIM200802 HTA20-18 F1.17680A Evaluation Report HETA20 FL11473.5 SIM200802 HTT16 FL17324.2 Evaluation Report HTT18 FL11498.1 ES-0130 HTT45 F1_17324.2 Evaluation Report HTT22 FL11496.1 ES-0130 HTW18 FL17244.8 ESR-3455 HTS16 FL10456.22 ESR-2613 HTW20 FL17244.8 ESR-3455 HTS20 FL10456.23 ESR-2813 HTW24 FL17244.8 ESR-3455 HTS24 FL10458.24 ESR-2613 HTW30 FL17244.8 ESR-3455 HTS30 FL10456.26 ESR-2813 HTWM16 FL6223.2 Evaluation Report HTSM16 FL11473.11 SIM200802 HTWM20 FL6223.2 Evaluation Report HTSM20 FL11473,11 SIM200802 HUGT2 FL6223.3 Evaluation Report HGT2 FL10456.18 ESR-2613 HUGT3 FL6223.3 Evaluation Report HGT3 FL10456.19 ESR-2813 HUS210-2 FL17232.6 ESR-3445 HUS210-2 FL10858•R4 ESR-2549 HUS212-2 FL17232.6 ESR-3445 HUS212-2 FL10856.11 ESR-2549 HUS26 FL17232.6 ESR-3445 HUS26 FL10858.11 ESR-2549 HUS28 FL17232.6 ESR-3445 HUS28 FL10858.11 ESR-2549 HUS28-2 FL17232.6 ESR-3445 HUS28-2 FL10858.11 ESR-2549 JL24 FL17232.7 ESR-3445 LU24 FL10655.103 ESR-2549 JL26 FL17232.7 ESR-3445 LU26 FL10655.104 ESR-2549 JUS210-2 FL17232.11 ESR-3445 LUS210.2 FL10855.107 ESR-2549 JUS24 FL17232.10 ESR-3445 LUS24 FL10855.109 ESR-2549 JUS28 FL17232.11 ESR-3445 LUS26 FL10855.111 ESR-2549 JUS26-2 FL17232-11 ESR-3445 LUS26.2 FL10855.112 ESR-2549 JUS28 FL17232.11 ESR-3445 LUS28 FL10655.113 ESR-2549 JUS48 FL17232.11 ESR-3445 LUS46 FL10655.118 ESR-2549 KLEG3 FL17241.15 ESR-3444 LEG3 FL10667.71 ESR-2615 KST2W FL17244.15 ESR-3465 MST60 FL10852.7 ESR-2105 LSTA12 FL17244.18 ESR-3455 LSTA12 FL10852.4 ESR-2105 LSTA15 FL17244.18 ESR-3455 LSTA15 FL10852.4 ESR-2105 LSTA18 FL17244.18 ESR-3455 LSTA18 FL10852.4 ESR-2105 LSTA24 FL17244.18 ESR-3455 LSTA24 FL10652A ESR-2105 LSTA30 FL17244.18 ESR-3455 LSTA30 FL10852A ESR-2105 LSTA36 FL17244.18 ESR-3455 LSTA36 FL10852.5 ESR-2105 LTS19 FL17219.2 ER-0200 LTT19 FL11496.3 ER-130 LTS20B FL17219.2 ER-0200 LTT20B FL11496.3 ER-130 LTT131 FL172%2 ER-0200 LTT131 FL11498.3 ER-130 LTW12 FL17244.8 ESR-3455 LTS12 FL10458.29 ESR-261 LUGT2 FL17240.2 ESR-3447 LGT2 FL11470J SIM200803 MP3 FL17244.22 ESR-3455 LS30 FL10448.15 ESR-2605 MP34 FL17244.23 ESR-3455 A34 FL10446.3 ESR-26M MP4F FL17244.24 ESR-3455 LTP4 FL10448.19 ESR-2806 MP5 FL17244.22 ESR-3455 LS50 FL10448.16 ESR-2606 MPH3516 FL17240.3 ESR-3447 WMt418 FL10667.85 ESR-2615 MSTA12 FL17244.18 ESR-3455 MSTA12 FL10852.8 ESR-2105 MSTA15 FL17244.18 ESR-3455 MSTA15 FL10852.8 ESR-2105 MSTA18 FL17244,IS ESR-3455 MSTA18 FL10852.9 ESR-2105 MSTA24 FL17244.18 ESR-3455 MSTA24 FL10852,9 ESR-2105 MSTA36 FL17244,18 ESR-3455 MSTA36 FL10852.9 ESR-2105 MSTC40 FL17244.26 ESR3455 MSTC40 FL10852.11 ESR-2105 MSTC52 FL17244.26 ESR-3455 MSTC52 FL10852.11 ESR-2105 MTW12 FL17244.8 ESR-3455 MTS12 FL10456.33 ESR-2613 MTW16 FL17244.8 ESR-3455 MTS16 FL10456,34 ESR-2813 MTW18 FL17244.8 ESR-3455 MTS18 FL10456.35 ESR-2613 MTW20 FL17244.8 ESR-3465 MTS20 FL10456.36 ESR-2613 MUGTIS FL17240.5 ESR-3447 MGT FL11470.9 SIM200803 NFM35X12 FL578.2 Evaluation Report MBHA3-5&11,25 FL13904.8 ESR-2618 NFM35X16U FL578.3 Evaluation Report MBHA3.58/16 FL13904.6 ESR-2616 PAU44 FL17239.13 ESR-3449 HDU2-SDS2.5 FL10441.4 ESR-2330 PAU66 FL17239.13 ESR-3449 GLTV3.516 FL10867.8 ESR-2615 PH02A FL17219.3 ER-0200 FGTR FL11473.2 SIM200802 PHXU3516 FL17241.20 ESR-3444 CS1e FL10852.1 ESR-2105 RFUS FL6223.5 Evaluation Report H1 FL10456.5 ESR-2613 RS150 FL'17244.27 ESR-3455 H10 FL10456.8 ESR-2613 RT15 FL17236.3 ESR-3448 H10-2 FL10456.7 ESR-2613 RT16-2 FL17236.2 ESR-3448 H10A FL10456.6 ESR-2613 RT16A FL17236.2 ESR-3448 H3 FL10456.13 ESR-2613 RT3A FL17236.3 ESR-3448 H4 FL10458.14 ESR-2613 R74 FL17236.3 ESR-3448 H5 FL10456.15 ESR-2613 RT5 FL17236.3 ESR-3448 H2.5 FL10456.11 ESR-2613 RT7 FL17236.3 ESR-3448 H2.5A FL10458.12 ESR-2613 RT7A FL17236.3 ESR-3448 H8 FL11470.3 SIM200803 RTBA FL17236.3 ESR-3448 SP1 FL10456.41 ESR-2613 SPT22 FL17244.30 ESR3455 SP2 FL10456.42 ESR-2813 SPT24 FL17244.31 ESR-3455 SP4 FL10456.43 ESR-2613 SPT4 FL17244.32 ESR-3455 SP6 FL10456.44 ESR-2613 SPTB FL17244.32 ESR-3455 Spa FL10456,45 ESR-2613 SPTB FL17244.32 ESR-3456 SPH4 FL10456.46 ESR-2613 SPTH4 FL17244.32 ESR-3465 SPHB FL10456.47 ESR-2613 SPTH6 FL17244.32 ESR-3455 SPHB FL10456.48 ESR-2613 SPTH8 FL17244.32 ESR-3465 U24 FOW55.141 ESR-2549 SUH24 FL17232,13 ESR-3445 HHUS28-2 FL10655.3 ESR-2549 THD28 FL17232.16 ESR-3445 HHUS410 FL10655.4 ESR-2549 THD28.2 FL17232,16 ESR-3445 HGUS5.25/12 FL11468.11 SIM200804 THD410 FL17232.18 ESR-3445 HGUS414 FL11488.10 SIM200804 TH0412 FL17232.16 ESR-3445 HDQ8-SDS3 FL10441.1 ESR-2330 THD612 FL17232.18 ESR-3445 MSTAM24 FL11473.19 SIM200802 THDH414 FL17232.17 ESR-3445 MSTAM36 FL11473.19 SIM200802 UGTS3F FL2033.1 Evaluation Report MSTCM40 FL11473.19 SIM200802 UPHDS FL17219.5 ER-0200 HHETA20 FL11473.9 SIM200802 - - - LGT3-SDS2.5 FL11470.7 SIM200803 - - LGUM26.2 FL11473.12 SIM200802 PRODUCT APPROVAL SPECIFICATION SHEET (2018) March 28, 2018 As required by Florida Statute 553.842 and Florida Administrative Code 98-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products ---_ Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures 1. EXTERIOR DOORS ` A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON4MPACT) FL20461.1 +67.0/-67.0 psf ThermsTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.8 +67.0/-87.0 psf ThermaTru Firber-Classic and Smoo"tar (NON -IMPACT) FL20461.9 +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.14 +67.0/-67D psf ThermaTru Classic -Craft and Benchmark FL15225.1 +87,01-67,0 psf ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 psf ThermaTru FiberClessic, Smoothater, ClassicCraft, Rustic FL7640.1 +67.0/-67.0 pat B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.01.40.0 psf PGT Series 5570 FL251.10 C. SECTIONAL Clopay Building Products Residential W1ndCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psf Clopay Building Products Residential VWndCode Doors WS (16X7) FL15279.53 +30,01-30.0 pat Clopay Building Products Residential WindCode Doors AS (8X7) FL15279.85 +38.0/-42.0 psf Clopay Building Products Residential WlndCode Doors WS (18X7) FL15279,102 +37.0/-41.0 psf D. METAL LOUVERED DRS Curries Division of AADG, Inc 807,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 2 WINDOWS A. SINGLE HUNG MI Wmdows and Doors Series 185 FL17499.2 +50.0/-55.0 pat PGT Series 5500 FL239.7 B. HORIZONTAL SLIDER MI Wndows and Doors Series 186 FL15351.1 +40.01-50.0 pat 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 6764 FL15353.2 N/A PGT Series 5500 FL261.1 N/A E. OTHER 3. PANEL WALL James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding N/A A. SIDING FL13192.1 - FL13192.2 B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.01-70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A T B UNDERLAYMENTS Tamko 151b Felt Underlaymenl FL12328.8 N/A C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A Florida Metal Products, Inc Vent RV10 FL21580.3 NIA J Lomanco, Inc DA4 Exahust Vent FL17202.1 N/A E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A ---- - F. METAL ROOF Gulf Coast Supply & Manufacturing, LLC 0.032" Aluminum GulfLok 16" wide roof panel FL11651.2 R3 N/A 5.SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.I - FL15076.2 N/A 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 8. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999, I - FL1999.4 N/A MITek Industries, Inc. Truss Plates FL.2197.1 - FL2197.5 N/A C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527A - FL6527.5 N/A D. MATERIAL Cast -Crete Corp- High Strength Concrete Lintels FL158.1 N/A Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A The products listed below did not demonstrate jobsite; 1) copy of the product approval, product approval at plan review. I understand 2) the performance characteristics which the understand these products may have that at the time of inspection of these products, the following product was tested and certified to comply with, 3) copy of the applicable to be removed if approval cannot be demonstrated during inspection. information must be available to manufacturers installation requirements. the inspector on the Further, I APPLICANT SIGNATURE DATE ^W^' /i //� c J/ _ f CD +W W L O C O O CIO .5 U - � 0 CU Cn C C O Q L (U 0 O CU LL 0 > .0-0 C p C. �C CU Si .ram rr-� VJ Q Q Q Z Z W J E CIO > L CL o Q O L aaaa C/ CU �J CV M 3 O L w� z J z CL SHEET NO. PA 1.0 N Florida Departrnent of Business & Professional Regulation Florida DepaMnnt of Business & Professional Regulation Florida DepartnNrd of BwiMea & Professional Repletion U)� Building Codes and Standards Pbg� 1 Building Codas and SlaredeEda �+ Building Codes and Standards Pre.I Florida Department Of Business & Professional Regulation P.ge+a2 U Product Approval Application DstaN I/6/M,e Product A Approval Application Detail / male Product Approval Application Detail 5 rm+e Building Cows and Standards Product Approval Application Detail / YJ01e � O �ApplicationApplication Q t3i O M ao am aMAam* ao fdo lfyater NME 20 OII�PM" 20 � &Wkx go am awjho lm no ^�,� �✓ 0- O L MOMfmul Y017 Mmooam[ fayW1 MOdM ism Ysilaod 17gAN &aerasNtl Bear titan Y1dpa leemalmdd fadNd NNMmriuomm lMmelWit YafwNm awoo tl Mlf&N" AWANO alder Time VKSIM lliaddd fd1aE ADWMKA.LMmn Y1MMtNdil Y1mod aimm Er hmmml Aimd0 slam C RwWbn M17 Revs Tasoory: Color RWdddit LydonF.O Lyndon F. 6deraa. P.E. Ryan J. King, P.E. 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Yoytl h6oMrd FMADWMW boom" a" ITN Imam MUN&Oot gmmt Amin E[&Ikm Ammo h bygdm Nomad d EIGAaooat Asm6m alit Review W17 C" A I PwdwM CMmwry Mark VAN kff%W Irawlok Toekp SWAM NA, Gay Mohler 1121a2M1 0BMQ2017 12I052017 Approved RwWon 2017 Ckpoy Buses Products Carpany Mark vvmim w frdarlso Tong SWAM NA, teary fMtrho 112a2017 08702017 121062017 Approved Revision 2017 M Maim and Doors Breat SN&%W Lux Robwb Lama am~ w IMek, PE MUM? 06111/2017 08/16✓2017 I WO=7 Approved RwwMn 2017 N VNrtdowa and Doom Brenteloper Luis RobMo Lomw aw on M. un* PE OM92017 0&11/2017 O61162017 f 6'102017 Approved Como": Endo Doers (613) 770-0082 Inc. (513) 519d1160 Category: Ewero Dar (613) 77o4w nor. (S13) 619. M - co bp«y: Eied« Door (717) 3663300 PE-M14 CrM 317.64M Cale ary: EreMr Door (7m 385,M PE- M14 (717) 31 T-SW SaeaMpay: SWMasI Exoo Door Amor Mlsa rrsveger6aglcbpey.00m SWOolo oty. 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DoL%b-Cw (Wr to My 0Wl2021 No Yes No N0 PSFI-30 gmd Amlgym &aaesmd%I U, Approved forOne lmo d arm gmdkAmomm &maadfloLMN AgO1aved for YN lied atom 76V, 4RST. 4RSF, 6RAIT, SRSF, 2RST, 48, 42, 66, 40& WIM)CODEA0174: M Camp Door PSF 4RSF, GASIT, SRSF. 48.42, 56. 48B, an. SM. Goss. wde) VANDCODE&p174; Wa Gwoge Door Fee affixPnWLwt MOM, Narrower or Nowas pnxbd Damnation CaymegemralMaao M.ImM; DowalmII R@Bkum P1ameN ffi! Probes Donaldson 1&11M Outdo YlM; Bohm AM. 569. ODES, OOW. OMB, GASSM, ARM. ARM. OOSBV, ORES, ORR53V, ARSE, ARM. ED58, ED88V 1 SMES420ALUMO MSOD SERIES 420 AUJMINLIM SOD 0XO 121312018 No Yw No WA 2 8EFUE8420ALUMNtWSCO SERIES 420AUXUNUM SOD 0X. XO, XX 120312015 No Yea No WA ED68, EOWV 14&3(4&quokxb&gwt NO1,14MINF0RCED 988 -trS0lIquot NON -REINFORCED O Florida DepaArrerd of Business & Professional Regulator pg., a+ Florida DepertrneM of Business & Professional Regulation Paw, a 1 Florida of Buslnees & Professional Regulation eQ etlon p.w+al Florida DePertrrent M BWIMSe & Professlonel Regulation V.pe+a r m Building Codes and Standards 1mmis Building Codes and Standards 1ro2d1e Building Codes and Standards sale Building Codes and Standards U6m,e Product Approval Application Datall Product Approval Application Detail Product Approval Application Detall Product Approval Application Detall U , , iaenr7.R7 Sale water go gm aokbalm go �I Sao Bg or Mo atilt e00.1!mg0las ao Salle MOM, MOWN) mwmdmam Amok& rand Nm mKALkamE mwwdMuNE. go Melt adL&RMR xdw" !&MOM ElaAVOUM 21M &mmrd hum Auk tam Yam mmmbdlm[ Nam" Scrod NRWONLA Memr Mdoodit go g1M Ydwdd Nomad olaa 2OLb 2da E r ho uld &mEwd aIm Ien Ymon Mmdwa me Sa ma NnumbLa W Moddom Ymmidw beam 94eNmnl &sm m a" MOM Yam Mmoomt fdl= Cmmdlimme Ydim" Yalwem as soured 9gANmyd MOM Sam Revision 2M7 Is Melns■nd Doan Boom BWpor Luis Poben fans Steven M. IbIctL PE O11113MIT ORMI/M7 OB162017 t01102017 Approval Revision 2017 POT kdusvw Dean Ruwk MarnFDwo eeoo-CER MareD MCOO-Vet 12202017 112VA17 12M2017 Approved ftAolon M17 CURRIES Division of AADO. In Dale: Dow UL LLC Ted Bamwn, PE M311017 lo26IYDi7 12106/M17 Approved RwWM 2017 Is Melows and own &van ebfrgw Mwrken Arol+lt■olprI Steven M. Iwah, PE 1MM17 12/132017 VaildaMd i - Casbg«y: eseao Doors (717) 3064U00 PE.02514 (717) 317a484 ategary: Ed■ro Doors (941) 465-0100 Q6%31525W ateoory: EgMor D0M (641) 494-M44 (305) 8r-4707 Cowpary: Wallowa (I17) 36"= Mwndsftrws Association (717) 3174W64 SubCWAgmy: axing Exobr Door AwaMWs barrpwmmkvd.am BtrbLlaapony: SNditq Exterior Da«/wwnMMe druwkQpptlndwbMa.00m SubClepory: EHwbr Door Component; edvs.dedlcgwa4bby.a SabCatepwy; gwpM Nurp bMrperorrkvd.00m ComprMnw i%too& Ewkwtlm Report from a Cateawwo Meptod: CarS6wnrt Mai or Users Cow*r n WANW&. Cwrwtlan Mwk or Uw* m Cealpltenw IlaatOd: Cwrloawn Musk or Lb" Fonda RogMMrd Amtftd a Wonaal Fonda Fyttr7a17 PtoMwM Pmbaebnal Engina4r $ ,jam IsglZ4rsmiElmrM g auldetemrerp Apmoradto Anoraved laY" far Use, hood 21mm Nm AMA firllLamlMyN S�oM;NtmrlmO Approved for AporwradjorUM K InNVMz MINE 21ME 2mbkbJ a anwm Emrli AN& gueoLao emOoubm " Aamgn4far Use, ANmirN.MLUM Iiu I1eem Ylmlz OWAOLIma ami a E1 9MIULA mOrt ■whim hoomnm mm � games1100E 60D-6870 GA" M"% wgc0 VMN " WA 1 W?.. 707. 727. 747. and 647 Swpw and Paw awn D Fknh. OMad. NO Lowered binges and d psof 1213MM Yoe Yes Yw WA 2 lea SH UM Flaff" IF or KI/SG Single Hung /0MM18 W Yw N0 MB-00 AKI 6 SERIES 4MALUMINUM 80D REINFORCED E»oeaNN SaylMNidd1106Oo SERIES 420Aql.1800 REINFORCED XXX 1?/372M8 M.lamt glmwL mdi No Yea aeod No PyWN WA ltoeow meat aoas. fmmkf1mmk CM&Vafmim. 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(6/3) 51945" CabooDo ry: E ledw or (513) 770-5062 fat. (513) 51"m L wbcogbty: 8edwd Erierlor Do0r Noembllw Ce.pp.aae Manned: CWWW" Mark or LIHNg �pry.00m fkubCatepwy: 8sdbnel Exoo DarAaearleew CsaplMnw Magnet CamOoe en Mark or Willing .rseoSNdQriopaycor. 9mNM&eoNel &OmmadheLIMe Ao-edlow LIM lnotm Dido ANmsailo, U- &Nmml&LUN lased aNm EMAUROLtMOM nAltm4ftlaaWl era& mddm foomdtN ibdaL2le IeMNZ gmwdL mi ANWed E7 La& hooidalNdadm f mMltlmJatM InHYM alaWLIM fM1od Pirrera Q erg! gmdkAW (ammo- AO tin 1. Nwifi of kwL mII killed Bad" Mum rmmwa ail& golbL W Eldadamodu m faamldaNMagaaeM &00�lm Illmli ayleltIM � lied ➢um ammm 1'Jamlte 1 155 PW 73 x 72 Inebriated Ohm 0403=0 No Yea No +80+40 9 PW4=MW Moak broom Vinyl plead Window,042g2M Yea sea Yw WA CIO 65 065 VA-09 PAN,2F/63; 73, 75.84A. 94.42, 41L 428. 4es. Stew Pat (min. 25 ga) SWW64CW (up to W wive) 062I202111 No Yea No ♦38 PSF/-42 102 102 Wb16 PAN-V163; 73, 76. 64A. 94, 42.48, 428. 458, SMN Pan (min. 26 CO.) Dw&W CW (97 to 167 0521ram No Yea No N7 PSFF41 4RST, SRST. ODSB, OROS. AR58, EDSS NSNDCODEY774: Ya dare■ Door PBF 4RST, ORST. DOSS, ORBS, ARM, EDSB wtlo) VWNDCODUP174: VA Garage Door Par }8 W -0 L Floride Depa trim of Business & Proeeslonal Regulation Building Codes and Standards Product Approval Application Detail ,anon /11 Cn Florida DepaRnerd of Business & Professional Regulation P.p.1 a I Florida Deperin on of Business & Professional Regulation P.w, a, BIdldlrg Codes and Standards II6r40+a Building Codas and Standards Ifilwie M 1 t 1 Product Approval ApplicationDetall Product Approval Application Detall MversionWflls on AN mMa Scrod PaaYIrl1Wme YammoLNE Yelwod Amumd SlidAo�d al Aowwlima RwWan 2017 The nw-Tor Capwagw Cob pory: E larkr Doom Rik Wright Lyndon F. SdunML P.E. Rye. J. Kip, P.E (419) 2WI7b PE43409 (613) 76741666 10v1S2017 10M82017 t0179/ ilr 12/1 M017 Approved LU FLSLM4tn : Swingers g w SubCab@MSafe M.plak Evaknetlaa dctw� ubggawctla ua. am greater 20 00 {MMboft from QW Nmator 20 WM 2MLbodm 20 owdor RepDoorot ftm a ReoR6ama MUM Yllm Mmossmat Smded zwomKkum Y1MMEM mild W floomo ZWLAGRMM &Nmmf AN" MOM YNom okmasmd food fMamerg.LJddI Ydwdedil YaaWW alb llgAaamml Aaammd aYm Fiords WgMW W ArtsNeal a a LMwned Florida Q Revision 2017 POT bdualrlas Dean Ruwk Mvn40sdo 9000 -CER MMmLDado BCCO - VAL =M0/7 12A82017 122=17 Approved RWWW 2017 M Vdwows and Doom BMM SNp4n Amarlo n Arawadirol Steven M. Molt, PE O1/wal6 01AIWO18 VaNdow PraaMMni Erpbwer Z Catep«y: Window■ (941) 48801100 (706) 316- m Comwr. VWndo" (717) 3W6 M k arwhat here AsoodoW n (717) 3174454 Sub0m., ): Single Hasp dnamppo*WuobW.oan SubC■lo wy: Hodwrlal Slier DemngwO+L%vd.00m Coepewwa Wdtod: Ca- I Mark a Us" Cwydionw -1 Carmkalm Mal* or Lk" ffi& EnAMLV2&ABNMkKALMM EYAN121eddm Slemldisokad ..Dab AMMOMckmo AaaMUdALfm In oubw& lmmis aift faros m Pa FIMIMumplanda 1 a. &quo0berCMwk6quM. &gwt&rloW&x&qua;, SUM Agwt9ripad8quot OMMd FbarpMw 12131MMI No Yea Yoe WA !_ I AYotimmmElm ANmIdleLim l.md arm 9MM&AUVMM Approved forON &aaeyed herMm law gum r.eequA or&gaotCIob*oCrat UWe Door -M W-ft or Outewing Configuration Sm& horndaeeuMm ambdadlNmalM InImQ 2wmkmmi as mem [ywiM AKE EMAOLMRAMJAWkKaLom EMOOL2modRion MEmM: 9idtldtlm BILMM EIMI & Q 7 SH-MW (large Mwlis h room Vinyl SNM Hung VVYdow 0741MtO Yea Yea Yea WA 1 NS 188 FM and Flange Frame 79cm2 Insulated Glass 02/182019 No Yea No +66I45 SHEET NO. 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