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HomeMy WebLinkAbout39636 Dawson Chase DrL _ I - III I__AII1 11 11' 1' I II f 1 1 I 1 1 l _1. '— INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 ROOF FRAMING PLAN 8 LINTEL DETAILS SN STRUCTURAL NOTES SN1 DETAILS ABBREVIATIONS S3M MONO DETAILS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room S4 DETAILS S5 DETAILS ABV or Abv. Above FLR or Ar. Floor RA or R/A or R.A. Return Air AC or A/C ADJ orADJ. Air -Conditioner Adjustable FLR SYS or Fir Sys FOM or F.O.M. Floor System Face Of Masonry RAD or Rad. RAG or Rag. Radius Return Air Grill SS RETROFIT DETAILS D1 SECTIONS &DETAILS AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. ALT orALT. BC BF BK SH or Bk Sh BILK or BILK. BLW or BLW. Air Handler Unit Alternate Base Cabinet Blold Door BookShelf Block Below FIR DR FRT FT or Ft. FTG or Ftg. FXD GL GALV or Galy. GC or G.C. French Door Front Foot/ Feet Footing Fixed Glass Galvanized General Contractor RECEPT REF or Ref. REINF REQD or Req'd. RM or Rm. RND or Rnd. RO or R.O. Receptacle Refrigerator Reinforcing Required Room Round Rough Opening-� _ — __ --- --� - - --�- = - - .T _ — -� - --- — —�_- - — - --- - _ - a -� / -- / WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS BM or Bm. BOT or Bot. BP or B.P. BRG or BRG. C Beam Bottom Bypass (door) Bearing Carpet GFI or G.F.I. GT or G.T. GYP BO or Gyp. Bd. HB HDR or Hdr. Ground Fault Interrupter Girder Truss Gypsum Board Hose Bibb Header IRS, R/S, R/SH or R&S SD or SD. SGD SH or Sh. SHT Rod and Shelf Smoke Detector Sliding Glass Door Shelves Sheet — _ T — -_- __� _ - _ _ � - CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. CJ or C/J Circle Control Joint HH or H.H. HORIZ Hand Held(plumbing faucet Horizontal SL or S.L. SPECS or SPECS. Side Lights Specifications l �- - - - - 1 ❑ ❑ CLG or Clg. Ceiling NS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU COFF or Coff. Concrete Masonry Unit Coffered or Tray Ceiling ILO INSUL or Insul. In Lieu Of Insulation SQ FT or SF or S.F. SQ or Sq. Square Foot (feet) Square -- - �� ❑ ❑� ❑ E n L or Col. Column COL C INT or Int. Interior STO Storage 9 I -- COMM or Comm. Community KIWALL or K/Wall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun.Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken7 F-7 FL__ — D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window v, DIA or Dia. DISP or Disp. Diameter Disposal MGT MIN or Min Management (room) Minimum TYP or Typ. UC or u.c. Typical Under Counter DIST or Dist. DMF DS or D.S. DTL Distance Decorative Masonry Finish Drawer Stack Detail MIR or Mir. MIL or M.L. MONO or Mono MW or MICRO or Micro. Mirror Microlam Monolithic Microwave UCL LINO or U.N.O. V or v. VB Under Cabinet Lighting Unless Noted Otherwise Valve (shower or tub/shower) Vanity Base DV or D.V. DVP or D.V.P. DW or D.W. Dryer Vent Diverter Valve (plumbing) Dishwasher NTS or N.T.S. OE or O.E. OPNG or Opn'g. Not to Scale Owner's Entry Opening VERT or Vert. VL or V.L. VTR Vertical Versalam Vent through Roof EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or wl With c ELEV or Elev. EQ Elevation Equal PED or Ped. PH Pedestal Phone WA or WA. WC or W/C or W.C. Wedge Anchor Water Closet (toilet) I �2 T3 EW or E.W. EXP or Exp. Each Way Expansion PKT or Pkt. PL or P.L. Pocket (Door) Parallam WD or Wd WDW HDR orWDW. HDR. Wood Window Header EXT or Ext. FBC FDN or Fdn. Exterior Florida Building Code Foundation PLF PLNT SHLF or Pit. Sh. PLT HT or Pit. Ht. Pounds per linear foot Plant Shelf Plate Height WH or W.H. WIC or W.I.C. WM or W.M. Water Heater Walk-in Closet Wall Mounted (plumbing fixture) Ir FG FIN Fiberglass (Shower Pan) Finished PSF PT or P.T. Pounds per square foot Pressure Treated WP WS Water Proof(ing) Water Softener a FIN FLR or FF or Fin. Fir. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) 0 REVISIONS J 08-20-15 1.00 NEW BASE PLAN I O� 12-8-15 2.00 FRAME -WALK REVISIONS N o 12-28-17 3.00 2017 FBC UPDATES MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES 0 o 1.2 THIS DRAWING AND DESIGN IS VALID 2 FOR 12 MONTHS AFTER THE DATE IT IS ICURRENTDAND CODE IS VALID L CODEWHILE CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. ALL WORK SHALL COMPLY WITH PREVAILING CODES Fl.OhlrA I3UILDJNCa CODE, NAI AND TNIe RtCIT�:F �° H'� II-L ®R®INAt�CE� Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations � C L0y undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our REVIEW D f CITY or. 7 PLAN �' EXAMINER Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without w advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. o 117 UI �' Z C) _ o z� z�Cal a In U 4—' LU (10 o �U O`L - o �V) F- U �� Co N W - Kt • !-- N co m m Cl) C N r7i s u U oco o aoa o v rn Q o AN N N O /� N z Z Mmz Imo' LU �LY —�LL a LiQaa,� z z Z 0'2 U3o 0 Z Vi i3 0� Z 2 EIm LL L1 0 0 W F6, '•'. $� ,4 J 7' ti 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 0 za aE fF w¢�tr MOO Oowix Z � Z s�W UJ m LU ap oCC'o U O Lu W Z Z 3 L.L. O J O V o0Z J Ln O m � U �¢ *k N T—il Zz < Q o,o $ Z Z 001 Z o t'0!j J awe rLr)-I W Z<-IS - m d' r 01 Z g L1J W = o JZ ¢f � .-11 a cn o SCALE : AS NOTED DATE : 5/7/2019 TECH: FFLORES VERSION NO. 10 SHEET NO. C S t c c a u7 x rn O J r- ER d' 2 E A H.B. ` ) S3 TYP @ 1 STORY O 25-SH AC PAD 1 `� 30 r FIBERGLASS URROUND jr ,n IBERppGLAS 1,. 15'-04" 1l URj-DEN 10'-4" 10'-5" °° 2 0 r` 0 M AN 0� 60"x36" �r = I SHOWER - `O = U) 'h A N TILE LIN N C N OWNER'S _ BEDROOM 3 TL BEDROOM 2 165DEEP � I I T SUITE 8'-0" CLG. 8'-0" CLG. 1 I 8'-0" CLG. "' j CARPET I oo CARPET CARPET 8 1 8' 0 2,_4. 4' 2,. 3. cO 3'-32" ?ds� I W. I.C. 1 2668 2668 A S3 00 LQ .- A I (4) 2x4 #2 SYP STUDS USP HTT4 @ BASE � AHU 8'-0" CLG. 4068 B.F. �I 4068 B.F. TYP @ 1 STORY _ R&S� S3 TW,1 N CARPET I z =a w 166 TYP @ 1 STORY ----� --------- - --------- (n0 z -- -------------- 5'-8' o 10" 4'-0" I R&S iV R&S rnio J T -_ f= - - - - 20 N 8 R&S HT AT 7'-4" G I I FOYER(4) 2x4 #2 SYP STUDS I TILE I `? 1 `f 8'-62' in 1„ W/ USP HTT4 @ BASE -10d 6'-8" 9 -6„ CLG. s 7 -48" I 78' �Cl)16'-2" CAFE I K 3068 10 `n O E VAULT. CLGI I S3 o -' ,CID I CARPET i ill D W I I� I o _ 9 BUILDER TO PROVIDE G.T. APPLIANCE Q PATIO I III I CC I I IL--J I N W.H. PROTECTION WHEN r----------- Ti S3 I I I I REQUIRED PER FBC I I D I I 0 M 4' 0" 2:12SLOPE - CEILING CO L I ; 2'-6" S3 I II' II' ENTRY O s I �aQ 8'_0" CLG. KI 9'-6 CLG. `)' 11� I I K S3 1 I I 1 I I I I I I N I C _JJ 2' 1- J 20'-04" I I 2' 2„ 161 I I I I C II 0 I o I I I Cl) _ 06 AN RY a =W EDGE OF SLAB 2" I Q BEYOND WALL I = I I I I O o o __ I Er /�------- OPT. �� co I I > I I r I O I I OM / // N _REF. - N 5-SH 16" DEEP DHRU 2 CAR GARAGE WALLT I T I /' 1 8'-0" CLG. I I I I o JIL/ FAMILY R M 15'-02" - -- - HANSON BOX @ 36' A.F.F. I 20'-04" I I 178,4 1 ,_8., o / / CARPET / / I W (L N io iv to t l I I I I I rr / o cs ? D S3 I I I I I I N N - 0 L----------- 1 286 TIE 2E 168 - / O (V A S3 TYP @ 1 STORY H.B. HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) - 1 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 184X25i S.H. 13 20X38J 184X37i S.H. 14 20 X 501 18 4 X 50 S.H. 15 20 X 63 18 X 62 S.H. 16 20X72 18 X71 S.H. 11-12 271/4X26 26X252 S.H. 1H3 271/4X38j 26x371 S.H. 1 H4 27 4 X 50 i 26 x 50 S.H. 11-15 274X63 26X621/2 S.H. 11-16 274X72 26X711/2 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 j X 38 j 36 j X 37 3/4 S.H. 24 37 j X 50 j 36 J X 50 S.H. 25 37 J X 63 36 j X 62 1/2 S.H. 26 37 4 X 72 36 j X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 � WIDE S.H. 32 54 X 26 52 J X 25 j S.H. 33 54 X 38 j 52 j X 37 1 S.H. 34 54 X 50 j 52 } X 50 S.H. 35 54 X 63 52 4 X 62 i S.H. 36 54 X 72 52 4 X 71 j S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2.Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" OA +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 OD +28.3 / -36.4 DE +26.6 / -28.0 OF +26.6 / -32.2 GO SEE SN SHEET OH SEE SN SHEET � 40 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED, THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +34.0 / -44.8 WALL LEGEND TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "A1" 1ST FLOOR LIVING AREA 1555 LIVING TOTAL 1555 GARAGE 408 FRONT ENTRY 45 TOTAL AREA 2008 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION J R-11/R-13 KRAFT FACED (GARAGE / LIVING) U J n IV J� C9 "' zo z� z J C2 C� o •O w o� m N w E e U cm M CT: M m v c•� _ O CO N - CD 00 iU 000 0 Co 0 N Q rn CI- v 0 rn Q o Aj- B D. ' i N N m 00 :i� Z W R��zE�'� z 0 LU :_-WWNy.F13S �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 - 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. LENN/�R 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Oz w za E� WaWrr L,Zoo z U Z z .!-,y25z c 0 � J Q W O��o u OO L uj gIn U �/ �1 O Z -d a U_ O C1) Z ZI W U 2 J r u ri°0o 1- Yr- o �Oltn 2 vomnmn a LU w Q Qa,� Z Z J Ln LU 7-Z W ¢W:5 azo ~ate $¢� O Z to Z m rn Z g = jrn a rn ,--I a cn o SCALE : AS NOTED DATE : 5/7/2019 TECH: FFLORES VERSION NO. 10 SHEET NO. 1.0 4 8'-0" T-0" 8'-52" 4' MIRROR MIRROR I I bo bo O O O r r` r O O q O O "' 'LLI I-- I - 'Lltl 1. 7-1W.—j -- BATH 2 OWNER'S BATHROOM a� 111 c a> v S rn M O h 01 0 I rn i 3 •v 2 O1 O J O rn 0 a`3 DW vco 3 0 rl KITCHEN ISLAND KITCHEN KITCHEN 0 a E a� 0 s 0 c v CZ 0 0 0 U I s N L CL CL W INTERIOR ELEVATIONS SCALE: 1 /2"=1'-0" lot 5'-0" �O 0 co (V CD REF. 0 0 coOPT. io 8'-5q" fly r. I� • L' v zM _ o z�z a t� z i--+ w CQ o �V — OW c '- ca U o0 m IN c — 8 N M C N - C O ¢ O> COG.O I _ I I II ' I I In '_ I I I I !I n �vI't"�' tw lf_ I I1 ' 1 +I _ I _ I i r I 1 I A_I 11I'i' III ' L'-' rn N c aao C zo E i 12 5� - L. — — — -- — . — - 5 — 3 TAB SHINGLES. ROOF F5 T l` 12 5 HEEL ------------------- INSTALLED AS PER MANUF. - F5 _ SPECIFICATIONS 1'-0" - — — ----- — — — — — — — — — — {------- — ------ T.O.M. I ------ -- —— — — — — — — — ------------------- --- I I HDR HGT. ------- -- —-------- 1" x 9" SMOOTH TEXTURED —� � El E:1E:1 1:1 El ❑ ❑ HEAD/BAND TEXTURED a 00 00 CEMENTICIOUS i 0LU ILI LL 0 cc CL Lu 1 LLU U c! Ln LL Ln 0 10 4' RIDGE VENT 12 - — -= 12 5 i 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. HDR HGT. TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) F.FL. FRONT ELEVATION - Al SCALE: 1 /4"=1'-0" �I RIGHT ELEVATION - Al General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION "G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. —CALCULATIONS BASED ON THE FOLLOWNG VALUES, SEE ROOF PLAN*' (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SQ. FT. c9 Z c'� o zCD Q Cl- U) z i--i w p .O w U �p m W N M = 9? U �7pS O o 0 t " _ 1 L I I I I 1, 1 1 I 1 I I I I I I 1'1 ILL I I ' I_ I I _ I I 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF.� SPECIFICATIONS --------------------- TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) 3 MAI Q rn 0 N n LO W or 12 12 12 5� — — �5 -----€X-TEN )E-D-- -- -------------- OVERHANG TO BE — CENTERED ON DOOR 4' RIDGE VENT _ _ T.O.M. --- ------- 1-0„ HDR HGT O BID f` ------------F.FL. 5 I I I I 1-AB SHINGLES. ROOF — INSTALLED AS PER JUF. SPECIFICATIONS -- — — 2'-0" TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) TEXTURED CEMENTICIC FINISH ON C (TYP.) REAR ELEVATION — Al SCALE: ,,a._,..o. T US M.0 F. FL. LEFT ELEVATION — Al SCALE: 1 /4"=1' General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. .0 LUG, u� C� Z o') — a z(D z� Q aLLJ v) z V� U 4--J w �U Ow V) E �M U m N W F— EE B M M 0 N U C O ii CO o W� rn ¢ o B D. 19V •JIP N N y Qo 2 U z F: 1ago z tz-� z r 5�� c ua, N LL o W a N� a LUCM Li: >. rn z zz 10Z v cn Q c ¢ p cG , 1cc �i t fiitFF, om UMH �1 ¢ (( n �WW'bQ>lY•tL'L6ML .F C"'ROFES5� \\ 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 w z¢ zz zI- fa 0 U 0 Z O f— U 2a<U z d J W C) m "W�© y_ Q� Lid z z a oZ L W ZW 0 0 U TI Q µo1 O z F- heP f- C J W f_'6 Lr)oa u0 of a N z z a�uJ o �ozo Z z 01 6ii J Ln LL z z� OR z a< gu, m O d' � z g = j rn .--I a cn o SCALE : AS NOTED DATE : 5/7/2019 TECH: FFLORES VERSION NO. 10 SHEET NO. 3.2 I. 1 III I' I I I __'_ _I I — —I .L 2" 2" "NOTE: VARIES 1'-10" 12 CAP 11 CAP iv 1" iv FOAM TO BE USED WHEN" REQUIRED BY r SIN v 1" RADIUS RADIUS 1/2" 3 1/2ONLY RADIUS Cl) CO oo COMMUNITY SPECS. IF NOT, ^ x `�< 3/4" RADIUS a 4' c11� x CO DETAIL TO BE ����� 1" 2" OPENING VARIES 2" J2- 1" 1" BUILT W/ STUCCO. 1/2" RADIUS iv EDGE OF 1" 4" VARIES 1- OPENING _ VARIES 1 _q 0 21„ VARIES iv 12" VARIES -=1N 1 1/2" RADIUS 4" 3a , Orr 4 qz 2 1!2" RADIUS L c%11v "Id I�V ^06 lk TO VARIES 1„ -IN M 3z 1„ 1„ 1" BASE cD N BASE f - 3„ 1rr 2 2 • ITN ��� „ 3„ a 1,-8„ 4 • ^N U 1 'NOTE: VARIES 8" 2" 3„ FOAM TO BE USED ONLY WHEN _ n tO cn REQUIRED BY 1'-6" COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" OPENING VARIES x 1" 1' 4" 1" r(— 2" 2" BUILT W/ STUCCO. EDGE OF I I 2-" � •rot OPENING � 0 1-1/2" THICK 1-1/2" THICK N AV- _1 2 10" 6" � N a � i xpq 81 Li N c r, z 2„ qrr 3„ 6 W w x n I ' 1 i 1-1/2" THICK 2a, - I ?C; r j r a 2'-4" 4 52, 1'-5" 52" r . 1'-4" 3" x � 5 lr, 4 � IN N -I 1„ 1z -' VARIES VARIES 2 N r r • VARIES VARIES qrr 8"- 32' r____--___ iv i iv r I i ao a p� Q 6" 4" (V CV KEYSTONE F11 0 OPTIONAL r- KEYSTONE F11 00 OPTIONAL R 1, 1„ 3rr L3' -� % z ' 4" GARAGE DR. OPENING 4" a ' 4" WINDOW OPENING 4" 4" NOTE: — i • INSTALL OVER STONE, TYP. VARIES • FIN. TO HAVE TRADITIONAL NMI • LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS n ACCEPTED NOTE: • FIN. TO HAVE TRADITIONAL LOOK & 14 1'-6a" 14,r 12r, 2' i„ 1 q 2" SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 54" 1'-12' 5-4"' T-8" 7" <V 4" T-0" 4" iv 1 r, 101, 1 ram„ 101, o r C _ ' N (o rM r 1 x Qs� v 4 r I N r c C? • MM� z (V� 1" x GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM POLYCOAT (HARD COAT) iEM• ACRYLIC SAND FINISH CD � Z Cn _ o Z cc°y z Q Q- `� z �/ cn +-J w Ow O ,OraU �� m w � — 8 a> � CA CM m coO M _ O _o N ILL- U c o 00000 o0 Q CMQv rn Q d 8 Ds ti j`--n 0 f c N �D .--i O V�i N � C 00 O N Z W Nz w z I � ICA LULU 0 100, � H z o „ M Eo' IULZ !2W Na�c z Q o� U O WWW.FDSENG.COM it Li N 00 N 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 Sth Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com OZ 0 Lo Z f a w¢�� oQQ8o Z U 2 J �owZ J Lu I— a pJ ao O N W ALL- O W Q) 0 Qo U > A gi Z a�a� O �_ F— *% O Jw U .00 cc LLI 0 oz J In X O N w u 15< i� w�< g��o Z Z LU J Ili Uj aWo Q pp O Z Z ¢a0 CYZo Z t CY un z m O O1 � J of 1""I 0- I= v ^ / 0 SCALE : AS NOTED DATE : 5/7/2019 TECH: FFLORES VERSION No' 10 SHEET NO. F1 II I 111 1 1 i rn a rn 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. POWER CO. INTERSY; BON TERMINATIOP NEC 14, 250.94—/ 200A INDOOR PANEL CLAMP PER 250.50 AND opper to lights & outlets upper to 20 amp ckts copper to WH copper to Dryer 2 Alu 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 Dotes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET FF DUPLEX OUTLET ABOVE COUNTER wP WEATHERPROOF DUPLEX OUTLET I GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH 413 THREE-WAY SWITCH 24 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE +PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT �--� FLUORESCENT LIGHT FIXTURE OEXHAUST FAN CLCI. I f:ll.l1L rNIVCL ;Q EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) VERIFY METER Q CH CHIMES (OPTIONAL) LOCATION WITHBUILDER o H5 PUSH BUTTON SWITCH (OPTIONAL) a E PUSH BUTTON SWITCH - DOOR BELL 1.2 2 SD SMOKE DETECTOR 0 = CO CARBON MONOXIDE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) cn TELEPHONE (OPTIONAL) c� o USB TELEPHONE/USB (OPTIONAL) 0 ® TELEVISION (OPTIONAL) i ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. U a O THERMOSTAT 0-ELECTRIC METER WWI_ ELECTRIC PANEL rn w DISCONNECT SWITCH Q��� ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT MAIN FLOOR ELECTRICAL PLAN SCALE: %4"=1'-0" -,v I L � C9 Z o'> — o Z Z Q (D t1 +� Z C Z (1) ' w �o �V O w L o0 U m N W E H— 8 N M c to C0 N O 0 "s o U� n Qo CD co ao rn Q o N �D � N Q� M A E vt N U Z W YC Z P. r_ ng " W Q 6, � w — , ELL o a WtV< 10 Z 00 -S ItA @ o C m y�� W a �¢Mr 0 UM Z O c j U OO WWW.FDSENG.COM rn 0 N 00 N To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential Bth Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com o! o W zaa fF ^Q LL FFao0 S�Z Q U W co y_ off© z z y0 t..� f z LU "d w O z �W U = `.100 1"� O o�z 0 J V— Z f 8 Z5 VOW$ c c az� w � Z � Q�o�o Z 0% r-I YR£- z Er 2 �j J W ¢w, F z W � U gF Q Q Z ; aZ �. Z t a ZS 0 m O Z W �' z w a V) o SCALE : AS NOTED DATE : 5/7/2019 TECH: FFLORES VERSION NO' 10 SHEET NO. 4.0 CT E-21111. ATTIC VENTILATION CALCULATIONS - Al ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented . INof of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See SElev) required needed required soffit by upper needed ventilators Main 23.00000 1.000000 Floor 2008 1928 275 964 69 482 0 483.0 345.0 138.0 (Zone 1) "NOTE" GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN SCALE: %4"=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 11300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. "CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. 'Lill i z C) — Z c�•l z 13 U) z V) (D +__J w f13 0 �V — O w m 1— �V)ZD U o0 m N W 'a N co rn Ch f` C N O i00 C 05 n o Q rn LO rn Q o N �C) MG ��N �Z N # Z W �M0z fz' z W C" Z 0 COL 3 d� • - �fiWw:F• N.CO _i = S`: II0co t A 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 11 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 10 Wo Z d f w¢�M UZQOO OWz O�y�O U w F N Z F Z2 A� W Q U i2 Z 3 /� /'1 0 O _ J w Qy� = �J TI LL Q W CL OO Z a Y i— o J Ln 0 w iC m O � 1= O Z� N �--� Z < Z w Fo�o Z ?.i $? W Ll) !1J c G W Q ¢LU z w <iU Y Q A 1 1 � Wz :In IT Z = J In 0 Ck g uJ rn .-a a to s SCALE : AS NOTED DATE : 5/7/2019 TECH: FFLORES VERSION NO. 10 SHEET NO. 5.0 c c d b 3'-8" L. 3, 5$„ 2,„ 6,-0" 6'-0" 6'-0" 3'-10" 4'-2" 3, 28,. 2, 9.,. 6, O„ 6,_4„ 3'-0" A 1HB t S3 TYP @ 1 STORY U.N.O. I ■ ■ ■ ■ ■ ■" "■ ■ ■ ■ I 9 ■ ■ 17'-2$„ -11$11 o) rn 2,-9„ 2._8" tl I • � I r11 I I . ' HVAC CHASE BASED ON I LOCATION II j: I� J W. ) �' � 1 '; � 10-108" 1 . ......ill o CJ o CJ N CJ — CJ 1 2'-6"x2-6"x1'-0" 1 `l' W/ (3) #5'S E.W. TYP @ 1 .... ■; ; ; .... :. .. �1� STORY U.N.O. I — — 0, 0„:: �. I •- co ____ A _ �, • ■ I ■ ■ S3 :■ 1 3-1/2" MIN 3000 PSI CONC. SLAB FOR TOP OF CONC./ PAVER TO BE 4" ■ • HERNANDO COUNTY ONLY BELOW FIN. FLR. 1 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 8 4'-8" „ PROVIDE Yz" x 9" 2-6 x2-6'x1'-0 N L `� 1 -3 1/2" MIL VISQUEEN VAPOR BARRIER I 16'-11$" 8'-6y" W! (3) #5'S E.W. RECESS FOR FRT. DOOR I S3 -3 1/2" SLOPE �° ir> 1 L J -I`r I -1- - - ��-�� ( CJ I III III D.W. PROVIDE 1 Y2" RECESS W 1 — — STEPS AS _ I IIII ' ' FOR SGD. REFER TO I 1 `- - �N ■ MASON'S SLOPE FOR 1 ` I I I r�r = 0- I ' ' I `1' Illo W.H.// K CC S3 I ■ CC S3 I ors 2'-6" x 2'-6" x 1'-0" S3 REQUIRED WIDTH I III 1:. I II L _ J1113 � I '-#5'S E.W. '? PER FIELD II 7 -5" T 1" CONDIITIQNS 4'-[) I I JHh-, 20'-6 7-0" '-0" 1 INDICATES FILLED CELL w/ 3000 PSI CONC. GROUT FROM FT. TO BEAM 1 W/ (1) #5 REBAR VERT ABOVE SLAB TYP PLACES SHOWN I 1 I I KITCHEN ISLAND I : ; K BUILDER TO PROVIDE 1 0P @ALL - I LOW WALLS APPLIANCE PROTECTION J N io HOOKED FTG. DOWELS 5" EMBED °° I I S3 S3 W/ 25" EXT. ABOVE SLAB "GRADE 40 b) CHASE TO WHEN REQUIRED PER FBC - ■ : 1- STEEL" � � /— ISLAND - - I ' 1� - -1 0 I -I- CJ r` -t- CJ F- = II N to TYP @ 1 STORY U.N.O. 1 •' 1; SLOPE I 1 0'-0161 i OPT. i OPT. D -31/2" 1 ■: 1 ILeJI 20'-112" L - - - - J �. 1: 4'-68 1 N Jim ........................... CV 3'-8" A S3 TYP @ 1 STORY U.N.O. 2'-6" x 2'-6" x 1'-0" W/ (3) #5'S E.W. - H.B.+ 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 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN v w . w C/) tZ CONTROL JOINT DETAIL SCALE: 3/4" = V-0" #5 CONTINUOUS .: • •_ REINF. SEE FND. FOR QUANTITY �' �'• �� #5 X 25" X 25" CORNER ' ' BAR ONE FOR EA. HORIZ. REBAR, TYP. • •• U.N.O. .':' :.':' ;:' :�.• • ; .- "`Alternate: • The reinf. bars shall be ;:%.; • ;�.• • :;:,;.;;:,;• ;r.;• ;:= Cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" 0) off � ,� Z o Z tO Z Q Z U, Cn U' C: C w �U — Ow _ C) m N w = N M C W M C N Go �i 00 cd Q rn L0 &: obi Q o Al D D• c� N_ N <yj z Z NIiZ � z W M C LL � W W a �; �,a. � Z— 0 N< ZLLMW •I o W WW.FyDSENO.COM� �•`� n r ._ \ 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 ( Tampa, FL 33607 www.LennarTampa.com Ozz of f� z w¢a(I: �? O J CC zW � CL �2zZ 'a%" z a - oE0 O (j N L© ^, zz TO W oC n ¢ E z z z O z o �V{ V W = _J �J 0 O �0o F O L /Ln uO� O N a<f� Z 0 Z al e-1 O� LU Lr) Q W Q z a a z g 120 Paz t� p z ,8 M o m 1 z U W = Jz W f ,--I a cn s SCALE : AS NOTED DATE : 5/7/2019 TECH: FFLORES VERSION NO• 10 SHEET NO. 6.0 3 7-11111 t� x E3 Tom 2 _ n n w Ln CJ3 CJ5 D D D D D r < r Q F- Q D D 0 D J1 — — 1 1 1 1 1 1 �— D D D w D cn co co CoCJ m m m m I EJ7 EJ7 EJ7 OX EJ7 Ea L� 0(2 EJ7V EJ7VA O cb EJ7VA D I� X (2) FG1 EJ7VA EJ I I I I EJ7V EJ7 EJ7V EJ7 EJ7V EJ7 Fri EJ7V EJ7 ERV EJ7 LL EJ7V CJ5V J �� w c`F, < < EJ7 CJ5 CJ3 ti Cn I CJ CJ V V CJ 1 < `- A (2) L � UPLIFT CONNECTION CROSS-REFERENCE 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" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1615 1585 10 - 10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8 - 8d RT3 610 525 8 - 8d X 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1400 1400 10 -10d X 1 1/2" F HHETA20 2235 10 -10d x 1 1/2" G H10A 1340 1015 18 -10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2"& 8-10d H HTT4 3610 3105 5/8" ANCH. / 18 10dxl-112 HTT4 2715 518" ANCH. / 20 10dxl-112 J HTT5 4350 3740 5/8" ANCH. 126 10dx1-112" HTT5 3225 518" ANCH. /(28)10dxl-1/2 K HD 0 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L 7 5/8" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD713 * 6645 6 7/8" ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N LUS26 1165/1070 ** 1005/915 ** 8 -10d x 3" JUS26 1115/1060** — 8 -10d P HUS26 1550/3335 ** 1335/2820 ** 20 -16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220 ** 1720/3125 ** 30 -16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 1000 860 14- 10d x 1 1/2" MTW16 1195 1005 14-1Od x 1-1/2" T MTS20 1000 860 14 - 10d x 1 1/2" MTW20 1 1195 1005 14-1Od 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 24-1Od X 1 1/2" SP1 585 535 10 -10d SPT22 685 8 - 10d SP2 1065 605 12 - 10d SPT24 1030 12 - 10d 645 55 12-1 Od X 1 1/2" * MINIMUM 3" MEMBER *' REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 &LOWER. LOADS -- ROOF = L 1360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (B) B) (A) (+ 1 OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) 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, (6) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED A-it FOR HIP PLANING TRUSSES. Rt STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS E 1 OR PLY LEDGER A) INTERSECTIONS. SPLICINGXC 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. STRUCTURAL SHEATHING 7/16" MIN. ' NAILED W/ 8d COMMONS \ @3"O.C.@ EDGE &6" O.C. FIELD RUN FULL SHEET FROM BOTTOM OF FALSE BEAM SEE 3/S5 FOR \ STANDARD GABLE END z FRAMING \ Q v, fn + + + + r -_ - f p O 2X TOP PLATE TO GABLE END W/ 16d a NAILS @ 6" O.C. ILL. - 2X4 STUDS @ 24" O.C. + + W/ SINGLE BASE & TOP PLATE W/ PLYWOOD SHEATHING COVERING GE15 FALSE BEAM GABLE END SCALE: 3/4" = T-0" ROOF FRAMING PLAN Ui ILl 0 Z M _ o Z z Q a E3 U, Z Cn Ur CZ a) N i- j W (DM C) U O W c m t- o C) o0 [CD N W pp ''` ppC(D�� CI) V co FBI U i O o04 0 -" Co Q CO ro �v �vn B D. ` N v ••ww (O Z W N Z z W S z a W V ¢ - o� 3 0 � �d 'w �-rg �yay o LL.a y. "�•❑C�- = WW�V.F S tdG°CbM I - G �_. r. �\Q 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 o Di QzQ F¢ 1— Z V z O u z Lu V J au K J 8- O��o Lo zz L �O Q fz � X Z Z a � -a C O o J ui LjLj 9 o = LL- o00 0 JJ U QY�' Ln O f�a� U �eCQ Q�� QaL� Z Z Qi *—� OgQ � ,_I r 4 w W � a Z = a z Z $w8 O ko Z 0 0k Z S = a Lu r n .--I a (n o SCALE : AS NOTED DATE : 5/7/2019 TECH: FFLORES VERSION NO. 10 SHEET NO. 7.0 n n li I'lil•!"f 'l"lrill, fl II' rn Q rn 0 x W R2 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 veritcel (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load �� . 0 Safe vertical load Safe horizontal load GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS . ; . , . ; FORM & GROUT SOLID o f o 0 0 0 0 ,. _ 8F8-1B/B/1T 8F8-OB11T 8RF6-0B/1T p N W O O O O �� V O O O O O #5 BAR CONT. 8RF14-1B/1T 8RF14-08/1T 8F16-OB/1T 8F16 1B/1T 8F12-1B/1T i • © © ® o o-1 T OB/4'-0" LL El 8F20 ® V' LINTEL DETAIL SCALE=N.T.S. OF 81=441B/1T8F40 1BAT 8RF40OBAT 8F321B/1T ® © ® 8 E E E LE F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY J W 8F16- B/1T tNOMINAL, QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS c precas intels = 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 wl minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #S R(1)REBAR MIN.. AT TOP (1) REQ'D CLEAR ALTERNATE POWERS STEEL LINTEL ° 0 ° a ° 4 a .M.U. #5 REBAR AT TOP ° a ° a GROUT MIN. (1) REQ'D 4 " D � T 4 ° J s 1-1/2" CLEAR a 4 ° G a U) C.M.U. ° 5 REBAR AT = v~i ww a o BOTTOM OF _� a�z F 4 _ o LINTEL CAVITY o V 1- V) 0w U BOTTOM REINFORCING PROVIDED IN LINTEL O ¢ U 0 4 ¢ a J Z r` o w u, D D w � ° #5 REBAR AT BOTTC 7-5/8"ACTUAL ' NOMINAL WIDTH (VARIES) rn Ln Cc o Q o AS INDICATED LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications 5'-10" LL OF 5'-4" LL OB LINTEL PLAN SCALE: %4"=1'-0" U, I� U ; M Z Z � z� Q a. V) CD N W �o �V — OW r- i0 �NZD U m W N M M f%j "m L U Of N Q no Q d Al I N N t0 `� W V) Z W � z � Z° � .4� W -.6 W V z a�� 3 a _ o 0 _ LL iE • „(Ir:� +,fit. 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 OZO �Q Z w¢oaC� zo OOoto Zw Z 2 o'2a�� O�(yo ug _OO Ln y0 ZZ > Z Z C Q^3 w U w 1 1 I {�00 he Ln6 *k N w Z Z u. JdiF W � 11- k tD Z ~Z �tS d. Z :5 yr' j'6� _LLJ �mck r+ a cn o SCALE : AS NOTED DATE : 5/7/2019 TECH: FFLORES VERSION NO. 10 SHEET N0. 8.0 1 11 1 II 1 1 1 1 11 1 1 I 1 1 11 1 1111 N11'1 1 '! 1 '1 _ I ' -1 _ 1 11 IN I __ I ' 1 11 1 b rn w 0 i 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 BEEN CREATED T REPLACE CA-C. MANY OF THE NEW CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BE C 0 C C 0 PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 244NCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR, THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 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 51TMS 402-16 & ACI 530.1-13, ASCE 61TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1. 3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ad. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ad. (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 HALL 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 ad. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 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-1-P CONCRETE NOT EXPOSED: 1 Y2" GROUT FILLED MASONRY: 3/a" 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 ft) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0,162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'J' BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "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 = 1,850 PSI 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 / Boraoore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinklersyysfems including all risers and spray heads shall n8t 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 oementitious 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 traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC-R R318.1.5 - C ncrete erpo r and mortar along the foundation perimeter must be removed be ore exteriovor 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. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V = 140 MPH) TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE E ORE 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 th CD - o z�Z Q a cn c� rn 4-J w 0 w N I cn U I^ m _ 3 c Lo ur1a .„ U 0 LL 00 o 15 .00 ono rn Q o Al1 IBID. `"D` N N rn 'D - O N v Lu �45 ('7 p) 00 Z � Y LL '3� � LuQ�gLL 10 Z ��' 0 o rn °' ZN4 � ei� ¢ � LLM Tr''°'p"T '/fp WWX.FI]9EIZGv dAv 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 2001 Tampa, FL 33607 www.LennarTampa.com LU za f� n: PEU0 gaU W � U Z � w � C J m O �o U W N L w �0 z 0 Yu fz Z � C O Q �o OC Q O = Lu . is,o 18-t ^�L / LL. wOm cV j U CO a ,2i� *k C a WQ Q �g Z Z O1 �-+ o-P �3o1 J LU 1!J aW� � Z , U Z Z V,S ac W ZLU = J Z of � SCALE : AS NOTED DATE : 5/7/2019 TECH: FFLORES VERSION NO. 10 SHEET NO. SN L I I I 1 11 1 1 1 -1 1 up, 11 11, 11 1 1 W 0- �2 LO CORNER OF HOME GARAGE SIDE 00 01 2. tR E� E3 L 1 01-01t TANK -LESS W/H H C G 000 51-00' C:) STUB -OUT FOR GAS METER 0 0 0 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 41' @ 16" O.C. T-51' (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16- O.C. 131-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16-5" (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6-1 (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. (2) 16d TOENAILS 2" X 10" @ 24" 0. C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24 O.C. 15'-4" (1) SIMPSON HTS20 OR (3) 16d TOENAILS TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). SOUTHERN YELLOW PINE, 55 PSF LOADING ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE . . . . . . . . . . . . . . . . . . . . . . . . ... . + . . . . . . . . . . . . . . . . . . . . . . . + + . . . . . . . . . . . C .. . . . . . . . . . . . . . . + 0 . .. . . . . . . . . . + + . . . . . . . . . . . + + + + + + + + 6'-0" + -01, (TYP.) 6-10" + + + + + / / / + + + + + + + - + + 4 (Typ) + + + + + + + 4- 15/32" CDX + - + in 4- 4 + + < + + + + PLYWOOD OR 0 + + I I /\ I k + 7/16" OSB + 4 . . . . . . + + . . . . . . + + + + + + + + +++ + + + . . . . . . . . . . . I- + + 4 + + + + + + . . . . . . + + + + + + \-RIDGE LINE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 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: ff�R 8d RING SHANK NAILS 0.1 13x 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 BCIOJoist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1- 1 /8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x + 5/8" or 3/4" wood panel 1- 1 /8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x + 5/8" or 3/4" wood panel 1 -1 /8" or two 1/2" 602.0 wood panels 2 x + 5/8" or 3/4" wood panel 902.0 2x lumber Double 2 x lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap FILL CELL STD. 900 HOOK BOND BEAM STD. 90* CONT. #5 CONT. #5 BAR BAR HOOK #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 PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI �,_MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min 2" min )Small gap 2" max. 4" max'. Web Stiffener Fastener Schedule Joist Bearing Location >1 Series D ep th A 9�-1/21- 2-8d I BC15000s 2-8d 3-8d 11-7/8" 2-8d -2--ga 1 4�'_ 'I -8c Clinch nails 9-1/2 -8d 2 2 -8d when I BCI 6000se: 11 -7/8" 2-8d 3-8d possible BCI 6500soL�_l 4��_L 2-8d 1 5-8& 16" 1 2-8d 6-8d 1) Support back of web during nailing to prevent damage to 11-7/8" 2-8d 3-8d web -flange connection. 14 d BCI 60se 2 5-8d 2) Block solid between joists for full length of span. Tight fit 16" 2-8d 6-8d 3) 4) Leave 1/8" gap between top of filler blocking and bottom of top flange. Place joists together and nail from each side with 2 rows of 1 Od nails 2x4/Plywood/OSB web stiffener 2" mi- 11-7/8" in. OsO , 14" BC19 — 4" max " 3-16d 3-16d 5-16d required when indicated or . 16 d 6-16d 2x-: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6". - Hangers with sides not containing top flange of joist. WEB STIFFENER DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - Under 2nd floor column wl loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1 900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and 0 require additional wall or beam below.* w consideration. Check local building r1r_!0_f code for appropriate. details in One 10d box areas=20 of high N or--20 sinker lateral load. nail each side at bearing. Squash block _J (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges Boise Joist Blocking 11__ 11 AAX --;I- C11 Provide adequate bearing for each lapped joist. Od nails SECTION INT. BRG. WALL N.T.S. MINIMUM SPACING 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) g higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls: - for vertical load transfer Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide Pat FF 13/4" minimum bearing for each. I -Joist can be offset Use 1 Odx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. (0 em . r oil Y2" ROUND HOL 6" Ll 67 6'^ IYWHERE IN LARGER THAN E MAY CANTILEVER DO NOT CUT HOLES THE WEB, PROVIDE AT IROUND IN A LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 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. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %' ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y2" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. SIMPSC w/ (22) NAILS I 5/81 THRU BOLT SIMPS( w/ (22) NAILS 1 RTRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )FFASTENERS TYPICAL SIMPSON HETA20 HETAL20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Z M 1 71111 H Backer block (12" wide min.) Q_ Nail with 10- 1 Od nails. Install tight to top flange. SLEEVE THRU STEM SEE PLAN FOR--' 4 IP d. � 0 Joist hanger 1_�, z 1111 . FOUNDATION INFO 4­ I - STEM FOUNDATION i 1> 1 Filler block. 1� 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 L 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 stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet Web stiffner as height '/er,, requirements 0.6 X Joist T depth I -JOISTS BUCKETS N.T.S. GRADE REINF. SEE PLAN (2) #5 REBAR "��AIC =HASE �4'PVC� SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A (WHEN SIMPSON H10A w/ (18) 1 Od x 11/2" REQUIRED) NAILS UPLIFT= 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION� 4- 4 A, 14 PLUMBING LINE PVC OR SCH40 SLEEVE A 11M4. 4..+ A,� �7 M SEE FND. PLN. SIZE & REINF. 12" BELOW GRADE PIPE VERTICAL THRU FND. TOP (2) #5's x 4' 0" CENETERED Ca PENETRATION Pl�E A 4 rPVC OR SCH40 SLEEVE _ PLUMBING LINE A A A.' 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 4 A.I. A .. 4 /,�=. I Tr �1! iF A IleA A SEE FND. PLN. SIZE & REINF. 0 C> Ln 0 C1 (2) C_rD Lu U 0 LU V) V) C) �3 Cl) 0 C=) UJ E C11 Ce) 0 0 0 C> 00 Of .< 0 C� AA I BID. '0 UJ I- 1z U C> LLI 4 g,.T..9 1:� �J LL1 0 _E Z C,-, 0 C3 �c 0 0 #A M E z %kRig"itla" I , M 111 . V U 4g OA 44D ".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 Editon. Engineers signature and seal is only for the structural engineering porfions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Ln 2 =0 uj z< z a. < LU Ho Z. M UJ 00 u) Lu H 0 0 1 8 z z C: < q 14 2: __J < 2: 0 cc z < U ZD Z 90,0 I_. . 0 A-O Ln CC <86 X.3 n U,5�coa. UO W 0. P g R�" C*-4 N C/) 2 < CZ, 0 ... � n � z Cal z Z UJ Ln 6i ICU, < u, 0, "z _J I Lij 2: < < z 0 z N C:) Z z S 0 ca 0 Ck Z 5 LU 0z rn T--i 0- V) SCALE AS NOTED DATE 5/7/2019 TECH: FFLORES VERSION N 0' 10 SHEET NO. SN 1 I I 111 g 1 I - 11 1 1 M - N zz LO 7P7 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS s „ „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS .) (OR / GYP. TYPE X @ GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) EACH END (WHEN PARALLEL) GARAGE GARAGE W/A HABITABLE ROOM ABOVE SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH 8"x8"x16" NOMINAL BLOCK WITH STUD BELOW TOP PLATE STUD BELOW 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (1) ROW 2x BLOCKING @ MID (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. 2x #2 SPF STUDS HGT. FOR WALL HGT. <_ 8'-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > 8'-6". SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < T-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 3/8" MORTAR BETWEEN SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) "SIMILAR 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & N @ 6" MAX FROM END OF 2 x PLATE E SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS LAYER TYPE II (#30) (2) #5 CONT. ON 3 r 6 x 6 W1.4 x CHAIRS (TYP.) `' T `' 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE STEP, SIZE OF FOUNDATION AND REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE UNDERLAYMENT FOR ROOF U WWF OR FIBERMESH ER ELEV. 0'-0" OL OR 5/8"x10' WEDGE ANCHOR @ 24" x 6 W1.4 x W1.4 INCLUDE THE WALL 6 6 W1,4 W1.4 � , ° PITCH > 4:12 2 LAYERS TYPE I OR TYPE II () ° ° ° A.F.F. O.C.) 2„ WWF OR FIBERMESH ATTACHMENTS 2 �� x x \ WWF OR FIBERMESH FOR UNDERLAYMENT (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS.1 - - I °' . .. p " I I ° 41==111 I �UI I I TI-I -1' ° -rPRE ° ° ° ° ° ° ° ° ° a °� ° ° ° ° ° °REQUIREMENTS � ° ELEV. -0'-31/2" 1`- ° A.F.F. p 31/2"MIN. ° 31/2" MIN. I ° SEE R905. ENGINEERED WOOD �, TRUSS @ 24 O.C. U.N.O. -I L 'I° -� I I I - I I I i I I I �= I I I �I I ` ° ° ° 2x4 COCONT, ° ° ° ° d ° ° I I ° G ° � o N I - � '31l2" min. 4" �� ( )- 00 o p I�� - P - a � I I I 1/2"(min.)- 4" P p II �31/2"(min.) 12 HURRICANE ANCHOR @ EACH 'I II I GARAGE DEPTH VARIES I I- JFI -4 1= I I �-I IrI TRUSS (SEE UPLIFT SCHED.) W/ _I _ _ ZTYp') VARIES METAL PL, UNDER EA. TRUSS 8" ° ° ° ° °II i �IMOISTURE 9 (2)#5CONT. I I- I I- I �T (2)#SCONT. ;q�� ' ' ����' " BARRIER TYPICAL INTERIOR BEARINGK 4" 1. 4'. 8" g�� IN. INSU ION LE SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP MI SHEARWALL C U.N.O. TYPICAL BEARING WALL @STEP CC NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=V-0" S3 SN1 ELEV. VARIES FOR ADDITIONAL SLAB `S3 - INFORMATION. 5/8" OR 1/2" HIGH ALUMINUM DRIP INS, c -1 STRENGTH CEILING EDGE s�c�9E1 BOARD PER CODE (OR 5/8" ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING Q cs -c0 GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM \12'N.O. 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. ABOVE) W/DRYWALL EE SOFFIT 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C \ SCREWS 7" O.C. @ SHEET LOAD BEARING OR INSULATION PER FBC AND ENERGY ��N (1) ROW 2x BLOCKING @MID HGT. CEILING & 8" O.C. WALLS EXTERIOR WALL 8' C.M.U. FORM SUBMITTED WITH PERMIT / ` ( ) NOTE: FOR WALL HGT. s 8'-6". 2 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 PLAN SEE CC/S3 OR 04 LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @GARAGE 1x2 P.T. HORIZONTAL G/S3 FOR ANCHOR 5/8"x6" "J" BOLTS BOLT „ "„ „ ° 5/8' x 10 J BOLT @ 24 O/C W/ 2' X 3/16 METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. (10)10d NAILS NAILER 8" C.M.U. TYPICAL BOLT INFO. @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 5/8"DIA. EXPANSION BOLT @24 " O.C. 2x P.T. PLATE STD. 90'HOOK (SEE DETAIL) TYPE "S" MORTAR IF NO UP LIFT ON WALL SEE LIFT O 5/8" x 6" EPDXY BOLT OR ) MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600# ) SIMPSON SP1 (6)1/4"x31/4" TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING " -E BOLTS 6 MAX ROM 6 x 6 W1.4 x W1.4 w/ (10) 10d NAILS iv 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR w END OF 2" x PLATE WWF OR FIBERMESH r 1x2 PT WD FURRING @ 24" O.C. ARCHITECTURAL FINISH r �'P ASSUMED FINISHED GRADE c E ° PER MFR INSTRUCTIONS z_ #3 OR #4 REINFORCING BAR w #3 & #4 LAP SPLICE GRADE 40 MIN. Fy=40ksiCIL , o ° a P _ _ „ (1) #5 VERT. IN FILL MONO OR STEMWALL o z M - - a ,. FINISH GRADE [GRADE 601 Fy= 60ksi] `�� 25" MIN. LAP [30" MIN. LAP] g I I p .. (� I I -I I IT o 1/2 GYPSUM WALLBOARD U.N.O. CELLS (SEE FOUNDATION PLAN o 2 FOOTING MONO SHOWN ° FOR CLARITY o D D oD 00 o � _ _ _ I I- - I_I- 6 MIL VAPOR BARRIER j j D ° . ' ° (- _ 0 LU � R 1 7/8 #5 REINFORCING BAR w � I I - - - -I I I-1 I -I I I I I -� -I I- 11 1x4 P.T. BASE NAILER FOR LOCATIONS) p p D ° P 1-1-11- i-1 =III=1 III- -III- -III-III- z r I - - _ iv z I I - T #5 LAP SPLICE _ III- - (2) #5 CONT. -I I I I, � I 4"x4" INSPECTION p ° - NOTE: = = = I=1 = = ° D - - �1� - , , , , 3"CHAIRS 31/4" BASEBOARD PORT AT EACH g _ III=III=III= =III= = N 'FOR BEARING WALL I I -, COMP. SOIL. (COMPACTED TO _ , -11 36" MIN. LAP [36" MIN. LAP] 8„ 1,-4„ 8„ (TYP.) (T MIN. 2500 PSI CONC. SLAB FILLED CELL TYPICAL =III-11 =III=III- _ _ _ _ _ _ _- _ _ __ _ W/UPLIFT ONLY _ - 1- li 95% MODIFIED PROCTOR ASTM I= �- I -I - 10" MIN PSI MAY VARY PER co AT GARAGE CONTRACTOR cn _ _ _ _ _ _ _ _ _� _ 1 I=III=1 1=III=1 I=III=I 1=1=III=1=III==III=1=I ,1 =1 -111-III-III=) -I I -III -I I=11 =1 =1 =1 =1 =1 I= D1557)- 4° 1 �° #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TO CUT BLOCK OR POUR -=-1-lil ITI 111 IT_I 1il ITI-� 1-1 1= I- #6 LAP SPLICE TYPICAL INTERIOR BEARING CURB DUE TO SLOPE 1 CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD�� TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF'�'� 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"=1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 r SLAB INFORMATION. SLAB INFORMATION. C,j' u r ° I 00 6 x 6 W1.4 x W1.4 SEE PLAN 1 1/2" RECESS FOR VARIE 6 x 6 W1.4 x W1.4 ° 31/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.0.) WWF OR FIBERMESH N . 6 MIL VAPOR > r _ �• z min. 4" 10d NAILS TO TRUSS TOP CHORD FOR TRUSS r \7M ° BARRIER D .f p i NITIE� ° v GRADE SEE PLAN FOR T 24" O.C. MAX. " . CONNECTION INFO COMP. SOIL. ° '- O0 - - T TOP OF BEAM &LAYOUT DESIGN - (COMPACTED TO 95% m _ (1) #5 REBAR w/OPT. SEE ROOF PLAN -° a:: ' a a : A - - - MODIFIED PROCTOR I I - I i I=S��tE (V�NCLOSURE (2) HTS20 FOR STRUCTURAL ASTM D1557) „ - " -I _-� �r yyy�---� �rrr , , - �I I I I IT' ' BEAM SIZE & . T Q I (2) #5 REBAR CONT. 1'-4" (1 STORY) I- I , I- 41 1 L I CONNECTION INFO Cl) _ I - . - 8 „ ON 3" CHAIRS TYP. 4" V-8" (2 STORY) STD. 90 NOOK SEE DETAIL) ( MIN. 2x4 P.T. PLATE 1 I 2x4 #2 SYP P.T. FRAMING w!U. SEE A/S3/J/S6 TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE L ins o.s.e. MIN CH O.S.B. SHEATHING Z ATTACHED PER NAILING - 8' FOR REINF. INFO. SCALE: 3/4" = V-0" S3 "= ' " SCALE: 3/4 -1-0 S3 ° w SCHEDULE OPTION #1 1/2" GYP. BD. oc COLUMN LOCATION < > SEE TYP. WALL SECTION FOR ADDITIONAL P.T. 2x > w 6x6 P.T. #2 SYP � SLAB INFORMATION. 2",HOLD FROM SLAB ABU66 SLAB STEP & RECESS S.G.D. rM 01_01, J CONT. BEAD SEALANT OPT: DEPRESS SLAB 5Y" SCALE: 3/4"=1'-0" S3 DEEP AND 6" BEYOND < DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND ° 2X STUDS 24" ° ° ° INTERIOR @ O.C. U.N.O. SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE PAVERS / DRIVEWAY EXPANSION JOINT .-. ° -3 1/2" ° COLUMN TO PORCH SILL w/ 1/4"x3" TAPCONS AT 8" O.C. MASONRY WALL AND CONCRETE SLAB 14' O.H.D. RECESS 13" c O.H.D. RECESS ;� GARAGE ATTACHMENTS & 18/D1 PAD FOOTING PAVERS z cQl CONCRETE NAILS W 1 1/2' 1/2' GYPSUM WALLBOARD U.N.O. FOR COLUMN To BEAM ATTACHMENTS TRIM PER PLAN 8' MASONRY WALL EXTEND FILL CELLS "� EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS 8"O.C. TO FOUNDATION PAD ' `�' " • .. •.•�- �-�' STAGGERED, FROM BOTTOM INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. Q' ' 'r• ' T��_ I = Cl)•• ` "•''°:• ' -,-}- - •' PLATE TO CONCRETE SHEAR ON FLOOR PLAN SIZE VARIES PER PLAN Cl) _ _ •. .. •�' :.• 4 04 _ _ .v : • :. I co -LI (MIN. 180#MIN. TENSION 120#) CONCRETE SLAB CONT. BEAD SEALANT _ M w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR oo Z GRADEa ° -___ _ �' II ;° -4 - _� 6 x 6 W1.4 x W1.4 c�I SIZE AND REINFORCEMENT) _ a-= - w c7 III -III ° ° -III-III-III-I H '.: •. I I� �j I ': •. :�` -I I .� I �1 a° - c WWF OR FIBERMESH '- M Z w = -III= - I =III=III w O W = III=III - - z I - - BRICK PAVERS or SLAB PER -III- = - a� I -I I, I IT I - CV M 6 MIL VAPOR = _ ,�- - - 1 1=1=1=1= _ _ _ _ = o'-o" FIN. FLR. COMMUNITY SPECS a - a _ - - l I=1 =III=1 =111=III I I-111-111=-= SEE A/S3 OR J/S6 „ I 1 I = SEE A/S3 OR J/S6 I , _ = j j ==1-1-1-1 III-1 1=1 I_ FOOTING J FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE BARRIER _� =III-III=III-III-III-III-III - -I -I III =_ 1= - - -- 1= I=1 = l= III -' BEYOND (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) V-4" (1 ST RY) -II I I l III I I I-1 I' - - PAD REINFORCEMENT-)-111=1 =11 3' MIN. CLEARANCE 18" (2 STOR) V-8" (2 ST RY) 41' 4 TIION (SEE SCHEDULE) FOOTING WIDTH CSEE ONC. PAD " SEE SCHEDULE GARAGE DOOR SLAB RECESS J 1 GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. K�K� TAPERED COLUMN FRAMING KCD12 PATIO COLUMN FTG. DETAIL N SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 SCALE:3/4- V-0" SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. z M - o z� z� z V) 0 W C -1--+ w •U - 0 w V _ �V) U or- m CN W E oo N M M .. U 00 L� p ¢0) C p U,g rn < d B D. .� e o ` �►�IP N .O s, z_ z Z W MOZ li z U) F - ,. oc a N�o LU N a w y zz W Z c y� '= O CL O _ O LY LL� o� Z N.. ' p�'p�`f W • r. `Y•Y y 1T: E'v' ` FDS- 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 200 I Tampa, FL 33607 www.LennarTampa.com o w� zaa W Q Uzo W z �S�W IDS J oL© ♦� Y z z Z LL N '130 z Z O U = �/ Q Q OpZ o 0 Ln _ n N Ln 0 T z9R� w Q Q Z ul Lu J LP) rl LJ.j Q LLj Q z < z 8 $~gW O �} ZS Qa 0 Ck Z � = a � SCALE : AS NOTED DATE : 5/7/2019 TECH: FFLORES VERSION NO. 10 SHEET NO. S3 (MONO) (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH 2x6 2x8 WALL BEYOND (2) 2x HEADER TO SIT 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 DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY W LL 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 EXTENSION FROM EXTERIOR HEADER FLUSH TO OUTSIDE OPTION WALL FACE OF BLOCK WALL IS 2 1/4" ICE DRAIN T 2x BLOCKING @ EACH END W/ 1 Od @ 2 4" O.C. FROM EACH HEADER FACE 4 W/2 TO BLOCKING T 2x HEADER N ///---(2) / PER PLAN t 2x BOTTOM PLATE W/ (1) 1 Od @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. 1\ �4 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/ (12) 1 Od (3) 10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER + S + STUD W/ (3) 10d NAI S I, CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING Cn FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C W LE EDGES & 8" O/C FIELD SIMPSON SP1 W/ (10) 10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX 7; W/ 8" EMBEDMENT CD r§_ 8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT. 0- AND FILLED SOLID W/GROUT T3 1 #5 VERT. IN CONC. FILLED CELL W/ ::;-c STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL BLOCKING (TYP.) \--ROOFTRUSS PLIFT CONNECTOR (SEE SCHEDULE) OISTURE BARRIER SCALE: N.T.S. m C) �2 E 9 2 9 1 MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. EXTERIOR WALL WALL CLEAN -OUT rA SCALE: N.T.S. �, �4 7 5/81, 8" 7 5/81, 8" 7 5/8,1 8" SOLID AREAS ARE STEEL AND GROUT 12 (TYP.) SEE ELEV. 1 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 FULL 8x8x16 BLOCK SIMLISON SP2 w/ (12) 10d NAIL AT EACH STUD —DOOR OPENING DOOR OPENING --Ct 1/2" EXTERIOR GRADE SHEATHING Lmj FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING O/C FIELD /T 2X4 PT STUDS @ 16" O.C. 10 1 (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS 1 ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE COARSEBELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALLIS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT D� SCALE: N.T.S. 1\ �4 S I M PSON H ETA20 W/ (8) 1 Odxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) W/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MOISTURE BARRIER 8"X8"X16" K.O. BLOCK W1 1 #5 CONT. AND FILLED W/ GROUT MA REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. 71 — I MAIN SPAN ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) TYPICAL SECTION THRU WINDOW, _m: 1\ S4.") KNOCK OUT — BLOCK _W/ (1) #5 NOTCH LINTEL WHERE REQUIRED FOR CONCRETE PLACEMENT 7 4 4 -8" STD. 9eHOOKJ81.- LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6-10" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: (DFILL 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. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" —FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL—% _j _j < W > 0 FORM CREATES CONCRETE RECESS TO 2x4 (NO RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. 8x8x16 C.M.U. GARAGE DOOR RACK MOUNTING BRACKET GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY GARAGEFLOOR TRAVEL DIRECTION OF r/ GARAGE DOOR MOUNTING BASE DETAIL E71 SCALE: N.T.S. BOTTOM OF MCI INT'KIr, R. -"'POURED CONCRETE BASE FOR BLOCK WALL. RECESSED SPACE TO BE 2"ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 2x CRIPPLES @ 16" 0. C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 W/ (6) 1 Od x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 1 Od NAILS @ 8' O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90* HOOK IN K.O. BLOCK VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 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. SCALE: N.T.S. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. WALL PIPE OR DUCT W/ PENETRATION THRU TOP PLATE W/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON < DOOR STOP PSPN516Z W/ (12) 16d NAILS 4 MOLDING TOP 2 ROWS 1 Od @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF 2 x 6 P.T. GARAGE 48', SPLICE STAGGERED T4 �DOOR J-BOLT TRACK BRACKET W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK � �K SCALE: N.T.S. � �4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUD 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"xl 0" OR GREATER HEADER \—(2) 2X HEADER SEE PLAN . N INTERIOR HEADER: \_(1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 11 x 1 1/2" EACH SIDE "�2x STUDS TYP. SIMPSON HTT4 TYP. U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT P.T. BOT. PLATE WALL HEADER DETAIL SCALE: N.T.S. � �4 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/Sl AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL 4 141 4 1 Od @ 8" O/C o ATTACH ALL EXTERIOR STUDS W/ Y4816d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOMSPLIC OVER STUD AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL SCALE: N.T.S. 1\ �4 F= 2240 LBS SIMPSON SIMPSON SP4 SP2 P.T. ATE TRANSOM FRAMING SEE SECTION AA/Sl AND BB/Sl FOR ADDITIONAL DETAILS RECESS LINTEL SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON Spi SIMPSON SP4 SIMPSON SP4 INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON Spi SIMPSC SP4 TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END LU '.t24 2xTOPPLATE—/ 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR, REINF. INFO. PLATE TO CONCRETE TYPICAL INTERIOR NOW BEARING WOOD FRAME WALL/*�j SCALE: N.T.S. '\�' �4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) 0 a 0o HTT4 w/ (18) 10d NAILS (3610# SPF) a 0 '1—* HTT5 w/ (26) 10d NAILS (4670# SPF) * DTT2Z w/ (8) 1/4" x 11/2" SDS (1835# SPF) .0.0 * HDU2-SDS2.5 w/ (6) 1/4" x 2 1/2" SDS (2215# SPF) HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS (3285# SPF) HDU5-SDS2.5 w/ (14) 1/4" x 2 1/2" SDS (4065# SPF) HDU8-SDS2.5 w/ (20) 1/4"x 2 1/2" SDS (5665# SPF) HDU1 1-SDS2.5 w/ (30) 1/4" x 2 1/2" SDS (6865# SPF) 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT W/ WASHER & NUT FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT W1 WASHER & NUT FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT W/ WASHER & NUT FOR HDU1 1 USE 1" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT W/ WASHER & NUT HTT HDU TENSION TIE SCALE: NTS SIMPSON SP4 �_2X TOP PLATE OVERLAPPING 10d NAILS @ 6" STAGGERED 61 J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE 4 I I 2X8 P.T. BOTTOM PrTE 5/8"x 10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 0 " 4 2XI P.T. BOTTOI ROOFTRUSSABOVE 2X BLOCKING - (2) 16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY 1� K.O. BLOCK W/(1) FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. -MASONRY WALL @ NAILS @ 6" O.C. 10d .,,�STAGGERED A STAGGERED TRANSOM FRAMING 0 0 BEYOND. o PLYWOOD FASTENED TO TRUSSES L WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES _10 SHEATHING & 8" O/C FIELD ' \ S4 SIMPSON SP4 w/ (6) 10d x 112" (USE SP6 FOR 2x6 WALL, USE —PLYWOOD SP8 FOR 2x8 WALL) o SHEATHING SIMPSON SP2 w/ (12) 10d NAILS MASONRY— o SIMPSON SP1 wl (10) 10d NAILS WALL BELOW a_�_5/8"X10"J-BOLTS@24"O.C. MAX. (MIN. (2) PER BOTTOM 4 < 2X8 P.T. BOTTOM PLATE L5/8"xlO" "J" BOLTS @ 24"O.C. MAX. (MIN. (2) PER BOTTOM PLATE) o PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY SCALE: N.T.S. Fv N L (D 27 co 8 < --- j U) C1 V) (D Q) C-1:) 4--J LU rz C� 0 LU E I ce Aj,� , � — E 8 m cl co C14 0 - c:' J_ UL co �'in < 0 S. 73-- 6 A I 8 D. Nr 'a 0 c� 10 0 6 LU 9 = z 4n F I= i3� - -5 ED 419 _9 9 U'-" Z5 LU U Z -a � Z 0 z 10 W 0 is in 3% g"6 , m U) M E6; 11L Uzi r _A() To the best of the Engineer's knowledge, information and beiief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. L E N NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 0 Lu Z9 z z Lu < W 0� UE80 r1_ 0 a z U" 2, �zj zz Lu � .0 � x L a. 2 Co 8 uj z U iz > z 13Q�' z 0 _0 U U) '0 Zo _j Ln < Ln UJI z< < Lu., 0� < 11- U < 2 r - E6 z Z 62 r, LU _j Lf) -I < 6j z Uj u- =3 �i Wz'0' U ul 8 0 z < 8 9z 0 z LU 3: Ln 1z Uj SCALE AS NOTED DATE 5/7/2019 TECH: FFLORES VERSION NO 10 SHEET NO. S4 SIMPSON HGAMfl W/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (d 1/4"X2 3/4" TITEN TO CMU SEE STRUCTURAL NOTES AND TOENAIL W/ (2) 16d NAILS BACKNAIL W/ (2) 16d NAILS SIMPSON 1­110AW(18) BACKNAIL w/ (2) 16d NAILS SIMPSON H10A w/ (18) SIMPSON SP4 w/ (6) 10d x NAILING SCHEDULE FOR 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 1 Od x 112" AT EA. 2"x4" SEE STRUCTURAL NOTES 1 Od x 112" AT EA. 1 12- AT EA STUD (USE BACKNAIL w/ (2) 16d NAILS SIMPSON H1 OA w/ (18) SHEATHING DETAIL OUTLOOKER OUTLOOKER SPIS FOR 2 6 WALL USE 1 Od 1 12" AT EA @ 24" O.C. 7 NAILING SCHEDULE FO OUTL R OOKER @ 24" O.C. AND NAILING SCHEDULE TOP CHORDOR7�� SHEATHING DETAIL FOR SHEATHIN G DETAIL BLOCKING F 74( FIRST FOUR ROWSOF 45* 24" MAX. TOP CORD BLOCKING 45*± 2X4 CONT'L" BRACE TOP CORD BLOCKING TRUSSES @ SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2) 10d 3" FOR FIRST FOUR ROWS EDGES OF 2x4 CRO§§ BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" O/C. CMID HEIGHT EDGES OFTRUSSES @EDGES SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF OF SHEATHING TYPICAL TYPICAL @ RIDGE FASTENED AT 1" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 1" BRACE TO 48" O.C. EACHJOINTW/(3) 10d AT LEAST 90% OF WEB @ 8 I-10" U/L;. EXTEND AT LEAST 90% OF MAX. & (2)10d TOE NAILS @ 2x4 CROSS BRACE x WEB LENGTH & NOTCH AT EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 1 Old --FROM LEDGER TO 7/16"OSB SHEATHING & (2)1 Od TOE NAILS @ BLOCKING ATTACHED W/ 1 Od EA. END 1 "'1- NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1 OdX3" @ T' O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7 1/2" CDX PLYWOOD OR 7/16" OSBSHE ATHING ATTACHED THROUGH CHORD CORD ATTACHED W/ (2) 16d TOENAILS 1 Od NAILS 6" O.C. ma INTO 2"4" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ @ EDGES AND 12" O.C. FIELD 2x4 PANEL BLOCKING 0 2x4 "T" ON TOP OF PANEL BLO WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FOR THE FIRST (4) FASTEN WITH 1 Odx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH 1" BRACE HERE ROWS OF TRUSSES FRO @ 48" O.C. MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" 0. 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) 1 Odxl 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 1 0dx1 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 ri GABLE WEB SECTION 2� WEB, USE MSTAM36 W/ (7) 1 Od NAILS & (4) 1/4"X2 1/4" SCALE: N.T.S. � �5 SCALE: N.T.S. TITEN ON OUTSIDE SIMPSON H 1 OA W/ (18) BACKNAIL W/ (2) 16d NAILS , SP8 FOR 2x8 WALL) x. SEE STRUCTURAL NOTES OUTILOOKER AND NAILING SC HE DUL E 2x4 OUTLOOKER @ 24" O/C 2x4 OUTLOOKER @ 24" TOPCORD 24" MAX. O.C. (OPTIONAL - SEE BLOCKING FOR ELEVATIONS) FIRST FOUR ROWS DOUBLE TOP PLATE OF TRUSSES @ 2x4 CROSS BRACE APPROX. 8" 2"x4" CROSS BRACE 24" MAX. EDGES OF FROM RIDGE FASTENED AT APPROX. 8" FROM I# SHEATHING TYP. EACH JOINT W/ (2) 1 Od & (2) 1 Od RIDGE FASTENED AT \ 1" 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 (2) 16d KNA' 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF ,LS NA LS ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD (2) 16d NAILS BOTTOM ATTACHED 48"A \\-2x BLOCKING W/ (2) 16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH M 2x4 "T" ON TOP OF PANEL SIMPSON HGA1 OKT W1 (4) 1/4"xl 1/2" 1 Odx3" @ 4" O/C BLOCKING, FASTEN WITH SDS SCREWS TO TRUSS & (4) 1/4"x3" ) 1 Odx3" @ 4" O/C SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 W/ (12) 1 Od 2X4 LEDGER (MATCH BOTTOM NAILS AT EACH STUD DBL. TOP PLATE CHORD SLOPE OF ADJACENT STUD WALL (SEE TYP.. SEC.) TRUSS) SECTION SECTION r4-'N� LL SCALE: N.T.S. 1\ �5 SCALE: N.T.S. � �5 1 Old x 1 12" AT EA. 2X4 OUTLOOKER -REFER TO DETAIL J SEE STRUCTURAL--,,,_ OUTLOOKER @ 24" O/C F ON SHEET S5 FOR NOTES AND NAILING TOPCORD X-BRACING, AND TOP SCHEDULE FOR \f BLOCKING FOR CHORD BLOCKING ;o ;o SHEATHING DETAIL FIRST FOUR ROWS INFORMATION OF TRUSSES @ 2 2"X4" CROSS BRACE 24" MAX. EDGES OF -WOODTRUSSES ;o 00 APPROX. 8" FROM SHEATHING TYP. RIDGEFASTENEDAT 1" BRACE TO EXTEND -2X4 RAT RUN BRACING -1 ]12' EACH JOINT W/ (2) 0 AT LEAST 90% OF WEB AT 24" O.C. ON TOP OF 10d & (2) 10d TOE 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 @ 48" O/C FOR THE (2) 16d NAILS OSB SHEATHING ATTACHED (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) RO WS OF FIRST (4) ROWS OF W/ 1 Od NAILS @ 6" O.C. OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. E ES AND 12" O.C. FIELD 2x4 BLOCKING @ 24" (D = 0. 148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL END TYP. TOP & JACK TRUSS j "' O/C W/ (2) 16d TOENAILS @ EA. END NOTES: BOTTOM ATTACHED SEE PLAN FOR 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL W/ (2) 16d TOENAILS CONNECTION , MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL 2X4 "T" ON TOP OF PANEL-j OF THE LAST LAMINATION SPACE AS SHOWN FOR 3-PLY BLOCKING, FASTEN WITH 2X4 BLOCKING WV� ­�­17 1 0dx3" @ 4" O/C (2) 12d TOENAILS 4W 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION EXT. WALL CONN. @ COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARING LOCATION B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION SEE TYP. WALL SECTION FOR SCALE: 3/4" V-0" TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 11.1' �9 ADDITIONAL INFORMATION. C4 r- x 4 45' T3 MINIMUM 2X CROSS BRACING (SEE PLAN FOR LOCATIONS) q>1 x (2) 16d PER JOINT C1 .81 1 L- CONTINUOUS BOTTOM CORD BRACING 2"X4" MIN. SEE M/S5 CROSS BRACING DETAIL rj--"� SCALE: N.T.S. 2"x4" OUTLOOKER @ 24" - O.C. W/ (2) 10d PER JOINT 1 Odx3" O/C 2"xi TOENAIL-) 6" O/C RUN W/ (2) 16d TYPICAL NAILS ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. GABLE TRUSS 1" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE 12 AND LOCATION) C) 6.9 MAX. E 2 r6 0 !�l 1 11 1 11 11 11 il I I I I .4 CONT. BEARING GABLE END BRACING DETAIL rj MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES SCALE: N.T.S. OVERLAP TRUSS BRACING 6" OVERLAP AT LEAST TWO TRUSS SPACES -MINIMUM (2) 16d PER JOINT MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL rM SCALE: N.T.S. S5 V BRACE W/ 10d @ 4- O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C 2 x 4 BLOCKING wl (2) 10d TOE NAILS AT EACH END @ WOOD TRUSSES 24" O/C (TYP) I v z W a. "AT \\-BRACINGW/(3)10dx3"AT EACH CONN. @ 24" O/C SIMPSON HGAM1 OKTA W/ (4) MOISTURE BARRIER 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"X2 3/4" BOND BEA M TITEN TO CMU MASONRY WALL 2x4 BLOCKING-",, --2x4 "T" BLOCKING @ 48" O.C. 16d NAIL 1" BRACE ED W/ 1 Od NAILS @ 4" ATTACH GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL SCALE: N.T.S. (i) 2x4 7'BLOCKING 2x4 BLOCKING @ 48" O.C. 16d NAIL 1" BRACE ATTACHED — W/ 10d NAILS @ 4" 0. TYPICAL 1 4� L A@j GABLE TRUSS WEB AlLr-6 SCALE: N.T.S. S5 SINGLE 1" BRACING DET DIAPHRAGM -4 BLOCKING @ 48" O/C 9��41 ,,-GABLE TRUSS TRUSS VERTICAL (2) 2"x8" 1" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE 1711 BRACE(;) AS PER HIB 91 SCALE: N.T.S. 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS B OTTO� CHORD BRACING 2X4 MIN. NOTE: ARCHITECTURAL FINISH EXT. WALL CONN. @ NON LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S 1" BRACING REQUIREMENTS STUD SPACING NO 1" BRACE (1) 2"X4" (U.N.O.) 1" BRACE 2"xIS" (U.N.O.) "L" BRACE 24" 0'0" - 31-0-1 31-01' - 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" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA1 OKT wl (4) 14'xl 1/2" SDS GABLE END BRACING DETAIL SCALE: 314"=1'-9' MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 W/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN E S5 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 �7- /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 (D t� M C� < am� Ln (D aj CX3 G)ra 4--J LU C� 0 LU V) F— E -2 C5 U-, E 0) co C, p 0 C14 U- co r- 3, 5 Cd 0 32 0 0) U) 5. CS Lo 8- q* C" < A�l BID. 8 �2 z C� 1g "i Uj C� t 15 LU U 10- Z < OR ch t (a E :� Z A UM LU , r �0!9 "A" Wit �com" -rL5 -com E , C-) Cj 0 41 . ....... , J� To the best of the Engineers knowledge, information and belief, the structural plans and spedfications contained within these drawings comply with the 2017 Florda 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. LE N NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 1z �, 9 uj z z < z Q W Z Lu t2 It! ti 0 U) zz �i 8 Xz > —j z ln� < 4 x r- (I) CL LU 0 z < U o po 0z he r- Ln 8;5 A mo Ln u,,- <- T-1 Lj- z Lu -g 9.� z Z all Lr) Lii Lij v. c) < < z Z tu— z z UJI 2 iun, 0 C� -.5 rn T--i o- SCALE AS NOTED DATE 5/7/2019 TECH: FFLORES VERSION NO 10 SHEET NO. S5 I I 1 II 1 1 11 1 1 I'll I I1 I 1 11 1 VI I I I I I _ I. I I- r 1.1 11 1 1 51111 1 11,1111 _I I__ !I I 1x4 1/Z" DRYWALL 1/2" DRYWALL DOOR JAMB REFER DOOR JAMB (REFER 1x4 ( 1x4 1/2" DRYWALL , UNACCEPTABLE INSTALLTION 40 DOOR JAMB (REFER P.T. TO PRODUCT TO PRODUCT TO PRODUCT PROPER INSTALLATION MAX. 8 DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" O.C. APPROVAL FOR CONN. 1x4 APPROVAL FOR CONN. APPROVAL FOR CONN. 1 X 4 ` ' #5 REBAR (TYP,) 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X 1x4 P.T. 3-1/4" LONG X 3/16" 0 FURRING 3/16" 0 X 3" LONG FURRING �� ROWS 3l16 x TAPCONS FURRING #5 REBAR ` AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED TAPCON. INTO O.C.(TYP) TAPCON @ 16 .C. & 4 TA STAGGERED @ 16" 2X8 ` ' BLOCK@ SPACING „ 1 DETAIL 1x8 P.T. FROM EACH END w/ MIN. O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH 1X8 `STD. 2x BAND JOIST W/ FACE NAIL 10d JOIST PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL 1x8 w/ (2) ROWS 8d NALS 3 �� DETAIL ` STD. 90^ tl;� 90°HOOK (TYP.) @TOP & TTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. FILL SOLID BOTH CELLS HOOK (TYP.) % FACE NAILS 10d @ TRUSS VERT. WEB 3116" x 3 -1/2" TAPCON @ 16" DOOR JAMB (REFER 1x4 P.T. TO PRODUCTO.C. & 4" FROM DOOR JAMB (REFER 112" DRYWALLDOOR EACH END W/ MIN APPROVAL FOR CONN. TO PRODUCT 1x4 LD1, P SHEATHING TO JAMB (REFER 2" EDGE DIST. TO PRODUCT APPROVAL FOR CONN./7/ 2x8 P.T. w/ (2) ROWS 3/16°DI11LV I ` TTOM OF BAND IST TYPICAL tINTO APPROVAL FOR CONN. ' x 3-1/2" TAPCON @ 16" (2) ROWS 3/16" x 3-1/2° O.C. & 4" FROM EACH 1x4 TAPCON @16" O.C. & END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w! 2x8 P.T. ATTACH SECOND PLY w/ FURRIN '±2° NOTC @FIRST COURSE MPSON HGAMIOKTA 12" O.C. (4) 1/4xl 1/2" SDS SCREWS @MIN. 2x P.T. AS REQ'D 2"EDGE DIST. 2x8 (2) ROWS 1063" ``TEN BAND JOIST & (4)1/4"x2 3!4" 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" O.C. 3-1/4" DETAIL +5^ NOTCH WEB AT THE FIRST 2 COURSES INTO K.O. BLOCK BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC LED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION KH RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION A -A UPLIFT CAPACITY = 805 # FOR 1 STRAP ' W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. = 1610 # FOR 2 STRAPS ' FILL 1st4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2'-0 " 8" SOLIDW/GROUT e 1 PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS 1/2" DRYWALL J * SCREWS & (5) 1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d :• 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) 2 x 8 45^ DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 1/2" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DrAGONAL BRACE AT EA. CONTACT ENGINEER of RECORD FOR FURTHER INSTRUCTIONS. • SCRIBE (NOTCH) FACE OF ARCH W/ (3)10d NAILS • ' OVERHAN BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL - CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. • ' ;; . 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHOR ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL NTS INTO ARCH BLKG. PER 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO Z-6" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED W/ 3 #6 X 4'%" WOOD ) () * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3l4" - NO REPAIR REO'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL 10d NAILS @ 8" O.C. ARCH DETAIL J 4' MAX. RAD. USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ xpV T FRygN TO TRUSS TOP CHORD MIN. 4" EMBEDMENT AT 16" O.C. `� H 11 �r _ 5 _� SCALE: N.T.S. SS 12 + + GTy PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS ° WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED D D EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL TO SUPPORT ° D /4" MAX 2 -0 8" TRUSS + SOFFIT + ° D D D A. #5 BAR BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 5 12d NAILS SIMPSON () + + 10" ENTERED W/ _ 9 H D ° °� IN TOP BLKG. &BUCK 2X6 TO 2X4 H2.5A w/ (10) 2X4 SYP . D ° b 1 X 4 FURRING 8d NAILS EACH TRUSS KNOCKOUT / N ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END 2 8 DIAG. BRACE BTWN,,, PROVIDE (2) MIN. PROVIDE 2x CONT. W/ (3) • I CONNECTOR �� - - _ p MONO FOOTING _ D ° - •D PROVIDE x _ ° SIZE AND REINF. PER PLAN I � VERT. BRACES WHEN HGT. OF �� TAPCON AT EA. SIDE BUCK - (1 WITHIN 4 �� ) 12d NAILS SEE LINTEL ° AND SECTION DETAILS -� (- BRACE EXCEEDS 24 JACK TRUSS PROVIDED BY SCHED. LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 ° D 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT CLEAN FILL D D Z DIRT TO BE INSTALLED 2 BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL ° STANDARD o SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION o 90' HOOK cv #5 BAR IN TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4%' WOOD FOR OVER HANG FILLED CELL 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") - - BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE (2)1/4" X 3 1/2" TAPCONS AT 16" ° INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. ANCHOR INTO ARCH BLKG. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS ARCH DETAIL K e-e SECTION @ENTRY L SECTION @ ROOF EXTENSIONrW� REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" =1'-0" SS SCALE: 3/4" =1'-0" SS SECTION DETAILS SCALE: 3/4" = V-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION, AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR 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 1/2" NAILS TO STUDS & (1) - E INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS PER ANCHOR 9 a. PANEL ) (1) #5 BARS CONT. OCCURS TOP WITH MIN. 3" 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET' 1 z #5x6' EMBEDDED INTO EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. THE SAME SPACING ( REINFORCING COVER 6 _p� EPDXY MIN. 6" EMBEDMENT & O N SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER 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 \ � v NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° p THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL o v A REINFORCING AS FOLLOWS: 1 * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT po e ' r 13- = g * PRESS PANEL REINFORCING INTO PLACE. z #5x6' EMBEDDED INTO 6" MIN. LAP SPLICE W/ o ° y EXISTING FOOTING (2) #5x6' IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL LO FILLED CELL SMOOTH. DO NO FURROW. ° o ° N LDRILL 3/4 MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE 11FSET `. IN EPDXY BARRIN FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP ° \ �•.. G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: M Q REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r o ` \ TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° ��a 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL o . #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 C 16" MIN. COVER EA. WAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 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. s L U z g z Q a z Cn CD ClCjD � w 0 w m U mN W V F ~ O 4 a y',Tr 8 §' Z N M C co M N '0 M C N O o0 CLL °° U �� Qom, U)ao Logy rn ¢ o N N m Z N Z � �Z Z_ W fi' z° U) P ii W 10ZOW_ U E.0 W W,1;R F M ❑ �/' ° ,,f,�li{I{tttt,������ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential Bth Edition. 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 0Z ys0 rr Q Lu 2 a f< Weir V 2 0 0 zoo w � J Lu 8 Ce quo � z >o e�1 5 N "a J LU U = � U) J 9. {Owuro F-• Y �" I' Ili < t'V Lr) LU g o d Z J �-{ 111 Q a Z W5 ��Yo $moo Z O �p z N 9 o m O o� Z 5 = J V) �� ,--1 a cn s SCALE : AS NOTED DATE : 5/7/2019 TECH: FFLORES VERSION NO. 10 SHEET NO. SS L CROSS BRACING DETAIL (TYP.)r SCALE:NTS TRUSS NOTES: CONV. FRAMED RIDGE 1 . WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER wl MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS-----7 COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS U$ 2X4 BLOCKING -]I- 2X4 DIAGONAL AT 8'-0" O.C. q BETWEEN EA. TRUSS MAX & EACH END ALTERNATE DIRECTION TYP. (D C14 -----Z-WOOD TRUSS -1 A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS E 0 WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W1 ROOF SLOPE '---2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B TRUSS OR ROOF SYSTEM SHEARTRANSFER EXTERIOR. WALL SCALE:NTS '2L CB DB- vyl Wv ­�l I I I A� v TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 wl (24) 10d x 1 1/2" NAILS EACH 0 PRE-ENG. TRUSS I I P CONT. ROOF SHEATHING AT TRUSS TO CHORD AT ALL HAND FRAMED AREAS TYP. DIAGONAL AT 8'-0" MAX TRUSS ROOF SEE SHEATHING P 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A 'E SHI G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP, 3�'A TRUSS (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL r2 SCALE:NTS HIP G.T (2) 2x8 #2 SYP w, O.S.B. FLITCH PI TOP @ TRUSS 8 U.N.C. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 1 Od x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 1 Od NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 1 Od NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 1 Od x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH BEAM @ RAISED ENTRY MASONRY WALL r4 SCALE:NTS SIMPSON LSTA18 VERTICAL SCAB 2 x 6 w/ (12) 1 Od NAILS ISEE PLAN L. SIMPSON HUC41 0 W/ (14) #2 SPF 48" O.C. W/ (4) CENTERED AT I FOR CANTI 16d INTO HEADER & (6) — 1 Od TOP & BOTTOM SPLIT TO TIE 10d INTO BEAM - SEE OR SIMPSON H2.5A w/ BEAMS TOGETHER ROOF PLAN FOR MORE (10) 8d NAILS INFO ( COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A W/ (10) 8d NAILS AT 48" O.C. (OPTIONAL) BEVEL CUTS 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"0. C. MAX. W/ (3) 1 Od COMMON TOENAILS TO TIE BEAM 2X4 CONT. AT--/ CONC.MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING r3 SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT gL VARIES ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d TOENAILS TO TOP _. l�A COMMON TRUSSES. SEE TRUSS PLAN PLATE & (2) 12d END MIN. (2)2X4 FOR CONNECTION NAILS TO TRUSS SPF TOP INFORMATION. BOTTOM CHORD PLATE 4,VARIES SEE PLAN FOR WALL LOCATION MIN. 2x4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO OL SEE PLAN FOR N PLATE BELOW TOP OF WALL MIN. 2X4 #2 SYP P.T. PLATE W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE 16" O.C. MAX. INFO. . ob. SECTION @ ENTRY — SCALE:NTS 7 -SEE FLOOR PLAN FOR COLUMN SIZE& BASE OSB FLITCH PLATE SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN FOR COLUMN SIZE INDICATED ON BM. & ADDITIONAL INFO. SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR ASE REQ'D ONLY WHEN COLUMN SIZE& B )7R INDICATED ON BM. CONNECTION INFO OPTION A SCHEDULE/PLAN OPTION B OPTION C COMMON BM. TO POST ATTACHMENT rAN� SEE ROOF PLAN SCALE: 3/411= 1 1-01, FOR BEAM SIZE & LICE OVER ,Vl- BM. SP A CENTER OF POST CONNECTION INFO. I SEE PLAN FOR SIMPSON MTS1 8 W/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR COLUMN SIZE & IAI ADDITI(-%k (WOOC C _AT EXTERIOR SHEATHING ATTACHED PER 2X4 STUDS W/ SIMPSON V, NAILING SCHEDULE SP1 W/ (10) 1 Od NAILS AT BASE SEE J/S6 FOR MORE INFO. 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 1 Od NAILS OR SIMPSON MTS12 W/ (14) 1 Od x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION r2 2 SCALE:NTS SEE PLAN FOR CANTILEVER IF INDICATED SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. GABLE TRUSS 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM MIDDLE SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. MASONRY WALL BELOW: SIMPSON HETA1 6 w/ (9) 1 Od x 1 1/2" NAILS @ MASONRY WALL 4 4'-0" O.C. TO GABLE TRUSS OR BEAM BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN 44 (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. _. A TO GABLE TRUSS COMMON TRUSS -U=4V4= SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE rj_2_-� SCALE:NTS JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE ----SEE DETAIL 4/D 1 FOR BEAM SIZE EXTERIOR SHEATHING t122 a 11 ATTACHED PER NAILING a ]a SCHEDULE 2x SPF #2 AT 16" O.C. ------BUILDER FRAME RADIUS AS REQUIRED KNEEWALL �/d'v` ENTRY FRONT WA SCALE:NTS 2X4 #2 SYP NAILER. NAIL TO STUDS W/ (3) 16d AT EACH STUD -TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED W/ (3) 1 Od PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION I FOR ADDITIONAL INFORMATION rIF 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. SIMPSON LUS26 W/ (8) 1 Od NAILS OR IF 2 PLY TRUSS SIMPSON ZSEE LUS26-2 W/ (8) 16d NAILS TO FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. 2X1 0 #2 SYP CONT. LEDGER W/ (3) 1/2" X 4 1/2" LAG SCREWS ATTACH LAG SCREWS INTO END OF EACH FLOOR TRUSS, 24" O.C. MAX. (AT VERIFY WITH PLAN FOR LOCATION AND DIRECTION (IF PARALLEL SEE 202 FOR BLOCKING INFO) '--MASONRYWALL EACH SIDE OF G.T. INSTALL (4) LAG SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROO F rg SCALE:NTS 2x STUDS @ 16" O.C. W/ SIMPSON SP1 W/ (10) 1 Od NAILS AT BASE & SIMPSON SP2 W/ (12) 1 Od NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END (BETWEEN TRUSSES N (2) 12d NAILS TO EACH VERTICAL LOW ROOF/WAL N STUD) SHEATHING ATTACHE N PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 W/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. AA PLYWOOD FLOORING >< LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 W/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUTr3q'� SCALE:NTS DETAILS & SECTIONS (D !;2 U-03 < __j rl U) V) (D Lu 0 LU E 2 C) ca cli E a, - 8 - - TC -IOU CM0 0 .1 " -9 C3 C__ x__ U_ co 1� - 00 I izz- 0 CY) CL -D S. 73- M< 6 A I RID-1 \\I/' /I JAMEJJ111 4t 0 U1 C' c; LU D ;O� z U) 0 LU -4 -M U i z 2 F5 " z LL < M LU 121 0141111,-, '0 E rv, I'll 135�� __j 0 <(_C�! = QC6 cp e F '?OF -SS\ 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. LE hi NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 0 ZZ o< Za:CL. LU < ce cr z '21 2, I �zj LU Co U) H 0 j8 z > z < F (D LU U) 0 '0 OZ5 z < :j LU 9 x U x W _j !� 9 9 0, Zo 0 Ln < Lr) LU U r_4 N Cl Z' < z z LU Ln LU uw, CY 2 �i '=C 'LU - 8 _j .-I Lij < z 9� z 0 to Z *< D �p S) 9R Cal 0 6 Z :5 LLI d (n <Z w v-4 10- Ul) -r-) SCALE: AS NOTED DATE 5/7/2019 TECH: FLORES VERSION NO 10 SHEET NO. D1 I I I I I � - I'l '' I I I I , IIII I J I - FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE TEMPORARILY SECURE BARRIER DOOR ROUGH OPENING WINDOW UNIT WEATHER SLOPE R S S TIVE 0.3 in: 12.0 in E 'I BARRIER WOOD FRAME CONSTR. TAPE EXTERIOR SELF -ADHERED FLASHING 3/4"-1 " BEAD OF CONSTR. (0. 6 cm : 30.5 cm) SHEATHING 3 BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING OVER RIM JOIST AND U THRESHOLD OF DOOR AND RETURN WALL BY 6 IN. UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING EXTERIOR C2 CEMT. FIN. WEATHER BUILDING PAPER VVInL_ SELF -ADHERED FLASHING RESISITIVE BARRIER SEAL TOPS OF JOISTS WIRE LATH UNDER DECKING SUBFLOOR (SEE DETAIL WP07) SELF -ADHERED FLASHING 777 HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weather resistive RIM JOIST 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 L V, 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 SELF -ADHERED FLASHING SELF -ADHERED FLASHING FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR DOOR WITH DECK - SECTION A SUN CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER EXTERIOR SHEATHING FLASH�NG,JAMB & HEAD MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE ADHESIVE TO BE APPLIED UNDER THROUGH SELF -ADHERED THRESHOLD OF DOOR AND RETURN FLASH NG SEE FLASHING SELF -ADHERED FLASHING UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) REFER TO TECHNICAL SCORED LETTER ON CHEMICAL RELEASE PAPER COMPATIBILITY SELF -ADHERED FLASHING - SELF -ADHERED FLASHING, (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE EXTEND A MINIMUM 6" ADHESIVE AS SHOWN) VERTICALLY FROM BOTTOM OF THRESHOLD C�4 CID 1 E 0 1 1 F! En L SECTION -A (SEE DETAIL WP02) *J L- SELF -ADHERED FLASHING SELF -ADHERED FLASHING o NAILING FLANGE 1 2 SEAL TOPS OF JOISTS DO NOT FLASH OVER UNDER DECKING BOTTOM NAILING 8 (SEE DETAIL WP07) FLANGE I NOT USED SELF -ADHERED FLASHING HALF ROUND WINDOW FLMQF1II1%J I ­ -- SELF -ADHERED FLASHING DECK JOIST I E AM Q SELF-ADHEF SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER PLASTER STOP CONTINUOUS BACKER ROD & SEALANT Me 14 SELF -ADHERED FLASHING PATCH HERED FLASHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER IN SELF -ADHERED FLASHING INSIDE CORNER -7 Ground 7 FOUNDATION WEEP SCREED LEGEND SELF ADHERED FLASHING (SAF) DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING, 'OSB% PLYWOOD, DENSGLASS 121 Water Resistant Barrier Lath Sheathing Stucco ----STRUCTURAL FRAMING --- STRUCTURAL SHEATHING ---STRIP OF SAF )--DRAINAGE PLANE WRB -r- BOND BREAK WRB ILI ISF LATH ER STOP A NUOUS BACKER ROD LANT 4TITIOUS FINISH 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.1 5 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 barder. 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 ot 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 ofthe 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 GaIv. 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 G in each detail that corresponds to the numbered items in the list of instructions below: 1 . Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (16" 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 WOR Cement Plaster in accordance with ASTMC926 over wood 2nd floor Oak Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC 1063 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 16Z 60M Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC 1063 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 /7 A CO CD CL_ 13 V) (D C Q) C_/3 +_J LU 0 L_U 4-h 0,_ E ZD V) 0 23 M .2 C5 M r- 04 Lii E 8 4) co 0) M r_ M M -0 C') a cli C) 0 0 C=I U_ 00 C6 ?� CO.",- U) a) 0 A I R D. 6 AU .2, Z- U) ED LU -E Z 0 &;5; < 4 C, r, OM U) M E CP Z LL U1 C-3 WWW FDSENG.COM U Li O'�, 00 cli To the best of the Engineers knowiedge, 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 sea]. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 0 Z i0 M Z 0. U 0 zd� �Ezl U) 0 uJ Lu < uJ 10 (n > LJJ M Z Z M Z Ce Z C: LL. 0 L4 3: Z 0 0 Cr U cl- LLJ LL, 9 0 Lr) 8: Lh < 0 W. -� Z < Z Z L:Ij 2 �i <ujt8 < < Z U W uJ 8 c) Z tu C113 0 V Z LU T _J Z UJ X rn CL U) F) SCALE AS NOTED DATE 5/7/2019 TECH: FFLORES VERSION NO 10 SHEET NO. W P LSIMPSO N � 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 D1761 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 20151-Codes. Simpson Strong -Tie is working on re-evaluating wood construction connector loads to the new standard to update our product evaluation reports to the 2015 I -Codes. As soon as the updated evaluation reports are completed, we will apply for Florida Product Approvals. However, reevaluating a large number of products will take time. While manufacturers work with product certification agencies to update their 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 6/30/2018 Men it will be re-evaluated by Simpson Strong -Tie. Please visit vnvw,stronotie.com for additional pertinent information. If you have questions or need further assistance regarding this matter, please contact the Simpson Strong -Tie Engineering Department at 800.999.5099. Sincerely, SIMPSON STRONG -TIE COMPANY INC. AP4 Keith Cullum, P.E., LEED AP dv4BDW Engineer, Southeast U.S. Branch Page I of 1 Sirnpon strong -Tie Company Inc 2221 country Lane McKinney, TX 75069 Phone: 072.542.0320 Fax 972.542.4139 wwwitonate.com +� u eoa > s stt»�on Ce1Kleatsxs USP 5t elt 1116. Ffo kt +ride ` ProductApprovat No. EVOKOOMRapvA Beene P"Ill) sietgeat alaait No. FkKt9a ft ProdtctA"rW*1I No. E>I'alustilmRepo" eaeeta ire} A3 FL17244.1 ESR-3455 A23 FL10448.2 ESR-2606 HD210-2 F1_17232.3 ESR-3445 HU210-2 FL10856.4 ESR-2549 H0212-2 FL17232.3 ESR-3445 HU212-2 FL10856A ESR-2549 HD216 FL17232.3 ESR-3445 HU216 FL10858.5 ESR-2549 HD216-3 FL17232.3 ESR-3445 HU2163 FL10856.1 ESR-2549 HD26 FL17232.2 ESR3445 HU26 FL10856.3 ESR-2549 HD28-2 FL17232.3 ESR-3445 HU28.2 FL10856.4 ESR-2549 HD410 FL17232.4 ESR-3445 HU410 FL10856.9 ESR-2549 HD412 FL17232.4 ESR-3445 HU412 FL10856.9 ESR-2549 HD610 FL17232.4 ESR-3445 HU610 FL10856.10 ESR-2549 HDO410 FL17241.7 ESR-3444 HUC0410 FL11468.11 SIM200804 HGA10 FL17699.1 Evaluation Report HGAIOKT 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 FL17580.4 Evaluation Report HETA20 FL11473.5 SIM200802 HTT16 FL17324.2 Evaluation Report HTT16 FL11496.1 ES-0130 HTT45 FL17324.2 Evaluation Report HTT22 FL1149& 1 ES-0130 HTW18 FL17244.8 ESR-3455 HTS16 FL10456.22 ESR-2613 HTW20 FL17244.8 ESR-3455 HTS20 FL10456.23 ESR-2613 HTW24 FL17244.8 ESR-3455 HTS24 FL10458.24 ESR-2613 HTW30 FL17244.8 ESR-3455 HTS30 FL10456.26 ESR-2613 HTWM16 FL6223.2 Evaluation Report HTSM16 FL11473.11 SIM200802 HTWM20 FL6223.2 Evaluation Report HTSM20 FL11473.11 SIM200802 HUGT2 FL8223.3 Evaluation Report HGT2 FL10456.18 ESR-2613 HUGT3 FL6223.3 Evaluation Report HGT3 F1_10456.19 ESR-2613 HUS210-2 FL17232.6 ESR-3446 HUS210-2 FL10856-R4 ESR-2549 HUS212-2 FL17232.6 ESR-3445 HUS212-2 FL10856.11 ESR-2549 HUS26 FL17232.6 ESR-3445 HUS26 FL10856.11 ESR-2549 HUS28 FL17232.6 ESR-3445 HUS28 FL10856.11 ESR-2549 HUS28-2 FL17232B ESR-3445 HUS28-2 FL10856.11 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 FL10655.107 ESR-2549 JUS24 FL17232.10 ESR-3445 LUS24 FL10655.109 ESR-2549 JUS26 FL17232.11 ESR-3445 LUS26 FL10655.111 ESR-2549 JUS26.2 FL17232.11 ESR-3445 LUS26.2 FL10655.112 ESR-2549 JUS28 FL17232.11 ESR-3445 LUS28 FL10655.113 ESR-2649 JUS46 FL17232.11 ESR-3445 LUS46 FL10655.118 ESR-2649 KLEG3 FL17241.15 ESR-3444 LEG3 FL10667.71 ESR-2615 KST260 FL17244.15 ESR-3455 MST60 FL10852.7 ESR-2105 LSTA12 FL17244.18 ESR-3455 LSTA12 FL10852.4 ESR-2105 LSTA15 FL17244.18 ESR-3455 LSTA15 FL1D852.4 ESR-2105 LSTA18 FL17244.18 ESR-3455 LSTA18 FL10852.4 ESR-2105 LSTA24 FL17244.18 ESR-3455 LSTA24 FL10852.4 ESR-2105 LSTA30 FL17244.18 ESR-3455 LSTA30 FL10852.4 ESR-2105 LSTA36 FL17244.18 ESR-3455 LSTA36 FL10852.5 ESR-2105 LTS19 FL17219.2 ER-0200 LTT19 FL11496.3 ER-130 LTS20B FL17219.2 ER-0200 LTT208 FL11496.3 ER-130 LTT131 FL17219.2 ER-0200 LTT131 FL11496.3 ER-130 LTW12 FL17244.8 ESR-3455 LTS12 FL1D456.29 ESR-2613 LUGT2 FL17240.2 ESR-3447 LGT2 FL11470.7 SIM200803 MP3 FL17244.22 ESR-3455 LS30 FL10446.15 ESR-2606 MP34 F07244.23 ESR-3455 A34 FL10446.3 ESR-2606 MP4F FL17244.24 ESR-3455 LTP4 FL10446.19 ESR-2606 MP5 FL17244.22 ESR-3455 LS50 FL10446.16 ESR-2600 MPH3516 FL17240.3 ESR-3447 WM1416 FL10667.86 ESR-2615 MSTA12 FL17244.18 ESR-3455 MSTA12 FL10852.8 ESR-2105 MSTA15 FL17244.18 ESR-3455 MSTA15 FL10852.8 ESR-2105 MSTA18 FL17244.18 ESR-3455 MSTA18 FL10852.9 ESR-2105 MSTA24 FL17244.18 ESR-3455 MSTA24 FL10852.9 ESR-2105 MSTA36 FL17244.18 ESR-3455 MSTA36 FL10852.9 ESR-2105 MSTC40 FL17244.26 ESR-3455 MSTC40 FL10852.11 ESR-2105 MSTC52 FL17244.26 ESR-3455 MSTC52 FL10852.11 ESR-2105 MTW12 FL17244.8 ESR-3455 MTS12 FL10456.33 ESR-2613 MTW16 FL17244.8 ESR-3455 MTS15 FL10456.34 ESR-2613 MTW18 FL17244.8 ESR-3455 MTS18 FL10456.35 ESR-2613 MTW20 FL17244.8 ESR-3455 MTS20 FL10456.38 ESR-2613 MUGT15 FL17240.5 ESR-3447 MGT FL11470.9 SIM200803 NFM35X12 FL578.2 Evaluation Report MBHA3.56/11.25 FL13904.8 ESR-2616 NFM35X16U FL578.3 Evaluation Report MBHA3.56/16 FL13904.6 ESR-2616 PAU44 FL17239.13 ESR-3449 HDU2-SDS2.5 FL10441.4 ESR-2330 PAU66 FL17239.13 ESR-3449 GLTV3.516 FL10667.8 ESR-2615 PHD2A FL17219.3 ER-0200 FGTR FL11473.2 SIM200802 PHXU3516 FL17241.20 ESR-3444 CS16 FL10852.1 ESR-2105 RFUS FL6223.5 Evaluation Report H1 FL1D456 5 ESR-2613 RS150 FL17244.27 ESR-3455 H10 FL10456.6 ESR-2613 RT15 FL17236.3 ESR-3448 H10-2 FL10456.7 ESR-2613 RT16-2 FL17236.2 ESR-3448 H10A FL10456.6 ESR-2813 RT16A FL17236.2 ESR-3448 H3 FL10456.13 ESR-2613 RT3A FL17236.3 ESR-3448 H4 FL10456.14 ESR-2613 RT4 FL17236.3 ESR-3448 H5 FL10456.15 ESR-2613 RT5 FL17236.3 ESR-3448 H2.5 FL10458.11 ESR-2613 RT7 FL17238.3 ESR-3448 H2.5A FL1D456.12 ESR-2613 RT7A FL17238.3 ESR-3448 H8 FL11470.3 SIM200803 RTaA FL17236.3 ESR-3448 SP1 FL10456.41 ESR-2613 SPT22 FL17244.30 ESR-3455 SP2 FL1D456.42 ESR-2613 SPT24 FL17244.31 ESR-3455 SP4 FL10456.43 ESR-2613 SPT4 FL17244.32 ESR-3455 SP6 FL10456.44 ESR-2613 SPT6 FL17244.32 ESR-3455 SP8 FL1D455.45 ESR-2613 SPT8 FL17244.32 ESR-3455 SPH4 FL10456.48 ESR-2613 SPTH4 FL17244.32 ESR-3455 SPH6 FL10456.47 ESR-2613 SPTH6 FL17244.32 ESR-3455 SPH8 FL1D456.48 ESR-2613 SPTH8 FL17244.32 ESR-3455 U24 FL10655.141 ESR-2549 SUH24 FL17232.13 ESR-3445 HHUS28-2 FL10655.3 ESR-2549 TH028 FL17232.16 ESR-3445 HHUS410 FL10655.4 ESR-2549 THD28.2 FL17232.16 ESR-3445 HGUS5.25/12 FL11468.11 SIM200804 THD410 FL17232.16 ESR3445 HGUS414 FL11468.10 SIM200804 THD412 FL17232.16 ESR-3445 HD08-SDS3 FL10441.1 ESR-2330 THD612 FL17232.16 ESR-3445 MSTAM24 FL11473.19 SIM200802 THDH414 FL17232.17 ESR-3445 MSTAM36 FL11473.19 SIM200802 UGTS3F FL2033.1 Evaluation Report MSTCM40 FL11473.19 SIM200802 UPHD8 FL17219.5 ER-0200 HHETA20 FL11473.9 SIM200802 - - - LGT3-SDS2.5 FL11470.7 SIM200803 - - - LGUM26-2 FL11473.12 SIM200802 PRODUCT APPROVAL SPECIFICATION SHEET (2018) January 9, 2019 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-Ciassic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.6 +67.0/-67.0 psf ThennaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.9 +67.01-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.14 +67.0/-67.0 psf ThermaTru Classic -Craft and Benchmark FL15225.1 +67.0/-67.0 psf ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-6TO psf ThermaTru FiberClassic, Smoothstar, ClassicCraft, Rustic FL7840.1 +67.0/-67.0 psf B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf PGT Series 5570 FL251.10 C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psf Clopay Building Products Residential WindCode Doors W5 (16X7) FL15279.53 +30.01-30.0 psf Clopay Building Products Residential WindCode Doors W8 (8X7) FL15279.85 +38.0/-42.0 psf Clopay Building Products Residential W1ndCode Doors W8 (16X7) FL15279.102 +37.01-41.0 psf D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.0/-55.0 psf PGT Series 5500 FL239.7 & HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.0/-50.0 psf C. FIXED MI Windows and Doors Series 185 FL15349A +40.0/-40.0 psf PGT Series 5520 FL243.9 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A PGT Series 5500 FL261.1 N/A E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A 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 B. UNDERLAYMENTS Tamko 151b Felt Underiayment FL12328.6 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 N/A Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A Borel Tile Saxony 900 FL7849.16 - F1.7849.20 N/A F. METAL ROOF Gulf Coast Supply & Manufacturing, LLC 0.032" Aluminum Gutft.ok 16" wide roof panel FL11651.2 R3 N/A 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - 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 B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - F1.6527.5 N/A D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE _&_0 CD L to Z5 (D .._, U N Q 0 O c .0) cv U -a a- U) N O O C O O W C: O CU LL C) .0 UU 0 s_ r - .� VJ Q Z Z W J f^^ 1J1 ^W W U) CU 0 L 0_ 0 n0 SHEET NO. PA 1.0l I I I It I I 1 11 esl� � 11 1 oil 11 1 11 1 1 1 P Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Ernftv or Lin v-1- Revision 2017 Thenno-Tru Corporation Rick Virgin Lyndon F. Schmidt. P.E. J. King. P.E. Category: Exterior Doom (419)2WI740 PE4UO9 (813) 767-6555 Subcategory. SvhnqIng Extemir Door Assombilas ricloyarwNdgwraIdlards. Compliance Method: Evaluation ROW from a Co. Florida Reglaerad Archdod or a Ucw3ed Florida P.T108 Florida Department of Business & Professional Regulation 12JIV2018 Building Codes and Standards Product Approval Application Detail 29& 2Ak Dt,P,ndin, Entity or lmbmm FSCA--I humusi version i0/16M17 0711V2017 W18,2017 1211=017 Apix"d Review 2017 Therms,Tnu Corporation Rick Vfttd Lyndon F. Schmid, P.E. Rymn J. King. P.E. Category: EAsnor Doom (419) 296-1740 PE-4309 (813) 767-6555 Subcategory: SviingingExterforDoorAsseambfies rickwowbIdgconsultards. Compliance Method: EVokagon ROW from a Com Florkim Ragalward Archiled or . Ucarsed Florida Proftalonal Enghow F1.00461493 Products P.g. 3 W $ 12J12(2018 2XI 211a Dateleendno 2ALL Submitted FSCA—val A,,—,d Status 12/la/2017 12113,2011 12rllrA17 02/13=19 Approved Q-11tv-A-u—, Asarovedfor Us, A-ro-d for U, IaLRw Daltm Quality h1surs"Co Apm,,d for Use A,—,,dfrU, Iiiijiul Design, 1121 Prod-t D-11,fion Outaid, HVHZ Resistant P.-U. Prd-t D,-dd- Contract Expiration litut, In HVHZ 0,wid, HVHZ aft�Awn"t= I a. Tharms,Tru Fber-Classic and Smooth -SW Nominal 6&039�41 &qUotN�Imped&q.9; Op"- 12/31rze= No yes No NA Flmb,.-r-ICI,wsljcllw-W,Smoctr�Stw NomInal 6&M9;8 4,quottiorimpectSiquot; Opaqw 12131=1 No ye. No WA Composite Edge Fibetigion Single Door onsevingwirwrig; x conflourdon) Nominal SMS;O 41"14or�Imped1jZ�1,. compos 0.2==M No.".1 611039'.8 &qutft-l.p.,t&qut: closed Composts Edge FO-gloss Single Door QnrMnq1Wswng; X carr"llon) MN rrUnWQMS;04,quc4M�Irrpact&quok;Glaed iposite Edge Fillerigass Single Door Flaianzm fdo mu M1111110 MEWOMM Reavislam 21117 NV* wo DO" cloadrip adwift D"s : SAft Estella, Door Awassolibe C� OWWAPM Evalisidion RoW Insm a Florlds Registered Arshbad or a Florlds Pf0b"b" a gi PUMBLISM Phallosms &a PritillwaL NbdL Washer or Nems, 3 SERIES 420 AUAf*M SOD REINFORCED Florlda Departinent of Bustriess; & Prollessional Regulation Bullifing Codes and Standards Product Approval Application Detail papi0fl IMMIS AWlKAE 20 21k AMLEMON 21k 20= joussalif FIDC Assansvid ARNOW No Ward SMhW LUSSRotasloWnSis Stevan M. Lki* PE osmllra`17 0SM V2017 Owl&=? lomorAll Approwd (717) 3@SMW PE42514 (717)317.84U lattlingorsmilovd.cown awAkA� A-hannhil Star Uft Abovehadjorlbses Imam glow EMOOL20OHM 22mgmuhmmmkwm ift KIM 2NOWLt= solamil Frinowas SERIES 420 ALUMINUM SGO REINFORCED OXO 12131=8 No Yes No N/A 14544114p0oft8quot; Composite Edge Fiberglass Single 0— OnwinVOutsmwing; X cordigurdon) Nominal SL*39;0 &quotNorHmpwt&wot; Opaqw Commit* Edge Fbargarst Sirgle Door (In-k9lOul": X conlWordon) Nominal 6MS-,e &Wotj4owpad&quot; closed Composite Edge, Fitherglass Single Dow soared ComIX340 Edge Fiberglass S" DOW (Jns,v1mlA0utswtn:: X conflounallon) Florida Departinnent of Business A, Professional Regulation Pages I d I Buftrvg Codes and Standards Iffimis Product Approval Appilliallon Doug FM932ZA4 gob EnNar ar gom ask 2MLbodm 2da BM mmoa UNNanum Ammad F0C Anwwd Averaged Review 2017 MIS Ykalaw and Doom emtsnkw Luis Roberts, Loom Obview It Urich, PE 0613rm? 01V1 112017 Oe6MGM7 1WOr"7 ApIxond Calegavy: Ex*ft Dom (717)38$MW PE-42514 (717) 317-8454 $UbCob$Wr. Oft BftftDWANWAbbe Issibictiollinihird down " N , 11 1 Evidustion ROW *= a Florida Readebrad Archilad a a Licernesd Florida pralleadonei En~ gmiNLA� Adontarad 1, Uses Aww�d far Mae JOW 20M AMA EM&OL20adOn 22okm&LmkdWoa& In OUb1db HVM and" Pressing 4 SERIES 420 ALUMMM 800 REINFORCED SERIES 420 AUANNUIM SGO REHNIFORCED M 120141018 No Yes NO WA XO, XX 911114110"051141110t Florida Deparlirrient of Business; A, Professional Regulation BWldkV Codes wid Standards u pawlel lawle 1111.1111021:11111, Sao grow ar 21111 20t 29LBOAN 291 Bw ywedian ismadom IMMO" Y#Ad" Auseam EVLARNOW Aboshaved no� 2017 Thommi-ft Coetionobsol Rick Wright National Aow*CRBWn RYM J. King, P.E. 12r2VM7 061021=7 120MI? Approved Celegarr. Belinda Doows (410) 2WI740 mwapffmd, (613)7674M bubCsiblisirr: Swinging EAw* Do" Awornlidens =*a-*— r�� --- , Is kjSwLj'" nmimalmdzmam 2mdkA� Assonaned for ties Assuaged hir Use NIR@9 22da IMA EM"ANdmakm*KALOM B20ML2MMdWm S21NELINNINIM21k b. NVNz gwmmLk= NMR"o E� I a. aquot;ctswdslt� Saw awotsessohnsawk by 8% and 80 Opiates and Glassid Fbwghm Door vskin 112MIQW1 No Yes No WA Thw�Truswot old writh(ed Sidolftes. lowering and Mbwk* PLOUNU124M cob mm youhm PAVMM 2017 AN V*40" Saw DOM cassorr. Eldeft Does 806CIANIvall SWV Eldibillor MW Assarribbas COMPNOW 11 1 , I Evalssation ROW than 0 Flodde Rogbhnd Archbold or a Ualwasol Florida Frafteedow Engineer PMS3n4U proada's &a Pldldlbd&NUMbKWN� I SEFUES 420 AUJM1M SOD Florida Department of Business A, Professional Regulation Building Codes and Standards Product Appinuval Appilicartion Detwill P.wl.ri � IMMIS Raise ar 21111 2da 2dLftBdm 20 lbudd& NINO twolod FRQ Aderansel ARNOW am" Lots Robla Lorres SIWW K th". PE 00113rM? OGA 1/2017 08/15=7 IGMO=7 Approved (717)365-33W PE-02514 (71T)317-04U . 1111 - hilmsed.Corn gmdkA� Anofa"d t, u" aoomntioLm it" go" Plodudo.00kmi- f&VMAXMbVRL2& In NVHZ Quietist HVHZ AWN" ftessadai, SERIES 420 AUAMLNA SGO OXO 1241rMS No Yes No NA 145441MIM09011cluot: MON-REINFORCED Florida Dspwtrwft of Business & Proftsvilonal Regulation ftgalofl Building Codes and Standards u pprova PLM§228&4 QW& L�AW or 20 am RmLbaft 20 b= MINES Hanalmhast 29ma twinKAM� Vmldmbd Be Immod Alamom racgtownoyd Assorgend Alan Revision 2017 Themno-Tru CoMorallon Risk wright N� AowodkoWh Riam J. King. P.E. 1221110m? 09121=17 i2r1=17 Approved coalow. Exiedd, DOOM (410)2WI740 Menegeffamt Institute (013)767-OW Subcategory: Swinging EAKW Door Assernisbas dolowishabidgm N NaMead: CoNleation Mark or LWq (Kelft FLA182211-RAFroduche Amenoved for Use ABOFAyd for Lin JNW 22MM BMSOL2MEkMM 228ftELMokiwAgo lamn 2dwALt= Bohm E� 114wannoo1~16qual; and by 606 and 90 Opaque wal Gassed Fb"m Done with 12131AIM No yes No NfA Th—Tru&WM am WWWA 81dodbas. hasel andoulearlev PLAMANISM raft MIS* mimma Mmsdmom Revision 2017 As via and Doorti Category: Edw* Dom Subcategory: 88ft E*wW Door AsowrMa U IS , Florida Regletwed Ardftd or a Licensed Flos Robs" Eighwasi RJHI322-PA PladM &at IenahSdNodeL Shomber ar K� 2 ZM 420ALUUMMSOD Florida Department of Business; & Prollessional Regulation pseaitl Building Coda and Standards IlMIS Product Approval Applicadoin Detail sulks Nk go adLbodm 20 lialsoffief FOCA-,vl ARNOW M" seent sarcer Luis Roberts, Lomn Shanift It Lkkh. PE (16113=7 WIWI 0411115=7 10(101=117 Approved (717) 31641300 PE-42514 (7M 31741464 badlingswenniaidlLow gmdb.h� 6amnaKum humnuKmm UNd 22MM EMOUL20MUM rdakuLsobewaft as NVHZ Oubm, NVNZ BOHM pnessuen, SERIES 42D ALUMINUM SM Oil, XO,)D( 1213i/Ms No Yes No WA 968dia)"IlUetsol; MON4WWORCED Flordle Deparbylent of Bijainew A, Professional Regulation pawiai Florida Departirwit of Business A, Pi nal Regulation PgaI.FI Florida Depwbnwt of Business & Prof6esionel Regulation P.Pidi Florkle Departimistrit of Business A, Prolessional Regulation Pop I of I Building Codes and Standards 115=41 Building Codes and Standards iffimill Building Codes and Standards 1402018 Building Codes and Standards Inwis Product Approval Appillcatlon Detail Product Approval Application Detail Product Approval Application Detail Product Approval Applicadoni Does nma"%.m SM bow or Oft 2"k 2MLEMMM 20t I'Llplaffs-111111 2w 261 20 Dam pwwkw 21k F11.11111111:12,1114 fast Enter or 211111t 21k Dab Posilligs 2ok agaim 20111 E� or 2101 2ok 2NLbom 210 mm Vanilla WANAWM 211M AndEv-simm ywwdlLk mmmm Ataegim fICANsugg A .. —d mma BM Muslim mmuham gow Nddad josessuld F&C Asssrowai ARNOW am bm vangisso maudeem 211M OKALbm ydiodk ywwod AWaNd nG.Anuard Adomend a" mm MUNIM UNN&I&= 22� 90WMKAM� xddm" yd6m amb2od I= Anwavall A20mo awn Rrvision 20117 Clopay, WdIng Prodalobs Company, MarklAkawbeft Inliewlelk ToOV SWAM Nis, Gary Kohler 1112M17 OSM012017 12MM17 Approved! 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Exteft Dom (641) 494-2644 (3M OW4707 a"Magear Exasnor Door Components drowdedlossassisabloyoD Messiah Carbiloston Mark a Lisfing ngiismimzcodm Anoraved for Use Addressed for Un Issad 2malm &a EMOOLNodmiNNMLKMM Emdudamoldm 11111.11M gmwdLim REM" E� WT, 707, r27,747, 04 "7 Mqb and PSIM d 00010 Fkah. Glazed, and LWA*W 1111111to and wide at 11213110M Yes Yes Yes MIA hollow nwW dosmt. Florldis Deparlirrisinit of Business & Professional Regulation BuildirV Codes and Standards Product Approval Appilicadw Detail pap I or I Ir"IS FL*1524om S9111 suffiLK 2ft 20 20LEMMM no bust vansion, Nwasammix 220M AnoomLLU� xammm ighmod MCAOOMVII A,,m,,d Boa Revision 2017 0 VAndiami and DOM artant Saw AmorloisnArchilactsual Seven lit. I". 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NOW: Ev$kWIM R*W than a 00111 RSPBWW Ar~ or 0 Flodft Probeasionei Engineer aglii&NLEDNNN gwdkAommm A—ftnes,111MILIft ApprandforUm kwo RUIM WN� pnwmomwdodm In NVNZ oubw hismim p� I a &quotFbwCMmbgqnt. ftat9moodOW&W4. SUWS i1quatimpoll1wivot Qlazed i2J31=1 No Yes; Yes MIA nadquot a Sditiotclinewhift simissodsor-olId 6 --tes"Confivor— Florida Department of Business & Professional Regulation POW I of 2 Building Codes and Standards 12)12/2018 Product Approval Application Detail E,M,r Date Pencifino 20 L21 Venal- M—f,,t—r Contact Validated By Validated Submitted FECA—val A,—,,d it" Revision 2017 MI WIndovis and Door. Snarl Slhlng. Arned.. Archft.d—1 Steven M. 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Building Codes and Standards Iffim Product Approval Appikadon D*W Endar w go 2mi Rolmdkm 901111 fim= zommoKkLmm mwmlmtk YWWM &hMftd ANC Awroyal Awnrovied Dean Ruses MWMWDOOO SCOO - CER LUKI40salb SCOO - VAL 120=17 12�17 12FISM7 Approved (041) 48"100 (7$M31&2!Q0 druarldispirldindusidwoorn gmdkA� Asawwwad for LIM Agargared for Uses INRIM 21MM Mao am&= Vinyl Fixed Window 041w= Yom Y" Yes WA Florida Depa�t of Business A, Professional Regulation Building Codes and Stendards Product Approval AppIllcadon Dallas sAftm 20 20 Massages 20 so" gowooffJL6k� milliNda hill" ARUWAN fmgAmmmd ARNOW a" assindewhosr LL09 R Lohman, PE slaves, M. Urich. 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