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HomeMy WebLinkAbout39567 Dawson Chase Dr7 a INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 ROOF FRAMING PLAN 8 LINTEL DETAILS SN STRUCTURAL NOTES ABBREVIATIONS SN1 DETAILS AB or A.B. Anchor Bolt FIN FLR or FF or fin. flr. Finished Floor PWDR or Pwd. Powder Room S3 DETAILS ABV or Abv. Above FIX or FXD Fixed RA or R/A or R.A. Return Air S4 DETAILS AC or A/C Air -Conditioner FLR or Fir. Floor RAG or Rag. Return Air Grill ADJ or ADJ. Adjustable FLR SYS or Fir Sys Floor System RAD or Rad. Radius S5 DETAILS AFF or A,F.F, Above Finished Floor FOM or F.O.M. Face Of Masonry REC or Rec. Recessed SS RETROFIT DETAILS AHU or A.H.U. Air Handler Unit FP or F.P. Fireplace RECEPT Receptacle D1 SECTIONS &DETAILS ALT orALT. Alternate FR DR French Door REF or Ref. Refrigerator BC Base Cabinet FRT Front REINF Reinforcing WP WATERPROOFING DETAILS BF B'rfold Door FT or Ft. Foot/ Feet READ or Req'd. Required PA1.0 PRODUCT APPROVAL NUMBERS BK SH or Bk Sh BookShelf FTG or Ftg. Footing RM or Rm. Room BILK or BILK. Block BLW or BLW. Below GALV or Galy. Galvanized GC or G.C. General Contractor RND or Rnd. RO or R.O. Round Rough Opening PA1.1 PRODUCT APPROVAL NUMBERS PRODUCT APPROVAL NUMBERSS BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter IRS or R/S or R&S Rod and Shelf BOTorBot. Bottom GTorG.T. Girder Truss SO or SD. Smoke Detector PA1.3 PRODUCT APPROVAL NUMBERS BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SQ FT or SF or S.F. Square Foot (feet) __- BRG or BRG. Bearing HB Hose Bibb SGD Sliding Glass Door C Carpet HDR or Hdr. Header SH or Sh. Shelves CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SHT Sheet �- CJ or C/J Control Joint HORIZ Horizontal SL or S.L. Side Lights CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir J I—, CMU Concrete Masonry Unit ILO In Lieu Of SPECS or SPECS. Specifications COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community COMP or Comp. Compressor K/WALL or K/Wall Kneewall KS or K.S. Knee Space SW or S.W. or S.Y.P. Shear Wall Southern Yellow Pine ElmE] OEI ❑ ❑ CONN or CONN. Connection LAUN or Lauri. Laundry TB TB Towel Bar CT or C.T.Cont. Continuous CT or . Ceramic Tile LF o L.F.L Lavatory LF or L. Linear TEMP or Temp. or TOB Tempered Thicken ❑ ❑ ❑ p ❑ IFElFE11 D or D. Dryer LL Lintel Length a .Thik'n. TOB or T.O.B. o Top of Block DB Door Bell Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double M GT Management (room) TOP or T.O.P. Top of Plate F7 DCF Decorative Cementitious Finish MAS or Mas. Masonry TP Toilet Paper Holder DEC or Dec. Decorative MAX or Max Maximum TR Towel Ring MDFEEFL7:1 DED or Ded. Dedicated (outlet) MC Medicine Cabinet TRANS WDW or Trans. Transom Window ❑ E❑ o, DIA or Dia. Diameter MFR or Mfr. Manufacturer TYP or Typ. Typical -E! DISP or Disp. Disposal MW or MICRO or Micro. Microwave UC or u.c. Under Counter DIST or Dist. Distance MIN or Min Minimum UCL Under Cabinet Lighting DMF Decorative Masonry Finish MIR or Mir. Mirror UNO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MIL or M.L. Microlam V or v. Valve (shower or tub/shower) DTL Detail MONO or Mono Monolithic VB Vanity Base DV or D.V, Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical o DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR Vent through Roof EA or Ea. Each OPT or Opt. Optional W or w Washer EW or E.W. Each Way PC Pull Chain W/ or w/ With ELEC or Elec. Electrical PED or Ped. Pedestal WC or W/C or W.C. Water Closet (toilet) ELEV or Elev. Elevation PH Phone WA or W.A. Wedge Anchor °O EQ Equal PKT or Pkt. Pocket (Door) WD or Wd Wood EXT or Ext. Exterior PL or P.L. Parallam WOW HDR or WDW. HDR, Window Header Q EXP or Exp. Expansion PLF Pounds per linear foot WH or W.H. Water Heater d- FBC Florida Building Code PLT HT or Pit. Ht. Plate Height WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLNT SHLF or Pit. Sh. Plant Shelf WM or W.M. Wall Mounted (plumbing fixture) FXD GL Fixed Glass PSF Pounds per square foot WP Water Proofing) FG Fiberglass (Shower Pan) PT or P.T. Pressure Treated WS Water Softener FIN Finished PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) x N a REVISIONS 0 0 08-20-15 1.0 NEW BASE PLAN 12-8-15 2.0 ADDED VAULT. CLG. 12-28-17 3.0 2017 FBC UPDATES MEAN ROOF 15 FT. HIGH TYPICAL o 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL o o FOR 2 STORY HOMES a E FT THIS DRAWING AND DESIGN IS VALID co FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE `g CURRENT CODE IS VALID i EVp&ING CODE REFERENCES ARE SUMMARIES 1L0 ISI ISI��I AqL irl1E CODE SECTIONS. WORK gHP:I 4. COF aka CO®E, a_ ALL 4 SUIL ODE, SEE FBCR (CURRENT VERSION) FOR SE V CpDES COMPLETE CODE INFORMATION. OIL OF Notice to Builder & All Subcontractors THE s rn 0 It is the intent of Designer/Engineer listed in the titlebiock of these .CD o -9 documents that these documents be accurate, providing Licensed a `'1 Qv Professionals clear information. Every attempt has been made to a� 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 ��` ' �Ir � ,�� �'k''1. �.�= responsible for any errors, omissions,or misinterpretations plan o undetected and not reported to the Designer /Engineer prior to , construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding 1941 the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. w Payments will be made in accordance to the terms of the agreement. F ULa zC> 0 o z(.0 N z Q J f � z c) U' a) u, w °V - O'LJ U 1- m w E I.—M p a) Eco a M _ U O o 0 U"-00 C o o 0 rn Q o BD® NC� to gMsN N N � ZLU Ma�oZ _ W r N pQ C � z 1Z0` Ci �Q) < a�• Cry � `� �N e �0..0 W v S C) 0 c"! a co CD E 0 S LZ w M O (D A H.B.S3 EGRESS EGRESS I 20' O '�T -- -- O -- 36 N PAING RY 16"�1�EP a �W W to� Zo 8 10' 4" 10'-42' 00 a v 2,4, I I FIBERGLASS/ r'oo i SURROUND CV I I 11'-0" ih `t \ I 3ACPAD \ \ \ \ 00 A S3 TYP @ 1 STORY ib o' RANGE _ I I cn I B - 5' 1" 2"As EN 2'- - o 6 O \ I o CAFE to 8'-0" CLG. PATIO CARPET o -' T o - TILESI K w/ DISP N � D.W. o o Q I I O \ � C=------_-_-� -- -_�--- -- I I .. BEDROOM 8-0 CLG. CARPET BEDROOM 3 8'-0" CLG. 2 CARPET o M I [MIo6 I o _„ T ILE =o W o CO ro N L6�o ? I O qs ti 1= (�I BEDROOM 4 8'-0" CLG. CARPET I 0 "'w J- OPT. I REF. j 4'-0" - 11'-73"I a - I 6' 10" 4'-7" ' 5068 B.F. 8'-8" 5'-4" 14'-6" I 5'-4 4068 B.F. 7'-6" N N --------------- N 2668 M -_-----_-_ 2668 M 2 11-10 to - - - - - R&S ---- HDR AT 74' 23'-03' T-10" T-8" 10'-10& 6„ I 711, 4„ I to A O ENTRY to - Ln FOYER A C A S3 @ 1 STORY FAMILY R M 9'-4" CLG. I CARPET I 4'-0" R.A.G. r` AHU r 3068 1 8'-0" CLG. o C1 9'-4' -T CL 2:12 VAULTED CLG. I 5' 4" I � T (4) 2X4 #2 SYP K STUDS W/USP S3 HTT4 @ BASE t----� INN U W lx Q 1 11 1 1 CC D S3 S3 NOTE: FtNISHED I WALLS TO BE FLUSH. VERIFY IN IC FIELD. I -' I I I I I I I I I I 8'- „ C G ' I��i T � IL E r` OPT. D FforT41TYP I SS 60"x36" SHOWER R&S - HANSON BOX @ 36" DRYER VENT THRU ROOF 2668 7'-8" 00 N------ I 17'-O$" (4) 2X4 #2 SYP STUDS BERG L SURROUND W/ USP HT4 @BASE Q 268 i ( K "L8 S3 - EDGE OF SLAB 2" BEYOND WALL 3 20'-O8 I O I I o I = I O � I W I I >0 I r I � I I I I I I I ( I I , 8 I I I I I I I I I o d• cd I I I I I j mcn W 5'-3 " 82' _ 3' 10" '_1 " I 3'-0' ; OU) MW - I N T _ OWNERS SUITE 8'-0" CLG. rB o0 CARPET r W;I.C. T 8 -0 CLG. CARPET I �, 1 I 2 CAR GARAGE 8'-0" CLG. 2'-6" BUILDER TO PROVIDE I I I I I I I I I I TIE I 0 _- ---- R&S I I O APPLIANCE _ PROTECTION N WHEN REQUIREDwmm PER FBC n I I T - - - - - - - - - - - I I I I I I -- LINERI 5-SH 6" DPr, 0 : ' I I I I I I 111141111 7=1il 111*11 T1 I I I III I I I 1 1011111111111777771111,1111 II ll[lll*lllllllll7f77TTT7CIIIII1tililiAllilliiiiiiiiiii-LI -1 HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) - 1 3/4" X 7 1 /4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED *" SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 184X254 S.H. 13 20X38j 184X37i S.H. 14 20 X 50 j 18 J X 50 S.H. 15 20X63 184X624 S.H. 16 20X72 184X714 S.H. 1H2 271/4X26 26X25 S.H. 1H3 271/4X38j 26x371 S.H. 11-14 27jX50j 26x50 S.H. 11-15 27JX63 26X621/2 S.H. 1H6 27jX72 26X711/2 S.H. 22 37 J X 26 36 4 X 25 1/2 S.H. 23 37 j4 X 38 j 36 4 X 37 3/4 S.H. 24 37 J X 50 j 36 J X 50 S.H. 25 37jX63 36�X621/2 S.H. 26 371X72 36jX711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 4 X 25 4 S.H. 33 54 X 38 j 52 4 X 37 j S.H. 34 54 X 50 j 52 4 X 50 S.H. 35 54 X 63 52 4 X 62 J S.H. 36 54 X 72 52 4 X 71 4 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 OE +26.6 / -28.0 OF +26.6 / -32.2 SEE SIN SHEET O SEE SN SHEET 140 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 1936 LIVING TOTAL 1936 GARAGE 416 FRONT ENTRY 20 TOTAL AREA 2372 INSULATION REQ. LOCATION I R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED PLAN Al EXT FRAME 2 x R-1KRAFT FACED FLOOR FIRST CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) I GARAGE SEPARATION JR-11/R-13 KRAFT FACED SCALE: )/4 "=1 '-0" (GARAGE / LIVING) � r C) - z(0 Q 13 V, (9 w � a •O LU (j) m O o m N W ~ ocu �M M M _ . O o 0 a) t oo o <Lrn �no �Qv rn Q o A I B D. N c S D c N �O .w O v. O p N U) Z LU P. w- QIX .4(2 W W 410405 a f0 O •M F . .�• 1 _ ," a (D 411�FDS44\COMn14<` -J r �. `. dFri Al lL.f To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www. LennarTampa.com oz 0 �o fF Wazir boo F 2 ? z Z z W Q Wok O E o _j C- 10 z i I� z QQ Z / O z s 0 O ) 'T J W �Q V T� W 1 000 00 ¢v� 52ma r J $o Z Z ri u.O� LL a �7� W J Ln T- q tL 2: t.t.l C Q Q W W 8 a Z O J) IQ- 2 V LL98 t'V Q Z I <az �Zo co QZ L-u a 00 J = SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAM ES VERSION NO. 4n0 SHEET NO. 1.0 i___i_FTfr 21-831, 4 MIRROR MIRROR 01 0 0-- - ---- C'4 00 60 C14 8 C14 In 0 0 C14 41 Z Z 4-P 00 0 D61�1�j 1 L:j % OWNER'S BATH OWNER'S BATH BATH 2 C'4 C) C> C14 "4? cD CD CY, C?O co LL\ HOOD L E Cn CD E CV 0 9 9 N 60 _ID L E DW OPT. :37 RANGE REF a_ % KITCHEN ISLAND KITCHEN KITCHEN INTERIOR ELEVATIONS Uj 11 D M SCALE: 1/2"=1'-0" CD C> CID Ln CD 4--) LU 0 Ln 0 W C'C�) LU C14 E Cl) Ce) sk .cli y 0"1 a ' U LL CC) < a. CL 0 0 C) 7r, < 6 N C-B D-C A I RD. C- FCC?, M :2 U A c1p, =C1. Z11. 411 ILU U tj �'G- 0 - rn t Ob*jqo i, Lca W M d h w'Z ZZ Ww $N A(ENG.MN L Z C' F C-;� To the beat 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 sea] is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal, LENNARI .w.ww. LennarTampaxom 0 z U) LU z z < < z a,: U 0 0 C 0� LU U �E < D z z 0 W Z L-L' < LU V) LU z z Q) 0 c) UZ z z 0 C z LU < _j UJ 0 9z U cri Wg '0 OZ 0 2<: OU -0 r'j z rs u, ln� g R z 0 8" Z T-1 U) 0 �j z 8 T-4 LL, Ln F� 8 , '< z LU (x z 0 Z 0 0 06 :5 Uj 1-71 T-1 - ------- - -- SCALE AS NOTED DATE 10/2/2018 TECH: MJAMES VERSION NO' 4.0 SHEET NO. 2.0 4600 W. Cypress St, Suite 200 � Tampa, FL 33607 O UWFLLN rn t Ob*jqo i, Lca W M d h w'Z ZZ Ww $N A(ENG.MN L Z C' F C-;� To the beat 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 sea] is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal, LENNARI .w.ww. LennarTampaxom 0 z U) LU z z < < z a,: U 0 0 C 0� LU U �E < D z z 0 W Z L-L' < LU V) LU z z Q) 0 c) UZ z z 0 C z LU < _j UJ 0 9z U cri Wg '0 OZ 0 2<: OU -0 r'j z rs u, ln� g R z 0 8" Z T-1 U) 0 �j z 8 T-4 LL, Ln F� 8 , '< z LU (x z 0 Z 0 0 06 :5 Uj 1-71 T-1 - ------- - -- SCALE AS NOTED DATE 10/2/2018 TECH: MJAMES VERSION NO' 4.0 SHEET NO. 2.0 4600 W. Cypress St, Suite 200 � Tampa, FL 33607 O UWFLLN a ayi " E o ao CL 02 0 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS N. 12 5� 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS - -- - - - I DODa0E0 MINIM E __1N 70=7 10 11 NET1 FN_ TE7 15'-0" RIDGE VENT 12 5� N 12 �5 ----HEEL 12 5� l� F4 - T.O.M. ,- - HDR HGT. TEXTURED CEMENTICIOUS FINISH ON C.M.U. r (TYP.) 0o - - - F. FL. ----------------------------- - 14'-0" RIDGE VENT 12 �5 FRONT ELEVATION - Al RIGHT ELEVATION - Al - SCALE:_ General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703,7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. "CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SO. FT. UI' y M O ® O N 13 U) ;L1 a V) CD Ww �V — OL o i� Cl) m N 8 N cs M -T-ai aa) 04 Ooo LL aoco 0 Y N ao <C (a o� d M ¢ o B �® N rvC�V N � cnC z N �� chNmnZ Z W 2 z w J -T C U) W ¢ K a, ts It v", DSE M _I y�q) R i Ly N Q ':4a�11ti lIttitt��tt To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 4600 W. Cypress St, Suite 200 ) Tampa, FL 33607 www.LennarTampa.com 00 ce z Q ¢� �F z w<QcX UQ80 O Z U Z R T 0 w z oh �> o CJW�N W I— w L Q_ —� W f z O ' " > IZ. Z a Q W U a — w V Z T� V • Q OOo ° z OLU 2:(-+U � p: 0 W CL :.N; � LL O-n::I C ILLZ Z Q w`�a<� a¢w� Z �8-2 Z Lu L 7 LU ?' it L, LL :S J T—t w u M Q Z S¢o Z tu Cy z m 0 4z �1 Tw r JZ a .-t a V) s SCALE : AS NOTED DATE : 10/2/2018 c C a at it TnM 12 5� iv o_ 14'-0" RIDGE VENT 12 �5 EXTENDED OVERHANG TO BE CENTERED - ON DOOR 3 TAB SHINGLES. ROOF - INSTALLED AS PER MANUF. SPECIFICATIONS ------------------ TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP. ) REAR ELEVATION - Al o11 1112 O _ _ :3- 15'-0" RIDGE VENT c`ro FF -- — — — —' — — 3 TAB SHINGLES. ROOF oo INSTALLED AS PER i=� - �— MANUF. SPECIFICATIONS o- - HDR HGT. N— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — E TEXTURED — TEXTURED ~ 10CEMENTICIOUS CEMENTICIOUS 2'-0" FINISH ON C.M.U. FINISH ON C.M.U. - E =o (TYP.) (TYP.) r oo cp a r c c J Cn o _ - - - F.FL. -------------------------------------------------------------------------------------------------------------------------------- 0 - - - - a CD LEFT ELEVATION - Al General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ, IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA/ SQ. FT. Y' v, eM O 2 N V) cD C_JD' •V — O LU t) => 0 r m N c ca ce) — $E = g? rC-oM O o 0 =Z 00 C)�i G 00 o d rn o 0 o M Q d B D. N N N 10 Z W 0 � z ao Z = .a co a`nU) LL�wi w LU_ N a w LU a("9�s Z O m a3 0 OCA as �o • "Y '�.. 2RS. �10C44 o o Z': tr +iaiilit� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com soz �5 Lo a� g F wa00 UZ0Ov O o a Lu o?Z W07 U z � W }U LI IO C Y v / M O U = <Lu < �ooQQ O J W ¢ U U 2:o w O .2 � i'V� ro— wdQ¢ oC Q � ¢¢ 0 o Z Z r-iLij oo uJ a 2 � LU ¢ww rl LU u, F Y ¢ t'V M Q Q Z iraz z a 06 � 11J _ J to "z r;, ,--�t a U')ALE : AS NOTED DATE : 10/2/2018 TECH: MJAMES VERSION NO. 4n0 SHEET NO. 3.2 M 2" 1" 2" *NOTE: VARIES 1'-10° 12' CAP CAP ct Cv FOAM TO BE USED 1" RADIUS C' ONLY WHEN REQUIRED BY ^ 1/2" RADIUS 31/2" RADIUS Q0 Cl) 00 = (D COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES 2" � cv 3/4" RADIUS 4 1'-53" 4 Mta v 1" 1" BUILT W/ STUCCO. 1/2" RADIUS 1 1" EDGE OF VAR►ES _ = ""� -,N 1'-0" 1" OPENING VARIES 1'-4" 0 22 " VARIES M 7 12 VARIES cV6 6 �N 1n 1,_On in 1 1/2" RADIUS 4 34 ll a 4" 41" 2" '�` '� I I "�� 2 1/2" RADIUS — LO ;- MiV t5V —4 pp co VARIES 12' ^M 32' 11" 32 1" i„ 1" BASE - _ 3" 2" 2 BASE M.v 1 „ 1 „ s" :344 y 4'�. rN 12 *NOTE: VARIES 8 2 3„ FOAM TO BE USED ONLY WHEN �* io r REQUIRED BY COMMUNITY SPECS. IF NOT, i" OPENING VARIES 2 rn 1 6 1" i'-4" 1 �v DETAIL TO BE 2„ 2„ - co BUILT W/ STUCCO. 24, EDGE OF OPENING • ro 1-1/2" THICK 1-1/2" THICK 0 , �-4 -,r 10 N 21" a - v 10" iv -I N HIV M CD b 4� �„ 2 _ CV 2" 4" 3" 6" 2„ 2„ iv cn cn °tN 3 'p 1-1/2" THICK 2 v "�C 24' SIN 0 'I 2'-4" 52 f` 00 IN 51" 1'-4" 3" 4 _ N cV 4„ 1" 12, O +Ififi"'fff VARIES VARIES Of co T 2 /Z N w 22' F Q M It VARIES VARIES 6 it v 4„ 8" 3 2 4i Q` x o o J N ; Cv oo - _ �a p,1' on ^ 6" 4" �'� CV N KEYSTONE F11 OPTIONAL b YSTONE F11 °O NAL nKE N Rs 2 44„ R r 4�� :� 4 3„ 3„ 2" `"' i 4" GARAGE DR. OPENING 4" 3 a WINDOWOPENING 4" 4" I z NOTE: or • INSTALL OVER STONE, TYP. VARIES • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH ' • FOAM/ EPS MATERIAL IS 019 ACCEPTED o � NOTE: • FIN. TO HAVE TRADITIONAL LOOK & ia� i�-5a" 1a� 1z�� _ 1'-4" 00 2" SMOOTH FINISH •FOAM? EPS MATERIAL IS ACCEPTED 54 4 1 i , i 1„ 5-4 2 a i E4" T-8„ 3,_0„ 4„ 7„ iv N o i „ 101, V-4" 101, S 00 CO <o O c J N CO Z i„ o N -. T , C I CV U N Q oo O d M CM r • 1' Rro,, :- i 2 N 1„ GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM w COAT) M • ACRYLIC SAND FINISH M O G cfl �1 Q U) CZ C Q) cis �--+ tit �V M O � N F-- t/i a- o o o m N _ U C co CMM f6 a M Tai C..i `7i Ooo = c` goo=<i oaoo o M Q- o ,n o :S rn 4 d I B D®'r NC"DC /Y6a� V N N tw O? (E �O w LU O V N ("� 00 O Z W M N 0 0 a Im rg W W o a rn io Z Q =�5¢ o =° om �No U42 a :4 N W N¢ M C cz ID WWW.FDSENG.COM co 0 N 0 O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential Sth Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENIMAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com OZ oo�0 Z uJ ���Zt{ CR Z 1 U W LL N i Q 8z Z Z A >o rr F— F O -a O Q W oEo 0 U �o J x � W oho Zo MW < d. H H Cz $ IES z z W *"� In a L; =0z8 J W W V) f-.0 N re)Z Q z g¢o � �z� m O 06 Q J Z o a x ,-11 a cn o SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAM ES VERSION NO. 4s0 SHEET NO. F1 02 a 2 E 0 ti: 00 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 200A INDOOR PANEL CENTER 10 #14 Copper to lights & outlets 1 20000 AMP A 10 #12 copper to 20 amp ckts 10 #10-2 copper to WH 10 #10-3 copper to Dryer METER MAIN O2/0 or 4/0 SER Alu 200 amp 150 amp POWER CO. FEED----_ INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94 Bare Cu Ground WITH CODE APPROVED CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET `'G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET fLeph � SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH & THREE-WAY SWITCH 24 FOUR-WAY SWITCH jR RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ® D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PI H PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) © TELEVISION (OPTIONAL) T© 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER ELECTRIC PANEL _ I DISCONNECT SWITCH ® SPEAKER (OPTIONAL) G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G r J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT WP DISC. GFI H.B. DEDICATED RECEPTACLE FOR MICROWAVE RANGE unnn DCD cocrc RECEPT. FOR ALARM SYSTEM vCI'(Ir T IVIC I CR LOCATION WITH BUILDER ENTRY MAIN FLOOR ELECTRICAL PLAN SCALE: %4"=1'-0" Z m _ o ZCD Z Q d U)Ga w ro �V — O LU M I— � a— U oh m LV W I_ co CD M 0MU WIN [2 -O O,o0 UwL �0 Y L ao0a Y I� oC=) rn Q o B D® 4c N �O ra W iiN z z '� Z H a I% s�o o ,j u- LUQ y�M ' w W y rnLL o a a 0 Boa o .m C N O 42 CAh - ¢ Wa N¢M Q O v U o WWW.FDSENG.COM 0 N CV 0 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 Flodda Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com OZ 3� �o Z9 J ZB�� Z �-- �Eowz J �0�co co V W W N L < L.L LU Z O aZ z W Z \ / J W Z O O 9 U 1'� 0 0 4 .95 Uw 14< O� N r� Q Z<Z< W 0o*o Z Z •—1 oo� o r 0 W J Ln r-I LJ.j 2: Q Z <�Wo g~o N Q Z <<O Ln 0 R o W O UJI = . Z aE T__4 a to o SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAMES VERSION NO. 4mO SHEET NO. 4.0 I 1 11 1 r --f- 11 s: A a rn CD _ N O O J aaAAR■. �1 Q 00 E O ATTIC VENTILATION CALCULATIONS - Al ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev ) required needed required soffit by upper needed ventilators Main 29.00000 1.000000 Floor 2373 2278 325 1139 81 570 0 573.0 435.0 138.0 (Zone 1) **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN SCALE: %4"=l'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION "G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. **CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SO. 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. U co O Z CD Z a V) Ut Q� cap 4—J w �U — Ow Ln E C6 U o 0 m N w O U ai a) Cl) M C fC M N O co = OOo " V 0000 in o o- o rn Q d AI NCBDC N �O .w O � N Z W -Z z U) J W w W f� OIon, D fin fOA Z� LLF�1�4i����i/ri'►� •� WWW..FDSENG.Cv{v� C? '�Coes► o. N f o To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com oZ JJ za ¢� Er ¢ce[r w oQUO Z w ¢ Q O w Z OR tYJ' J aa w LL2. U N O L L ^ CL ZO U z 4 F a ¢ �w UJg o = 000 I— T8411 LL O < O UOa�' Q 1=gMOJ zWQ a aaz� z z o CYR �i W ul diY � U N Q < z z z CZS ao m O co g LU -r J z ,--I a to o SCALE : AS NOTED DATE ; 10/2/2018 TECH: MJAMES VERSION NO- 4nO SHEET NO. 5.0 c c d 00 C. CN CV 0 w 1'-9$" L 3'-2$' 6 5-0" 1. 5'-0" 11 5'-1 S-O" 01 A H.B.YP @ 1 STORY . S3 U.N.O. _1n" 2'-10�a" 5'-11 5'-0' 4" 0 ; \\• } o I , b I -31/2" SINK / DISP } I �-1 7 L r I \ \ D.W. j A CV S3 � \ \ L _ - - J _ _ _ _ _ CHASE TO ISLAND Gill I I TYP @ 1 I- —I— - ■ I I - - - --CJ-1I�I STORY U.N.O. STEPS AS REQUIRED 1 RECESS \ CJ L------------J CJ OPT. :: -I-CJ CJ : PROVIDE 1 /2' ESS , • FOR SGD. REFER TO \ \ KITCHEN ISLAND REF. , • ; ; ; ; ; • ; ; , ; : 10'-104" I PER FIELD MASON'S SLOPE FOR \ LOW WALLS I o CONQT,JONS WIDTH \I\ ;n I \ \ 16-10" 12'-10" et \ \ INDICATES FILLED CELL w/ 3000 PSI \ \ ' ' 1- . ' I CONC. GROUT FROM FT. TO BEAM \ \ HVAC CHASE " ' .......::::: ::::: ... . W/ (1) #5 REBAR VERT ABOVE SLAB \ \ BASED ON 0'-0" TOP OF CONC./ PAVER T BE 4" ........ : ■ � � IN ■ 4'-0" 4'-4" 4'-6" TYP @ALL PLACES SHOW5" N \ \ LOCATION BELOW FIN. FLR. HOOKED FTG. DOWELS EMBED \ \ W/ 25" EXT. ABOVE SLAB "GRADE 40 \ `\ PROVIDE Y2' x 9" —� RECESS FOR FRT. POOR - SLOPE I 19 \ \ STEEL" I \ \ 2'-6"x2'-6"X1'-O" FTG11' \\ ( 4" L 1 o _ 25' 10128" \ \ 9'-512s W/ (3) #5 E.W. 4'_4" 80 IN A CJ CJ \ T�\ - 00 TYP @ 1 STORY S3 \ I S3 CC I U.N.O. S3 (2) #5 REBAR 2'-6" x 2'-6" x 1'-O" AHU I I VERTICALS w/ in r FILLED CELL 7'-1" W/ (3) #5'S E.W. 2'-6"x2'-6"X1'-0"*AG I o W/ (3) #5 E.W. iSLOPEco I I-3 1/2" � .................... -- _._.- -.- _.__._ 5'-3" 1'-10" 3'-6" INI CJ CJ CJ `t r 3-1/2" MIN 3000 PSI CONC. a" 6-5" 3'-2" I SLAB FOR HERNANDO : COUNTY ONLY I I K J 0o 3-1/2" MIN 2500 PSI CONC =tN �i� ' S3 �* SLAB OVER 6 MIL VISQUEEN I '� S3 I I �`r'� VAPOR BARRIER ' 35'4' 20'-6" ■ : I :: I : ; BUILDER TO PROVIDE i (2) #5 REBAR 0'-0" I I APPLIANCE VERTICALS w/ in 4'-0" 12'-1" ' O PROTECTION FILLED CELL WH• WHEN REQUIRED �- PER FBC LM50 — — — — — — — — — +- — — — - — — — — — — — — — ---�' — — — i-— — — — — — — -� - ■.............................. . �...... . .................... _........ _............. ......... . - ■ ■ ■ A S3 TYP @ 1 STORY U.N.O. 5' H.B. 7'- 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 114 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN w z wCO CL CL CONTROL JOINT DETAIL SCALE: 3/4" = 1'-0" #5 CONTINUOUS REINF. SEE FND. FOR ' •• ' QUANTITY #5 X 25" X 25" CORNER '�',�;"�',�;•'�;; '; ;' BAR ONE FOR EA. • �'^ • •• �' ' HORIZ. REBAR, TYP. ... .. . , .. U.N.O. •, •; •, ; ',_ "'`Alternate: ; r ,; , The reinf. bars shall be • cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" M O — O z� U, zE3 V� C9 w •V w O o �V) C6 ~ U oco m w f—E N M cn co M U _ (D ca ,-0 O NO bJ t V 00 <0 ¢ Nao nW rn Q o B D• N C H D C N �O N U Z W ���z � W a W V>.=LLo �a z s cZ5 o 0 e ori¢ w �� a o •. • U LW_ SEN is go To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oZ 0 ,o a� z w¢�� go Z Lu �OwZ a CO o O z L L- f Z O } U i Z (43 N � OZ O �_ -W � U 0 Z O 0 oo O0r+ �Yr I-..0 •4 ° �o� LL, 57 m a O a �aQ� N zaIZa WZ Q Lu ~l_u W IS z z � r-i o III a 2 z LU J L() �-••) W 6i c Q 0 Z 0 Y Q 00 OFF tV ry) Q z z Paz LA 0 m z tj an 0 J �, � oo g -r a cn s SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAM ES VERSION NO' 4n0 SHEET NO. 6.0 A q (2) A (2) A (2)/07 S3 3 v v 0 S 0 NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS M 00 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. Q BEARING U.N.O. <t- rn J:.] I I 0 ..... ..... ..... ..... ..... ...... J M 00 A \-(D(2) A (2) i rn w N c ayi E 2 `c C C v c -3 U y U N -o 0 N 0 ROOF FRAMING PLAN W SCALE: %4'=1 r—On ^J Q Q ¢ ¢ ..� �1 rn oDo D o :-D+ A. y D D CJ3A I CJ56 D w D D co :::: D D cn D w m Q m Q D D D n .. D W ' m U U t� C 7 m " I EJ76 EJ76 J7A EJ7A , r Q2) r rrr rr EJ7 EJ7 ' EJ7 EJ7 I EJ7 q S3 EJ7 I CJ5 ' CJ3 ' ti CJ 1 I EPA EJ7A . : •• EJ7A EJ7A EPA EJ7 EJ7 EJ7 ER CJ5 L 1 UPLIFT CONNECTION CROSS-REFERENCE isiena 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 1 112" HTA16 1615 1585 10 - 10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 g - 8d RT3 610 525 8 - 8d X 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1400 1400 10 - 10d X 1 1/2" F HHETA20 2235 10 - 10d x 1 1/2" G H10A 1340 1015 18 -10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2"& 8-10d H HTT4 3610 3105 5l8"ANCH.11810dx1-tJ2 HTT4 2715 518"ANCH. 12010dx1-112 J HTT5 4350 3740 5J8" ANCH. J 26 10dx1-112" HTT5 3225 518" ANCH, 1(28)10dx1-112 K HD B * 130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5!8" DIA. BOLTS L H B * 50 3785 5J8" ANCH. 314"STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7B * 6645 650 7/8" ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N 1165/1070 ** 1005/915 ** 8 - 10d x 3" JUS26 1115J1060** — 8 - 10d P 1550l3335 ** 1335/2820 ** 20 - 16d x 3 112" HUS26 1925J3295 — (20)16d x 3-1/2" Q HUS28 2000/4220 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 1000 860 14 - 10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 1000 860 14 - 10d x 1 1J2" MTW20 1195 1005 14-1 Od x 1-1/2" U MGTlMUGT 3140 3140 22 - 10d X 1 5/8" ATR WJ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1$50 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-10d X 1 1/2" SP1 585 535 10-10d SPT22 6$5 8 - 10d SP2 1065 605 12-10d SPT24 1030 12-10d H P2 645 55 12-10d X 1 1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REO'D ON ROOF PITCHES 3/12 &LOWER. LOADS -- ROOF = L 1360 FLOOR = L / 480 W/ 318" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD &TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (A) co g Z Cn c v x CV C*4 0 CV r- c� I 00 r J A E 0 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load �� . O Safe vertical load Safe horizontal load GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS; CASTE-CRETE, QUALITY, LOTTS 8F441B/1T8F401B/1T 8RF40OB/1T 8F321B/1T FORM do GROUT SOLID 'IT i . CV O #5 BAR CONT. 8F12-1 B/1T 0 "V" LINTEL DETAIL SCALE = N.T.S. TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY = w 8F 16— B/1 T ¢ o ON tNOMINAL, QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL- ° HEIGHT #5 REBAR MIN. AT (1) REQ'D ILEAR ALTERNATE POWERS STEEL LINTEL a n O a `a 4 .M.U. #5 REBAR AT TOP ° Q " D n ° n a MIN. (1) REQ'D 1-1/2" CLEAR G GROUT 0C.M.U. L 5REBARAT =—mwBOTTOM a OF z w w w 0 CO LINTEL CAVITY co Lu O n \� —BOTTOM REINFORCING PROVIDED IN LINTEL O c U ¢ ¢ C7 m z p 66 z p ¢ Q 3 m Oa v " D D �, #5 REBAR AT BOTTC AS INDICATED 7-5/8"ACTUAL NOMINAL WIDTH (VARIES) c~n Lo � o o 4 MATERIALS cif precasiTntels = 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. 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 4'-6" LL 4'-6" LL O O 5-10" LL O LINTEL PLANT SCALE: %4 Q) V z M 0 — o z�z 13 Q U) Wn (D a) cn 4}--d w �o <V — Ow to � � o C6 U o 0 m W ;_ �� C M M N 8 co _ O O o s L` 00 U ce < m LO rn Q o B D. N N V, w o0 0 rn 0 0 Z LUZ W ° w _ Gi F LI: a W OCo _ • \� w J 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. LE N AR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com O Z CO G L� Z ¢ ¢£ EF w¢rxa�� �zo0 zww� �ozw 22 D O� A 8w{wF—N '�` W 0 z L � rL z >O f LL � Z a JT Q Z w U Z V• _I w 9 g- o00 av6 �. J LU O O a U Z 1Z N ._J < a<L Q o�CeCe z woo LU J Ln r-i 111 2: Lij Q z w o 0 n1¢-u g~o fV rn z �V� Z qO m O z LLJ 2 - 171 a� rn ,--I a cn s SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAMES VERSION NO. 4nO SHEET NO. 8.0 C'4 C14 NP ]�E (D C14 0. C14 t1_1_) 00 E 0 SN NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 241, A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C,ACQ-D, CBA-A, ORCA-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 11 AS INDICATED IN TABLE R308,3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF AWALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 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 CONSTRUCTION: ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-114. 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 INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2.1,11. 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. 1 ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2.1.8. TILE ROOF TOPCHORD: 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOPCHORD: 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. GARAGELOADS: 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. ROOFTRUSS 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 PLIF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLIF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1 �, 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ed. (2017), AND CONDUCTED BASED ON A140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO L/480TIMES THE SPAN FOR LIVE LOADS AND L/240 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 DIL + 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 I 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 CENTERILINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 X. GROUT FILLED MASONRY: Y4 4. t 7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi WORST CASE DESIGN PRESSURE TABLE 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 BUILDING DATA 4.2.3. CRITERIA. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WIND SPEED (ULTIMATE) 140 MPH WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR WIND SPEED (ALLOWABLE) 108 MPH ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED WIND EXPOSURE - "C" (FBC-R R301) 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS): BUILDING CATEGORY = 11 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W1 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ DESIGN WIND PRESSURE: CONTRACTORS DISCRETION. (COMPONENT AND CLADDING) WORSTCASE (10 SF - END ZONE) 4.3. CONCRETE MASONRY: # END ZONE IS ONLY WITHIN 5-0" OF ALL EXTERIOR BUILDING CORNERS 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 11 WINDOWS AND DOORS NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. STEM WALLS. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE Pm = 1,500 PSI CONSTRUCTION MINIMUM. GARAGE DOORS (V = 140 MPH) 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE TYPE: 513 SINGLE 90 +26.3 PSF / -29.8 PSF CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. DOUBLE 160 +25.2 PSF / -28.1 PSF 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 NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. 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 NOTE: 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. IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEARWALLS SHALL BEAPA RATED SHEATHING EXP 1 U.N.O. CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONDITIONS, OTHER DESIGN PROFESS IONALS'SHOP DRAWINGS, CONTRACTORS' 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 BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. "DESIGN THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE CONSTRUCTION, ANSI/TP1 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- 718" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 718"OVER METAL LATH. FIRST 2 LAYERS 3/8"THICK EACH. 3RID LAYER 1/8" THICK NOTE: 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: FASTENING SHOULD BE TYPE "W" %4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1Y811 SHAPES, ANGLES, CHANNELS: ASTM A36136M 05 Fy = 36 Ksi DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 NAIL DISTANCEFROM EDGE SHALL BE 3/8". THIS SHALL APPLY TO BOTH CEILING AND WALL GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0,148", 16d = 0.162". CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED 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 ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. 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. NOTE: 4.5.7. CONCRETE EMBEDDED'XBOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM 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 AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. 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.& 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 1557-02EO1 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1 . FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall,be provided. The sign shall be posted near the water heater or electric panel' 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall n6t be installed within V-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 cementifious 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 tra S, etc., shall be made with permanent metal or plastic forms. Permanent forms must Ee 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 oyerpy and mortar along the foundation perimeter must be removed be ore exterior soi 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 chemipal 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 buildin%department b a licensed pest control company before a certificate of occupancy will e issued. T�e 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. C. CD C4 4--) LU 0 LU Lh V) E I C, 0 p CO r­ C14 LU E 8 aim ___ 0 tm- m a M M -0 M aj _M o C*4 C�, _r_ LL CC) C) t5 cO 0 12 & a)< 0 A] I B D. C B D C '�v 'r I - a, �E; G C, Z 1" 2 Z U) 1�_ C? LU LU U_ cu. 118 I s f� Z Us\­ WW. C-4 SED 0 0 F 2 SS�o vo�l k To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and sea[ is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seaL_ _ _ LENIMAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www,LennarTampa.com 0 Z 0 Z.. < LLJ U 0 0 U� Lu U Z Z Z 0 @ LU LU Z Z 0 L) 0 Z C.e Z C: (3) -0 T-11 < C1 0 -0 Z < LLJ U 0 LU 0 T-of ZD 1= < Lu F- OWR w- 2 <� i� r-j Cf) 0 Q< 0;� Z Z LU < Icy- < Lu LIU, 2: Z Z 28MO LU L0 --I Uj Lij < < Ln ro < C� Z < < 0 '0" Z tu � Z 0 00 :5 Uj 3: rn T-q 10- 1 U0 I SCALE AS NOTED DATE 10/2/2018 TECH: IVIJAIVIES VERSION NO 4n0 SHEET NO. SN C'4 C) CD c14 -4-1 CORNER OF �2 - HOME 'E GARAGE SIDE C� C) c14 t-;z � oo (D E M 101-01, TANK -LESS W/H H C G 00 0 u) 51-01' < 0 0 STUB -OUT FOR 0 -1 L L0 GAS METER 0 -1 0 C:) I 0 04 MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. SA" (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" O.C. 13'-0" (3) 16d TOENAILS 2- X 12" @ 24" O.C. 15'41' (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 + + + + 4 + + + + + + + + + + 9 + + + + + + + + + + + + + + . . . . . . . . . . . �0 . . . . . . . . . . . . . . . + + . . . . . . . . . . . . . . . . . . . . . . . . + + + + + + + + + 1-01, (TYP.) _0 6-4' 6-1)" +/ + + + 4 + + + + + + + + + + + + + + + 4 LU + + + + + 15/32" CDX + + . . + + + . . PLYWOOD OR C3 + + . . . . . . . + 7/16" OSB + + + + + + + + + + + + + + + + + + + + 9 . . . . . . . .. + 4 . . . . + + . . . . . . . . . . . . . . . 1++[�__�4_4_4-z+ \"++K++++++++++ 4-4-4- +1 \-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. & 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. EDGES & 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 0280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH J* FOR 8d RING SHANK NAILS 0.113x2x3/8" RING SHANK COIL GUN NAILS MAYBE USED NOTE: 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1 �8/13 wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.811.7 wood panels 2 x + 5/8" or 3/4" wood panel 1- 1 /8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x + 5/8" or 3/4" wood panel 1- 1 /8" or two 1/2" 602.0 wood panels 2x + 5/8" or 3/4" wood panel 902.0 2 x — lumber I Double 2 x — lumber 1 1 FILL CELL Cn LU E STD. 90' CONT. #5 HOOK BAR STD. 90' HOOK BOND BEAM SIMPS( w/ (22) NAILS 1 CONT. #5 BAR #5 CONT. 5/81 THRU BOLT FROM FOUNDATION TO HIGHEST BOND BEAM STEP BONDBEAM 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 r STUDS above to bearing bel SECTION @ INT. BRG. WALL N.T.S. 1/8" min. ap 2" min 11 ) Small g 2 " max. 4 ma Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. z z 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/PIywood/OSB web stiffener 2"�min. 4) Place joists together and nail from each side with 2 rows of 1 Od nails 2x-: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when indicated or 4" max. 16 6- - 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. higher than 15001b. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over sh=20 blocks and squ: require additional wall orb am below.* consideration. Check local building a__:0 code for appropriate details in 1--or=20 One 1 Od box areas=20 of high sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam VL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap - Boise Joist Blocking Use I" N Od) nails at 6" o.c. Provide adequate bearing for each lapped joist. 10d nails SECTION INT. BRG. WALL N.T.S. MINIMUM SPACING 2x GREATEST DIMENSION OF LARGEST HOLE D KNOCKOUT EXEMPTS) (see table below) D (see table below) BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or t7 Web Stiffener Fastener Schedule Joist Bearing ocation Series I Depth I End Intermediate BCI 5000s 9-1/21, 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d —5-8d BCI 6000se SW 9-1/2" 11-7/81, 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d Ba 90SV 11 -7/8" 3-16d 3-16d 14" 5-16d 5-16d 11 16d 6-16d SIMPS( w/ (22) - NAILS I R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULEFOR AND QUANTITY )FFASTENERS TYPICAL SIMPSON HETA20 Plumbing HETAL20 INSTALLATION beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide 13/4" minimum bearing for each. kJoist can be offset up to 3" to avoid 'au '00' Whe C1'3 4 vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. Q0 t — P!��A i L -71 ROUND HOI F MAY \-DO NOT CUT HOLES 6"r' 6"' REIN CANTILEVER LARGER THAN 1Y2" THE WEB. PROVIDE AT e-ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY, 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. THE LARGEST HOLE. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) Nai I with 10- 1 Od nails. nstall tight to top flange. SLEEVE THRU STEM A .. ' ' . � .4 1. ' 4 SEE PLAN FOR---' FOUNDATION INFO Install tih'to top flang _M e Tr�'r 4 STEM FOUNDATION r__ GRADE _MEAKIE OCC ni AKI Filler block. N il��vi Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install fight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height - requirements 7.1 0.6 X Joist 7 D depth z I -JOISTS BUCKETS N.T.S. JC t-vu unmar- rvt, SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. INSTALLATION MID SPAN NZ; NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A (WHEN SIMPSON H10A i10 1 REQUIRED) w/ (18) 1 Od x 1 1/2" NAILS LIPLIFT= 1015#1 TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS HTS INSTALLATION PLUMBING LINE TOP (2) #5's x 4'-0 CENETERED @ PIPE pVC OR SCH40 SLEEVE PENETRATION .4' 4 4 4 4 A SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE PVC OR SCH40 SLEEVE TOP (2) #5's x 4' _01.___ CENETERED @ PIPE PLUMBING LINE PENETRATION L ..4 A A SEE FND, PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 41-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE 4 4 A<. A . A A .4 IIF SEE FND. PLN. SIZE & REINF. (D !;2 :�, - C) C) co CN V, Q) C-0 Lu (n LU 0 Ln Elf Ln =3 E 0 U 04 LU E C) tm-m C M Cl) 0 WIN _T_ a) 2 -00 CKIJ 0.2 0 3� $ -I-- U_ 00 -5 -00 co r".1 _Ie .< 0 0, 0 w -14 izz, Ca. c:) Lo 0 73'- acL < 6 AI �CBDC Z3 0 z I" sh U) o? LL1 LU -E z 0 o #%ml! Z WL LLL1 \�> 't, 0 -CC,. 44 . 0 %. C-1 F .,. - N R 0 F E S To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florda Building Code - Residential 6th Edition. Engineers signature and seal is only for st the ructural engineenng portions of the drawing pages bearing Engineers signature and seal. L E N I Mo AIAA L R 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 ww LennarTampa.com Oz 0 z9 > z a. uj < of 400 0 < D z z m Lu Z j C u �8�c �@ < Cf) 01- w a- LU — ?� 0 2: u > z z < z 0 < �w 9z c) ul 02 P i.- , 0 rN, C/) z I- Lu <, 0 z z r-. T__4 U­ U.J _J Lr) uj u- 5 vo '<D z E3 ) �j 0 Z z =<O �') ,, a RZ 0 ;.0 ob Z fs UJ 0 A < Lu rn T__4 SCALE AS NOTED DATE 10/2/2018 TECH: M3AMES VERSION NO 4s0 SHEET NO. SN 1 V (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS -\ HGT. FOR WALL HGT, !� 8'-6". (2) @ 16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > 8'4% 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 2x P.T. PLATE 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & lz� @ 6" MAX FROM END OF 2 x PLATE E (1) LAYER TYPE 11 (#30) (2) #5 CONT - ON T' 6 x 6 W1.4 x WIA UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH > 4:12 L . D. - A. I t> - (2) LAYERS TYPE I OR TYPE 11 Y A FOR UNDERLAYMENT FOR ROOF PITCH 4:12 REQUIREMENTS SEE R905. , I T11j (#15 OR #30) UNDERLAYMENT .. I f 9 OR LESS. "I ` t PRE ENGINEERED WOOD =11111D TRUSS @ 24" O.C. U.N.O. I Ell 12 HURRICANE ANCHOR @ EACH -I TYP') VARIES TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING TIO LE SHINGLE ROOF 7116" O.S.B. MIN. SEE ROOF MALL VV/UU I Ul-Llf- I ( GG NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=V-0" SN1 �n!D AMMITInKIAI 01 AD S3 5/8" OR 1/2" HIGH ------ STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ T' O.C. CEILING & 8" 0,C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTALJ NAILER STD. 90-HOOK (SEE DETAIL ELEV INFORMATION. ALUMINUM DRIP EDGE LUMINUM FASCIA -'�4N.O. 2x SUB FASCIA EE SOFFIT SHEET 8"x8"X16" KNOCK -OUT BLOCK W/ 1 #5 CONT. FILLED SOLID W/GROUT C.M.U. TYPICAL TYPE 'IS" MORTAR ______-ARCHITECTURAL IKIIQ14 1x2 PT WD FURRING @ 24" O.C.-/ 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL U.N.O. CELLS(SEE FOUNDATION PLAN C'4 C'4 C) FOR LOCATIONS) C) 1x4 P.T. BASE NAILER C14 r- 4"x4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL C'4 to MIN. 2500 PSI CONC. SLAB AT GARAGE CONTRACTOR MIN PSI MAY VARY PER U) TO CUT BLOCK OR POUR 00 MUNICIPALITY. CURB DUE TO SLOPE :1; CONCRETE SLAB W/ 6X6 /-NOTE:EXTEND W1.4XW1A WWF OR "FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE E C14 r C0 6 MIL VAPOR BARRIER COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 4" V-4" STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" V-0" 1\ �3 E OPT: DEPRESS SLAB 5 Y2" 1,20 DEEP AND 6" BEYOND in (D E DOOR TO RECEIVE BLOCK WALL BEYOND 0 PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS _5 PAVERS� 1 4. E! Mil=M -1;1I. - l, A :4" o? -IIF J: '1� ' ' '' - SEE A/S3 OR J/S6 ­�U 1�. I :RUI 5.4 _11:*.�Ul IF' 00111 FOR REINF. INFO. 1 1 13" MIN. CLEARANCE C> C14 1 �14�� (1 STORI) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) C14 8� 1 8 2 STOR GARAGE DOOR SLAB RECESS co LU SEE TYP. WALL SECTION FOR SCALE: N.T.S. � �3 ADDITIONAL INFORMATION. 8"x8"x1 6" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" OIC FIELD. -r,/Ar 71/1F no _T/17 5/8"OR 1/2" HIGH STRENGTH \-TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH \-TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR Y8" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS (U.N.O.) (OR %8" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) 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) 1 Od NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10) 1 Od NAILS WHEN TRUSS ALIGNED WITH SIMPSON SP2 wl STUD BELOW TOP PLATE STUD BELOW (12) 10d NAILS "x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12) 10d NAILS SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ ,,11) ROW 2x BLOCKING @ MID HGT, FOR EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS 2"0/16" PLATE WASHER (TYP.) WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"xl 2" TITEN H D @ 24" @ 3rd FITS FOR WALL HGT. > 8'-6". SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10'WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" SLAB & BLOCK 5/8"' x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS 2­x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" (ALT: 1/2"xl 2" TITEN HD @ 24" O,C. x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE OR 5/8"x10'WEDGE ANCHOR @ 24" INCLUDE THE WALL A. F. F. O.C.) 21' x 6 W1.4 x W1.4 ATTACHMENTS 211 6 x 6 W1.4 x W1.4 0 3 1/2" MIN. WWF OR FIBERMESH 3 1/2" M IN. WWF OR FIBERMESH ELEV. 4-3 1/2" 9 �] I I/ �1 . . 0 A A.F.F. I-) . 1 11 1, , U_ V . I -R- I 11-111-11 I.,_ A 1/2' 1 F�j I F= :'3 1/2"(min.)- 4" _11F Ci 00 2 CN ..III ... III _'' 1/2 (m i n.) - 4 MI "i'lili5i _FT MX1 I (2) #5 CONT. 4 . V-4" 81, U.N.O. MIN. TYPICAL BEARING WALL ---- STEP @ SHEARWALL P-) "SHEAR WALL" SCALE: 3/4"=V-0" 00 ELLF= F lit FILI Ill,__j I (2) #5 CONT. 4" -41,11 ­1811 U.N.O. MIN. TYPICAL BEARING WALL @ STEP //"CC SCALE: 3/4"=1'-0" � S3 LOAD BEARING OR 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY 0%, EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT NOTE: 1"xPT STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE SECTION C/S3 FOR SEE CC/S3 OR G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 will (110) 1 Old NAILS TYP. MONO OR STEMWALL-­,, FOOTING MONO SHOWN CnO rl A 01-17V C1`1 � #5 V ERT. IN FILLED CELL 5/8"x6­1 BOLTS BOLT @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY 2x P.T. PLATE ASSUMED FINISHED �GRADE 00 5/8"' x 10" "J" BOLT @ 24" O/C W/ 2"'X 3/16" PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH E �­ . D, . ... . . I . 1:1. * - . . N . I . A 1> - 1, .. 0. . 6 MIL VA i'r: r qAN 111 -1 t> t� ., A , POR BARRIE 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 EAC 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10) 1 Old NAILS @ EA. STUD 2X PT PLATE WEEP S CREED INSTALLED PER MFR INSTRUCTIONS 2� FINISH GRADE 60 AL - 0? 1]]� rI P, 1-1 -=I IF-= ff @ K.O. BLOCK 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING X _j BAR X uj "'�-#3 OR #4 REINFORCING BAR A uj � GRADE 40 MIN. Fy= 40ksi x #3 & #4 LAP SPLICE >< - 1 [GRADE 60 MIN. Fy= 60ksi]' x U) 25'1 MIN. LAP [30" MIN. LAP] / a. x LU ;777 xx­ ­­ /111 I'll "A' All C0 ADDITIONAL INFORMATION (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM END OF 2" x PLATE 1> :i, t> (1) ROW 2x BLOCKING @ MID HGT. FORWALLHGT. !� 8'-6".(2) ROWS 2x BLOCKING @ 3rd FITS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH C? 1 r m-1.1 I F 9 EE' ME'', FI r'E', ME'', 4. R 17/8' 1 ---11 Imma C14 #5 REINFORCING BAR i> (2) #5 CONT. LI r= 1 #5 LAP SPLICE 1> NOTE: i> I El I 1=1 I FEI I fl�101 I PNI 17=1 ILI r, *FOR BEARIN WALL COMP. SOIL. (COMPACTED TO W/ UPLIFT ONLY 95% MODIFIED PROCTOR ASTM D1557) 4" V-4" FRAME WALL TO C.M.U. WAL i L C I ONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING CZPI: TVID IAIAII I QP('TIOKI PnD Ar)r)ITInKIAI SCALE: 3/411-70. Qr:r: TVD 1AIA11 I Q1=rTIr)K1 9:r)Q AnnITIMIAl SCALE: 3/4"=V-0" SLAB INFORMATION. 6 x 6 W1.4 x W1.4 3 1/2" WWF OR FIBERMESH min.) 4"­, GRADE 7__ 00 ,0-.=l I F_=I I I:EI I rl I r=1 I #5 REBAR w/ OPT. KEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE: 3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" 2 O.H.D. RECESS E ce) 4 d 7 4 2, 00 4" 'LFF-I 117:- =I I a I I - SEE A/S3 OR J/S6--"'"_-MFT-,II1_111,, FOR REINF. INFO. MIN. CLEARANCE V-4"(1 STORY) V-8" (2 STqRY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. � �3 ADDITIONAL INFORMATION. SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB CONT. BEAD SEALAI'I, 4 INTERIOR 4 -3 1/2" j, CONCRETE NAILS W 11/2" EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB�-. 00 6MILVAPOR BARRIER 36- M I N. LAP [36" M I N. LAP] ON 3" CHAIRS 81, V-4" 8" 1 ­// , 101, (TYP.) �,�V\xxx \xx/ ­x/ 1 ----#6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL W/ UPLIFT rG SCALE: N.T.S. SCALE: 3/4"=V-0" VARIES EE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN S.G.D. (U.N.O.) FOR TRUSS Cl) AT 24" O.C. MAX 4 CONNECTION INFO CI31 SEE PLAN FOR A - & LAYOUT DESIGN TOP OF BEAM NV SEE ROOF PLAN 00 1 A (2) HTS20 FOR STRUCTURAL BEAM SIZE & _4 CONNECTION INFO co ,/-2x4 P.T. 2x4 #2 SYP P.T. FRAMING w/ 7 PL4"FE SEE A/S3/J/S6 --7116" MIN 7/16" O.S.B. SHEATHING 8" O.S.B. z ATTACHED PER NAILING FOR REINF. INFO. f" U) 0 SCHEDULE OPTION #1 VARI-P11 !:� !;j 0-1 SEE TYP. WALL SECTION FOR ADDITIONAL COLUMN LOCATION > Uj 6x6 P.T. #2 SYP SLAB INFORMATION. Uj Uj ABU66 SLAB STEP & RECESS (@ S.G.D. rM SCALE: 3/4"=V-0" _2X STUDS @ 24- O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" MASONRYWALLAND GARAGE COLUMN TO PORCH SILL 0. C. PAD FOOTING ATTACHMENTS & 18/D1 ::z___1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL-\ MAT REINFORCING. !Z�J ON FLOOR PLAN SIZE VARIES PER PLAN (71) CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS 00 z GRADE 4 FILLED SOLID (SEE PLAN FOR I f I --I I I-- I I IL-_1 I ltl 4 6 x 6 W1.4 x W1.4 SIZE AND REINFORCEMENT) 0 _U11 \0 L �WWF OR FIBERMESH Z -I- I_ LU in 0- LU LU I IM I I- I I III-0 -4 < ri BRICK PAVERS or SLAB PER COMMUNITY SPECS LU 0 Uj Cn 00 U_ U) - -[[ 1111 lit z z4j g Ell.__ < 14" 14" 1 INTERIOR WALL SLAB STEP NON-BRG. rK SCALE: 3/4"=V-0" ��S'l 0 I I a :LAI kT� I I jjL FOOTING BEYOND PAD REINFORCEMEN 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL il""" �N SCALE: N.T.S. �3 CD !�2 U) Q) C-1> 4--J LU C) 0 LU T V) E 0 M Oil LU E ov 0 C:) _r_ U- 00 co 0 U) CL C3 Lo 0 72-- Z C; 8 Do N C-B-D C zz c" 4, LU z7; i�� ls� :2 Z6 5? LU LU -E z 0 CA C�. Z U) M E C" - iz LL UA OWN & Cell, 019t .-z _3 C�; 0- IF 0- F li� S , Al� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition, Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal, LENNAR ypress I Ul I www.LeniarTampa.com 0 Z 0 171 z z ku W Q� d r80 0 5 < iy Q� U- ;I < F_ LU t2l � Z� UO Lu M LU 0__0 U W C4 z z 7 z z z C: V) 3: 0 0 U < It -0 0 ro- r4 LL_ 2�::j Z < Z < < Lu 7. Z 8), '0 LU Lr) < LU 'CL, g 8 Lij < 8 1714 ry) < W z Z =1 Ln 8 Z 0 Cal 0 06 Z 15 Uj < z Ri rn --I V) 0 SCALE AS NOTED DATE 10/2/2018 TECH: MJAMES VERSION NO' 4nO SHEET NO. S3 (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.) FOR CLEAN -OUT -------2x DEAD WOOD @ MID POINT wl (3) 12d MIN. EXTENSION FROM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS .1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 7 5/8*1 8" 7 5/8" 8" SOLID AREAS ARE DOUBLE 2x TOP EXTERIOR FACE OF BLOCK EVENLY PLATE TONEAILS SPACED WALL IS 1 1/2" MAXIMUM STEEL AND GROUT JK JR HEADER FLUSH TO OUTSIDE OPTIO 0 INTERIOR 1 WALL FACE OF BLOCK WALL IS 2 j1/4" N EXTENSION FROM EXTERIOR FF_:�] __1 DOOR -1 FP_1 cL — OPENING F= —� DOOR OPENING TO DRAIN 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE --TOBLOCKING --(2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1) 10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. 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) 10d (3) 1 Od TOENAILS T&B NAILS AT EACH STUD AS REQ'D 1,,,�2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3) 1 Od NAI Lst���� CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD 'v SIMPSON SP1 W/ (10) 1 Od—___­­� NAILS AT EACH STUD C'4 C1 C) 2x P.T. PLATE CN 5/8" x 10" "J" BOLT @ 24" O/C MAX W1 8" EMBEDMENT C14 rn 8"X8"X1 6" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 12 "I 15 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL BLOCKING (TYP.) \--ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. �N =1 C14 I 00 MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL E K/S4 0 SEAT FOR BLOCK IS POURED, v IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE E2 GENERALNOTES 0 0 SLOPE FORWARD --- C C14 C'4 CIO LU FOR DRAINAGE SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. 7 5/81, 8" EXTERIOR U] WALL L1 WALL CLEAN -OUT rA SCALE: N.T.S. k, ,, �4 1 ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY COARSEBELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALLIS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MANUFACTURER. rD TYPICAL SECTION THRU WINDOW (B MASONRYLAYOUT �,S4 SCALE: N.T.S. � �4 KNOCK -OUT— NOTCH LINTEL WHERE REQUIRED BLOCK W1 (1) #5 \ FOR CONCRETE PLACEMENT 7 11 1,4 11 4 STD. 9(fHOOK-/ 8` LINTEL BEAM W1 (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION 17, U _jE NOTES: - FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. Q 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. G S4 WIDTH OF OPENING VARIES 4" —FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 112" PLYWOOD BLOCK WALL ABOVE. L SCRAP MATERIA MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE ------ < REENNEM W x EMME > 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.) GARAGE ENTRY FORM DETAIL 8x8xl 6 C. M.U. GARAGE DOOR GARAGE DOOR ROLLER CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. SCALE: N.T,S. TRACK MOUNTING BRACKET GARAGE DOOR TRACK I'BOTTOM OF Mot IN -- T I N (�',�R POURED CONCRETE BASE FOR TO BE 2" ABOVE FINISHED BLOCK WALL. RECESSED SPACE GARAGEFLOOR. FOR GARAGE DOOR AND WATER SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 1, 2x CRIPPLES @ 16" O.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.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING --CL VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 AND 96-3/8" ABOVE GARAGE FLOORL ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2 x 6 P. J-BOLT TRACK BRACKET rop 3 '3ARAGE )OOR 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. HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS 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) LSTA3=0 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 r'" OVE' NOT ' WITH S EEF 6REQL @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl 0" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN ri INTERIOR HEADER: �S4 \—(I) 2x SILL PLATE W/ (2) %._� 12d TOENAILS BOX HEADER EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 1 Od x 11/2" EACH SIDE '�"-2x STUDS TYP. SIMPSON HTT4 TYP. U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED P.T.. OT. PLATE WITHOUT UPLIFT WALL HEADER DETAIL SCALE: N.T.S. �4 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 2;�_O_.C�A- 01 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/Sl FOR ADDITIONAL DETAILS LINTEL / / 4 4 12 (TYP.) SEE ELEV. 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 ASTIVI 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 SIML�S )ON SP2 w/ (12) 1 Od NAIL AT EACH STUD TRUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS 1/2" EXTERIOR GRADE SHEATHING LBLOCKING C EACH END C FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING Uj 0 O/C FIELD 2x TOP PLATE—// V2-16d 2X4 PT STUDS @ 16" O.C, NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS —1/ CHORD OR BLOCKING SIMPSON HETA20 w/ (8) 1 Odxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT L O.C. MAX, PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE I EQUAL @ 12" O.C. MOISTURE BARRIER ROOFTRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO, PLATE TO CONCRETE 8"X8"X1 6" K.O. BLOCK W/ 1 #5 CONT. - (SEE SCHEDULE) AND FILLED W1 GROUT 1 #5 VERT. IN CONC. FILLED CELL---- I W/ STD. 900 HOOK IN K.O. BLOCK -7m- - v ALT. KNEEWALL ABOVE MASONRY WALL DETAIL — SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE 0 PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 1 Od @ 3" O.C. (14 SPLICE NAILS TOTAL) EA, SIDE OF 4(9,, SPLICE STAGGERED 1 Od @ 8" O/C TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL//"' j SCALE: N.T.S. 1\ �4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) e HTT4w/(18) 10d NAILS (3610#SPF) * HTT5 w/ (26) 1 Od NAILS (4670# SPF) a* o s DTT2Z w/ (8) 1/4" x 11/2" SDS (1835# SPF) a 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) 0 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT wl WASHER & NUT ATTACH ALL e FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED EXTERIOR STUDS A.T.R. MIN. 8" EMBEDMENT w/ WASHER & W/ Y816d TOENAILS NUT TO P PLATE 0 FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. NOTE: MIN. 8" EMBEDMENT w/ WASHER & NUT PLATE LENGTHS MUST BE BOTTOM SPLIC a FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. OVER STUD AT LEAST 4'-0" LONG. TYPICAL MIN. 8" EMBEDMENT w/ WASHER & NUT HTT HDU TENSION TIE rN TOP PLATE SPLICE DETAIL SCALE: N.T.S. SCALE:NTS �4 F= 2240 LBS >IMPSON P,T. ATE SIMPSON SP4 SP2 SIMPSON IF r .. ,--,--- \-NAILED RANSOM FRAMING TRANSOM FRAMING INTO TRANSOM FRAMING 10 ST EcTION AA/sj SEE SECTION AA/S1 SEE sN AND BB/S1 FOR AND BB/sj FOR ADDITIONAL DETAILS ADDITIONAL DETAILS SIMPSON Spi RECES SIMPSON SP4 SIMPSON- SP4 J-� M, LINTEL 2X8 P.T. BOTTO M P�ATE 1 SIMPSON SIMPSON SP4 SP2 1 4 MAILED INTO TRANSOM FRAMING SIMPSON Spi SIMPSON SP4 /- SIMPSON SP4 \-5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 " — P4 2XTOP PLATE OVERLAPPING NAILS @ 6" NGGERED 3OLTS @ 24" O.C. kX ROOFTRUSSABOVE /_ 2X BLOCKING (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 1 Od NAILS@ 4 1 Od NAILS @ 6" O.C. V -,----- STAGGERED A STAGGERED TRANSOM FRAMING 0 0 BEYOND. N PLYWOOD FASTENED TO TRUSSES _�WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD O/C BOUNDARIES 6" O/C EDGES 0 SHEATHING & 8" O/C FIELD 9 SIMPSON SP4 w/ (6) 1 Od x 1 12" (USE SP6 FOR 2x6 WALL, USE —PLYWOOD SP8 FOR 2x8 WALL) SHEATHING SIMPSON SP2 w/ (12) 1 Od NAILS MASONRY-- SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM 2X8 P.T. BOTTOM PLATE I 5/8"xl 0" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS -ABOVE ENTRY R SCALE: N.T.S. C) < --- j Uj U 0 U_j ZD 1, 0 E 0 i2 0 CD FM r- LU E (D -0 co as 0,= -9 T, U_ 00 '5 6 !?, 0 0 M U) 5, 6 M < Cj A /r Z LU - z U) - Im Uj _9" LU 10 z 0 0 fA Qu , 11 r _j _j D L CO F \-O..*? 'R 0 IF E S To the best of the Engineers knowledge, information and belief, the structural plans and specifirations contained within these drawings comply with the 2017 Florida Building Code - Resid mial 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. nnar Oz 0 LU z g z Z�CL x C) 6, -zr 2, z 2 W 0. U��u 0 @ 01- w V) z z zz CY-1 CL z 2: z 0 U � R Zo 81 < _j I.— " U LJJ C) 0� < z Z Uj j Lr) T__1 LU Lij < < Lu 8 �? z rn < z z u, 0 W z << i� v- 1�0 Z L = Ln 0 Rz 0 Cal 0 LU � T) r__1 in- I ul I SCALE AS NOTED DATE 10/2/2018 TECH: MJAMES VERSION No' 4v0 SHEET NO. S4 SIMPSON HGAM1( W/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & 1/4"x2 3/4" TITEN TO CMU SEE STRUCTURAL NOTES AND TOENAIL W/ (2) 16d NAILS BACKNAIL W/ (2) 16d NAILS SIMPSON H10Aw/(18) BACKNAIL w/ (2) 16d NAILS SIMPSON H1 OA w/ (18) SIMPSON SP4 w/ (6) 1 Od x NAILING SCHEDULE FOR 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 1 Od x 1 12" AT EA 2"x4" SEE STRUCTURAL NOTES 1 Old x 1 12" AT EA. 1 12" AT EA STUD (USE BACKNAIL w/ (2) 16d NAILS SHEATHING DETAIL OUTLOOKER OUTLOOKER SP6 FOR 2 6 WALL USE @ 24" O.C. 7 NAILING SCHEDULE FO OUTLOOKER R AND NAILING SCHEDULE TOP CHORD---�� SHEATHING DETAIL @ 24" O.C. FOR SHEATHING DETAIL BLOCKING F x OR FIRST FOUR ROWSOF 45' 24" MAX. TOP CORD BLOCKING 45'± X - 2X4 CONT"L" BRACE TOP COR BLO&ING TRUSSES @ SIMPSON H1 OA w/ (18) FOR FIRST FOUR FASTENED W/ (2) 10d 3" FOR FIRST FOUR ROWS EDGES OF 2x4 CRO� BRACE 10d x 112" @ EA. ROWS OF TRUSSES @ AT 24" O/C. CMID HEIGHT OFTRUSSES @ EDGES SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF OF SHEATHING TYPICAL TYPICAL @ RIDGE FASTENED AT 1" BRACE TO EXTEND SHEATHING TYP. 2X4 K KER 2 x8 SYP#2 "U'BRACE TO 48" O.C. EACHJOINTW/(3) 10d @ 8'- /C. EXTEND AT LEAST 90% OF MAX. & (2)1 Od TOE NAILS @ AT LEAST 90% OF WEB 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d SILL 1/2" CDX PLYWOOD OR EACH JOINT W/(2) 10d FROM LEDGER TO 7/16" OSB SHEATHING & (2)1 Od TOE NAILS @ BLOCKING ATTACHED W/ 1 Od EA. END NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1 0dX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED x /-THROUGH CHORD CORD ATTACHED W/ (2) 16d TOENAILS "T" ri x INTO 2" 6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD 2x4 PANEL BLOCKING @ 2x4 ON TOP OF PANEL BLOCKING-��' \-WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FOR THE FIRST (4) FASTENWITH 10dx3" @ 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" O.C. WEEP SCREED EA. END TYP. TOP & BOTTOM ATTACHED w/ (2 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM ,T 6 0" SIMPSON HETA20 w/ (8) 1 0dx1 1/2" NAILS AT 64" INSTALLED PER MANUF. 16d TOENAILS PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) _OCK O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 1 Odxl 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 @ 4-4- O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) W/ MIN. 4" EMBEDMENT IN KO BLOCK GABLE WEB SECTION WEB, USE MSTAM36 W/ (7) 1 Od NAILS & (4) 1/4"X2 1/4" SCALE: N.T.S. SCALE: N.T.S. I\, �5 TITEN ON OUTSIDE SIMPSON H1 OA W/ (18) BACKNAIL W/ 2 16d NAILS x , SP8 FOR 2x8 WALL) SEE STRUCTURAL NOTES - AND NAILING SCHEDULE FOR SHEATHIN DETAIL 2x4 OUTLOOKER @ 24" .2 O.C. (OPTIONAL - SEE 24" MAX. ELEVATIONS) DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT W/ (2) 1 Od & (2) 1 Od EACH JOINT W/ (2) TOE NAILS @ EA. END 10d & (2) 10d TOE 2x FRAME WALL (SEE WALL NAILS @ EA, END SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48"O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD END TYP. TOP & (2) 16d NAILS \\-2x BOTTOM ATTACHED 48"� BLOCKING W/ (2) 16d TOENAILS _.J\_2 M 4"7 ON TOP OF PANEL SIMPSON H1 OA w/ (18) 1 Od x 1 12" AT EA OUTLOOKER (2) 16d NAILS 2x4 OUTLOOKER @ 24" O/C BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ MAX. EDGES OF SHEATHING TYP. 1" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) --GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL 3 BLOCKING, FASTEN WITH 1 Odx3" @ 4" O/C 2� MAX. x BLOCKING, FASTEN WITH SIMPSON HGA1 OKT w/ (4) 1/4"xl 1/2" 1/4"x3" ) 1 Odx3" @ 4" O/C SIMPSON SP2 w/ (12) 10d SDS SCREWS TO PLATES AT 36" SDS SCREWS TO TRUSS & (4) 2x4 LEDGER (MATCH BOTTOM NAILS AT EACH STUD DBL. TOP PL E CHORD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. EC r4 SECTION SECTION 4 LL SCALE: N.T.S. SCALE: N.T.S. 1\ �5 ���5 -REFER TO DETAIL J ( ) 1 Od x 1 12" AT EA. 2x4 OUTLOOKER ON SHEET S5 FOR SEE STRUCTURAL--',,, OUTLOOKER @ 24" O/C F X-BRACING, AND TOP NOTES AND NAILING \f TOPCORD CHORD BLOCKING Fi SCHEDULE FOR BLOCKING FOR INFORMATION 00 SHEATHING DETAIL FIRST FOUR ROWS OF TRUSSES @ 2 2"X4" CROSS BRACE 24" MAX. EDGES OF -WOOD TRUSSES co 00 00 APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT 1" BRACE TO EXTEND -2X4 RAT RUN BRACING _tL� EACH JOINT W/ (2) AT LEAST 90% OF WEB AT 24" O.C. ON TOP OF 10d & (2) 10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 NAILS @ EA. END GABLE TRUSS TRUSS SPANS ATTACHED W/ 2 - 16d 1/� 2X4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED AT EA. TRUSS JOINT (2) 2" x 4" LAM I NATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAM I NATIONS W/ (2) ROWS OF @ 48" O/C FOR THE FIRST (4) ROWS OF (2) 16d NAILS W1 1 Old NAILS @ 6" O.C. 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. ES AND 12" O.C. FIELD O/C W/ (2) 16d (D = 0. 148", L = 3") OR EQUAL (D = 0.207', L 4 1/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL END TYP. TOP & /,,--JACK TRUSS TOENAILS @ EA. END NOTES: BOTTOM ATTACHED SEE PLAN FOR I 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 TOE NA ILS ONNECTION , MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 2X4 "T" ON TOP OF P =172X4 BLOCKING W/ 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 ANEL_/ BLOCKING, FASTEN WITH 1 Odx3" @ 4" O/C (2) 12d TOENAILS CP -3r- 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 - LOAD BEARING LOCATION NON B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4" V-0" TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS SECTION S5 J ADDITIONAL INFORMATION. 04 LO T3 MINIMUM 2X CROSS BRACING (SEE PLAN FOR LOCATIONS) (2) 16d PER JOINT C14 C14 C= C) _03 CONTINUOUS BOTTOM CORD BRACING 2"X4" MIN. SEE M/S5 C14 CROSS BRACING DETAIL J� SCALE: N.T.S. S5 2"X4" OUTLOOKER @ 24" O.C. W/ (2) 1 Od PER JOINT 1 Odx3" O/C @--/ TOENAIL-) 6" O/C 2"X4' RUN W/ (2) 16d TYPICAL NAILS ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. GABLE TRUSS 1" BRACE W/ 1 Od @ 4" O.C. C) A 6.9 MAX. tz 12 (SEE SCHEDULE FOR SIZE �0_ ND LOCATION) E 0 GABLE END BRACING DETAIL S5 CONT. BEARING Q MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION M SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES SCALE: N.T.S. �5 -MINIMUM (2) 16d PER JOINT MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S 6" OVERLAP M S5 "U' BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C 2 x 4 BLOCKING w/ (2) 1 Old WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) I v / \ \r BRACING w/ (3) 10d x 3" AT z W v 1.7 - EACH CONN. @ 24" O/C SIMPSON HGAM10KTAw/(4 __1\MOISTURE BARRIER 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"X2 3/4" -BOND BEAM TITEN TO CMU MASONRY WALL 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL 1" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE 1" BRACING DETAIL (_5 SCALE: N.T.S. 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. 1" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.�. TYPICAL W 14� �L GABLE TRUSS WEB SINGLE 1" BRACING DETAIL 6 S5 SCALE: N.T.S. DIAPHRAGM BLOCKING 48" GA @1 9EJ�4,- BLE TRUSS O/C TRUSSVERTICAL (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 1 X' BRACE SEE DET. J/S5 CONTINUOUS BOTTOM CHORD BRACING 2X4 MIN. d LU . . . . d LU z 9 z b W Uj M < 9 0 C? d LU 9 9 b LU NOTE: ARCHITECTURAL FINISH EXT. WALL CONN. 0 NON LOAD BEARING LOCATIO9 (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S ADDITIONAL INFORMATION. 7"�S5 1" BRACING REQUIREMENTS STUD SPACING NO 1" BRACE (1) 2"X4" (U.N.O.) 1" BRACE 2"x6" (U.N.O.) 1" BRACE 24" 0'0" - T-O" T-101" - 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) 1" 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 HGA10KTW/(4)1/4"xl 1/2"SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) /—GABLE TRUSS CONT. BEARING GABLE END BRACING DETAIL SCALE: 314"=V-0" 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 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) -7 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 ITOP & 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 !P z: C) C> co cli < __j C-0 4--J LU (Z c) .7 D 0 L.0 TM CLI E 0 co co CD r­ cli E 8 6) - M C-M cm, 0 0 = E: co :5 co 0 CM 0 i::- C1. Lo 0 ,;r CL M < A I N c 1� D C A V-0- will T, ��4 0 10 U) 8 H C5 Lu C-, :2 U) :1D g U, 11= - CD LU g fl - Z5 LU IU ?, -= 4.:-; z 0 -C- & -r ca -2 U) g C. P _t� (0) U ev C� -A 0! co 0 �F To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineees signature and seal is only for the structural engineedng portions of the drawing pages bearing Engineer's signature and seal. LENNAR i 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 5 Oz =0 �4 z< z 0. < z C� CL Uj < 0� x 0 0 CY ZW< U z !E =) z z Lu 0>. 0 < L_ zz - 8 �t 2: z z z C: -0 T-11 L_U 0 '9 U 0 zo —4 R 01: g & LJL < 1z:1 '< LU < Uj z z �� a Uj Ln Lij < � D < z Ad' LU rq ry) < z Wz < 0 D V) 0 z C), z 'A 0 C0 0 00 4� Uj T < rn ?--q CL IlLn SCALE AS NOTED DATE 10/2/2018 TECH: MJAIVIES VERSION No' 4mO SHEE7 NO. S5 3 v v N 0 n M 00 i N O J M I 00 i a 3 a N 0 n E 0 0 J y E2 a U N U 0 CL CL 00 1X4 1/2" DRYWALL 1/2" DRYWALL DOOR JAMB REFER DOOR JAMB (REFER 1 X 4 ( 1 X 4 1/2" DRYWALL , UNACCEPTABLE {NSTALLTION DOOR JAMB REFER ( TO SHT. SDW2-K1 P.T. TO SHT. SDW2-K1 TO SHT. SDW2-K1 FOR CONN. DETAILS PROPER INSTALLATION MAX. 8" � DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" O.C.. FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4 1 X 4 ` #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d 4" 1 X 4 3-1/4" LONG X 3/16" FURRING 3/16"� X 3" LONG FURRING �� 3/16 0 X 3-1/2 LONG TAPCONS FURRING #5 REBAR ` AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD @ O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCONS STAGGERED STAGGERED @ 16" 2X8 E`IX8 (TYP,) ` BLOCK@ SPACING �� 1 DETAIL 1X8 P.T. STAGGERED @ 16" O.C. O.C. 2-ROWS INTO 2-ROWS INTO ° 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH 1-1 /2„ DETAIL MASONRY THROUGH 3 1� DETAIL ` `BTD. STD. 90^ 90 HOOK (TYP.) @TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" TAPCON @ 16" METAL SEAT PLATE 1X4 P.T. NOTE: O.C. & 4" FROM 3/16" x 3 -1/2" DOOR JAMB (REFER 1 X 4 1/2" DRYWALL LAP SHEATHING TO DOOR JAMB (REFER EACH END W/ MIN DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR BOTTOM OF BAND D TO SHT. SDW2-K1 2" EDGE DIST. TO SHT. SDW2-K1 CONN. DETAILS ' JOIST TYPICAL FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4 10d@12"O.C. � J FURRING — 2X8 P.T. WITH 3/16" 0 X 3" ' +2 NOTC FIRST COURSE SIMPSON HGAMIOKTA @ 12" O.C. LONG TAPCONS 2x P.T. AS REQ'D 2X8 P.T. STAGGERED @ 16" O.C. 2X8 INTO BAND JOISTD& 4C1R14'x2 3/4" ( ) TITEN INTO K.O. BLOCK 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1 /411 DETAILL ^ +5FILLED NOTCH WEB AT THE FIRST2COURSES BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC CELL PER PLAN FOUNDATION 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 mo SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A = 1610 #FOR 2 STRAPS FILL 1st 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX .e SOLID W/GROUT >r 2-0" 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 8° 1 PLY PRE-ENGINEERED TRUSS BLOCK HEADER ARCH BLKG. & BUCK 1l4" x 31/4" TAPCONS ° SIMPSON HM9KT w/ (4)1/4"xl 1/2" SDS 1/2" DRYWALL * SCREWS & (5) 1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 114"X2 1/4" TITEN = 2150 2 x 8 45' DIAGONAL (4) 10d NAILS INTO LEAVE A CUTOUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION ; 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 112" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY CELL IN THIS AREA 2 x 8 45 DrAGONAL BRACE AT EA. CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. SCRIBE (NOTCH) BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3)10d NAILS AT EA. END RETROFIT TRUSS DETAIL OVERHAN a CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. e INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ° ARCH FACES W 4 10d NAILS THRU OSB INTO 2 x 8 INTO ARCH BLKG. PER () PROVIDE WITHIN RETROFIT WALL OVERHANG DETAIL NTS 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 4" MIN. OF BRACE BRACE 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2 -6 FOR OVERHANGS BETWEEN 3/4" TO 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'Y." WOOD ) ( ) * DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE; FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL ARCH DETAIL 4' MAX. RAD. USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ X O� FRN TO TRUSS TOP CHORD MIN. 4" EMBEDMENT AT 16" O.C. + (F N 1 r-On 5r_On SCALE: N.T.S. SS 12 + + GT H 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 > „ EMBEDMENT INTO ) /4 MAX 11 PER NAILING SCHEDULE ALL TO SUPPORT TRUSS + SOFFIT ° . '. a >. #5 BAR �°p. � ° BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 2-0 8" (5)12d NAILS SIMPSON + + � ' 1.0" s d.a 4 CENTERED W/ � 9 H 1 X 4 FURRING BLKG. &BUCK H2.5A w/ 10 2X6 TO 2X4 ( ) 2X4 SYP . ®e a .' a "0 IN TOP o 1 KNOCKOUT / iv 8d NAILS EACH TRUSS -10 .' . .� �" ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE B 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x W/ s� s CONNECTOR �® d MONO FOOTING ,a a.. COOT. (3) SIZE AND REINF. PER PLAN —Ilk VERT. BRACES WHEN HGT, OF TAPCON AT EA. SIDE 12d NAILS SEE LINTEL AND SECTION DETAILS -I BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY SCHED. LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2X4 CLEAN FILL •o A. ° 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT DIRT � k z TO BE INSTALLED BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL e . ° STANDARD o SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN ° 90 HOOK N ' TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4%" WOOD FOR OVER HANG FILLED CELL ' � ° ' � �' ' � �' ' ' � —.1 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") \ _ \ . ♦ ♦ . N J \ ., ♦ : • ., INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL 4' MAX. RAD. WALL USE (2)1/4" X 31/2" TAPCONS AT 16" ° �i e•\�i pr \ \��s• ♦ ♦�i s•.�♦�. s• ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 O.C. PER INSTALLATION DETAILS B-g ARCH DETAIL rK SECTION @ENTRY rL SECTION @ ROOF EXTENSION (� STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" = V-0" SS SCALE: 3/4" = V-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 x 1 SIMPSON2" MUST BE PACKED WITH NON -SHRINK GROUT USUALLY ± 2" ( ) BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W,W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4' EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. 1/2" NAILS L STUDS & O - NAILHTT4 U S & (1) 5/8" DIA. ALL THREAD ROD r � #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) OCCURS TOP WITH MIN. 3" EPDXIED w/ SIMPSON "SET" Z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 6.0 EPDXY MIN. 6" EMBEDMENT & \ O SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER F.F. 3'MIN. EDGE DISTANCE FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP w NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE , o A THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL o o � v a REINFORCING AS FOLLOWS: * LOWER HALF SEALANT _ _ — _— _ o I I I I r , < n PLACE OF MORTAR IN BED JOINT. DO NOT FURROW. p * = #5x6' EMBEDDED INTO PRESS PANEL REINFORCING INTO PLACE. * 6" MIN. LAP SPLICE W/ — ° I — EXISTING FOOTING (2) #5x6' IN CONC. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL :: REINFORCING PANEL — can LO FILLED CELL SMOOTH. DO NO FURROW. ° c I —I I I - N DRILL 3/4"x5" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6 MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: CO z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. 04 • 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 \ ° (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. Of COVER EA. WAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING, SCALE: 3/4" = 1'-0" SCALE: 3/4" = V-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. (D- M _ o z° (D n_jz E3 U) z C: (1)C9 w a--J 0 w m �Ln U 2 co W F— N Cl) 0) M C Cc CO S _ a) p N 9 a U t/1 tl LL2 �o ¢� ono fig_ M Q o A ® BID. N C H D c �_�.,. N �O M N W Z Z W ooN o � z W — vZ W U Q �_ E U) t$t�� x • `"• WWW.FDS M R 4 B va t A Y + G� G ak 2 ; �0,;' C co tX To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oz O �Q fF w¢.:L zoo ZUZa QWw a J 00 o Lu OUWLLN L z O C g C N o a J W = C/) J_ .9 �0,o 7o W U a O J N z�z 'aa aau, 0 z Z tag awLL� Q Z Z O Cy <�<n Z ao m O 06 � 2 I a In s SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAMES VERSION N0. 4sO SHEET NO. SS CROSS BRACING DETAIL (TYP.)r SCALE:NTS 7 TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER MAY BE NAILED w/ M IN. (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. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS MAX & EACH END ALTERNATE DIRECTION TYP. (D co I 00 C'4 04 C) 3 tz E 0 _--z—WOOD TRUSS -J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B —TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE:NTS DIAGONAL AT 81-101" MAX *4 TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 1 Od x 1 1/2" NAILS EACH TB PRE-ENG. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP --/ CHORD AT ALL HAND FRAMED AREAS TYP. TRUSS ROOF SEE SHEATHING PLAN 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A 'E '-'u SHI �AN 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, TRUSS �7A (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE:NTS SIMPSON LSTA18 VERTICAL SCAB 2 x 6 w/ (12) 1 Od NAILS #2 SPF 48" O.C. W/ (4) CENTERED AT 1 Od TOP & BOTTOM SPLIT TO TIE OR SIMPSON H2.5A w/ BEAMS TOGETHER (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 4c 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-O"O.C. MAX. W/ (3) 10d COMMON TOENAILS TO TIE BEAM 2X4 CONT. AT—/ CONC.MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A —A ALTERNATE BLOCKING nFTA11 nn INITF=PIOP RF=APIK]r-, SCALE:NTS 77 PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT OL VARIES . ............................. ROOF SHEATHING x x ATTACHED PER NAILING SCHEDULE 2x4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d COMMON TRUSSES. TOENAILS TO TOP SEE TRUSS PLAN PLATE & (2) 12d END MIN. (2) 2X4 FOR CONNECTION NAILS TO TRUSS SPFTOP INFORMATION. BOTTOM CHORD PLATE F �14 AkVARIES SEE PLAN FOR WALL LOCATION MIN. 2X4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO OIL SEE PLAN FOR PLATE BELOW TOP OF WALL MIN. 2X4 #2 SYP P.T. PLATE tr W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE 16" O.C. MAX. INFO. SECTION @ ENTRY SCALE:NTS SEE FLOOR PLAN FOR COLUMN SIZI & ADDITIONAL INF( HIP G.T (2) 2x8 #2 SYP w O.S.B. FLITCH PI TOP @TRUSSE PLAN U,N.O. ON ROOF TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMP80N 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 (2) 2x4's OR 44 w/ (2) 1 Od SUPPORT COLUMN BUILT-UP 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) 1 Od & (4) 114"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY MASONRY WALL r4 SCALE,NTS SIMPSON HUC410 w/ (14) L.SEE PLAN L. I FOR CANTI 16d INTO HEADER & (6) — 10d INTO BEAM - SEE ROOF PLAN FOR MORE INFO —SEE FLOOR PLAN FOR COLUMN SIZE& BASE OSB FLITCH PLATE L CONNECTION INFO REQ'D ONLY WHEN IND ICATED ON BM. SCHEDULE/PLAN ____--7/16" OSB FLITCH PLATE SEE FLOOR PLAN F 0 Rj REQ'D ONLY WHEN COLUMN SIZE& BASE INDICATED ON BM. CONNECTION INFO _ OPTION A SCHEDULE/PLAN OPTION B OPTION C COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 W/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A F_� A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED CORNER SEE FOUNDATION PLAN FOR MORE INFO 5" Ae COMMON BM. ATTACHMENT SCALE: NTS 2X4 STUDS W/ SIMPSON SP1 W/ (10) 1 Od NAILS AT BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 W/ (22) 10d NAILS OR SIMPSON MTS12 W/ (14) 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 r22"*� CONNECTION SCALE:NTS SCALE: 3/4"=V-0" SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. ju TRUSS 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM BM. SPLICE OVER ///—CENTER OF POST MIDDLE F SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. * MASONRY WALL BELOW: SIMPSON H ETA1 6 w/ (9) 1 Od x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM * BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN -------- -0" O.C. (24) 1 Od x 1 1/2" NAILS @ 4' TO GABLE TRUSS COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE rj_2—'� SCALE: NTS EXTERIORc ATTACHED SCHEDULE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE ----SEE DETAIL 4/D1 FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL ENTRY FRONT WALL 2x4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3) 1 Od IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. SCALE:NTS ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION SIMPSON LUS26 W/ (8) 10d NAILS OR IF 2 PLY TRUSS SIMPSON Z LUS26-2 W/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X1 0 #2 SYP CONT. LEDGER W/ (3) LOCATION AND DIRECTION 1/2" X 4 1/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF SCALE:NTS LOW ROOF/WAL SHEATHING ATTACHED PER NAILING SCHEDULE 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 (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS1 2 w/ (14) 1 Od x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/----/ Z- (2) 2XIS 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 OUTK'39 SCALE: NTS DETAILS & SECTIONS 0 V ;Ei 1.0 (N V) (D a) U_.) 4--J U-j 0 L.0 I'T E 0 C) 0 Cn 0 c:> Fn r-- cli LU E 8 (D O)m m -COU 21 ai wo, W EC2 .0 " 0 0 C:, (n =Moo '5 !2, -le < 0 M 0 5- 0�'=' 0 73�' <C' 8 A I MW. U z LU IC11- 16� __0 z 1— �] 2 s < LU g"! A! 0 LU G -K � 4-:-: 10 Z_ 0 T 4 < U. ........ _'��IWID C*C(om Cap _j z 5 0,- 0 '10 R 0 F 1- 5 _�' � I/f/z To the best of the Engineers knowledge. information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for t st he ructural 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 CZ =0 Z g z < z a: L Lu<g= U�uo 0 cr- z W, <1 'Mt� '=, ZZ z 2 01 C, uj 0 'n zz 9 z > iQ:;'7 F= oz 5 z C: k*'_'00 Lij 2: T-1 U) z 0 -0 C'6 U M u) _j :;Fc .9 1� R 6 � �4 P 7Y11 HOS � Pin 2 LLJ , 02 -0� r'j N M Z < 12 ug-'<� W -.E: Lg' z S 2: u- z Uj Ln zp!i ��0_8 R<zu i.- WU 0 09 LU W ro V < z z ICA << Rz ca 0 1.0 06 Z 15 LU r < Fn rn T­11 In- I Ln I SCALE: AS NOTED DATE 10/2/2018 TECH: MJAMES VERSION No' 4mO SHEET NO. D1 = WEATHER RESISITIVE BARRIER WEATHER ✓E BARRIER & IARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN -� OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI; UNDER DECKING ED FLASHING (SEE DETAIL WP07) HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weat THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER S DO NO- BOTTO FLANGE E E o■ SELF -ADHERED FLASHING HALF ROUND WINDOW E AM r�r��rnrv�a r�r�onu�u 8 2 4SHING O' 5Q WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING PATCH HERED FLASHING 1 4 1 2 4 5 WINDOW UNIT SLOPE 0.3 in : 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN, BUILDING PAPER - WIRE LATH 0 SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED FLASHING SELF -ADHERED FLASHING SCORED RELEASE PAPER �-.0 (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) a 0 SELF -ADHERED FLASHING INSIDE CORNER �Ground� SELF -ADHERED FLASHING SELF -ADHERED FLASHING FOUNDATION WEEP SCREED DECK JOIST / OUTSIDE CORNER , • Water Resistant Barrier Lath Sheathing Stucco FLASHING REQUIREMENTS R609.1 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. R703.2 Weather -resistant sheathing paper. One layer of No.15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.4 Exception: Omission of the water -resistive barrier is permitted in the following situations: 1. In detached accessory buildings. 2. Under exterior wall finish materials as permitted in Table R703A 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shalt extend to the surface of he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wail or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.6.2.1 Weep Screeds A Minimum 0.019-inch (No. 26 Galy. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 Detail Instructions Refer to the number marked as 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 (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing /. X Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL NOT USED NOT USED NOT USED SCALE: NOT TO SCALE WUJ 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all 0 Z co 0 - o Z CO Z ¢ n `z V) C9 w � � 0 ,,, `° Lh i C6 C) =r- m W N M C co co - U _ °) O 0 M CD U ' 8 y"co 0fo ¢m ono JCL a Q o B D® N �� e ;D_ c % N �O Z 1- oN29 z w� J °? c .a Y. �n u. N W 6v w UJ V rnLL a z 10 Z c Q¢ O O cC 0 U ry E � ' WL Z .M W N¢M1 o O U U OO WWW.FDSENG.COM 0 N 0 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer s signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com OZ �Q Z Z f W¢Q:0- �z00 ,x - SOZZ a¢i C� _I �Lo L 17- Z 2O Z ID g N3 �Q 2:(D "a O O Z J = Lu . °O0 J < LJ Y QQ m a 8 r- .1 R ZaZ� iW LU W �o<o 80 z Z ''i 0 °' it �i W L0 Lij -ULL-0 -J ri LLJ Ia- Y g'C) N M Q a Z waZ z Cy z a° m � = a rn Do � a V) s SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAM ES VERSION NO. 4nO SHEET NO. WP Cll Cn -0 O Q) =3 A Mr,", CV -0 A3 FL17244ml ESR-3455 A23 FL10446.2 ESR-2606 (3) CD - C/) -!-- =3 M -cu U) HD210-2 FL17232.3 ESR-3445 HU210m2 FL10856A ESR-2549 0 V1 71MM HD212-2 FL17232.3 ESR-3445 HU212-2 FL10856.4 ESR-2549O 0 0 (3) HD216 FL17232.3 ESR-3445 HU216 FL10856m5 ESR-2549 23- 3: March 20, 2018 H D216-3 FL17232m3 ESR-3445 HU216-3 FL10856.1 ESR-2549 PRODUCT APPROVAL SPECIFICATION SHEET (2018) March 28, 2018 = .0 U- H D26 FL17232.2 ESRm3445 HU26 FL10856.3 ESR-2549 CU 0 As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the CIO 0 > products. E (3) Re: Wood Construction Connector Compliance for 2015 International Codes & 2017 Florida Codes HD28-2 FL17232.3 ESR-3445 HU28m2 FL10856.4 ESR-2549 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 ofthe applicable listed W HD410 FL17232A ESR-3445 HU410 FL10856.9 ESR-2549 CJ) To Whom It May Concern: HD412 FL17232.4 ESR-3445 H U412 FL10856.9 ESR-2549 !E 6.0- 0- HD610 FL17232.4 ESRm3445 HU610 FL10856A0 ESRm2549 Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Section 2303.5 of the 2015 International Building Code (IBC) and 2017 Florida Building Code (FBC) specifies that U) joist hangers shall be tested per ASTM D7147 Testing and Establishing Loads of Joist Hangers. Previous versions of 1. EXTERIOR DOORS the IBC and FBC required testing to comply With ASTM DI 761 Test Method for Mechanical Fasteners in Wood. Both HD0410 FL17241.7 ESRm3444 HUCQ410 FL11468.11 SIM200804 A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf methods determine a connector's allowable load as the lowest of the following: HGA10 FL17699.1 Evaluation Report HGA10KT FLI 1470.4 SIM200803 1. Lowest ultimate of three tests (or average of 0) with a safety factor of 3 HGAM10 FL17699.1 Evaluation Report HGAMIOKT TI-11470.4 SIM200803 ThermaTru FirbermClassic and Smooth -Star (NON -IMPACT) FL20461.6 +67.0/-67mO psf 2. Average load at 1/8-inch deflection ThermaTru FirbermClassic and Smooth -Star (NON -IMPACT) FL20461.9 +67.0/-67.0 psf 3. Calculations per American Wood Council National Design Specification for Wood Construction (NDS) HHCP2 FL17236.7 ESR-3448 HCP2 FL10447.2 ESR-2551 ---- +67,0/-67.0 psf The primary changes in ASTM D7147 are requirements to measure properties of the tested materials, such as steel HTA16 FL17680.4 Evaluation Report HETA16 FL11473.5 SIM200802 ThermaTru F - irber-Classic and Smooth -Star (NON -IMPACT) F1­20461m14 strength, fastener strength, and mod specific gravity. The tested ultimate loads must be adjusted when tested HTA20-18 FL17680.4 Evaluation Report HETA20 FLI 1473.5 SIM200802 ThermaTru Classic -Craft and Benchmark FL15225.1 +67mO/-67.0 psf material properties exceed the specified properties. HTT16 FL17324.2 Evaluation Report HTT16 FL1 1496.1 ES-0130 ThermaTru Smooth -Star and Benchmark FL15225.5 +67m0im67.0 psf ICC Evaluation Services (ICC-ES) revised AC13 Acceptance Criteria for Joist Hangers and Similar Devices in ThermaTru FiberClassic, Smoothstar, ClassicCraft, Rustic +67.0/-67.0 psf October 2016 to incorporate a methodology to evaluate products to the 2015 1-Codes. Simpson Strong -Tie is working HTT45 FL17324.2 Evaluation Report HTT22 FL11496.1 ES-0130 PL7640ml on remevalwating wood construction connector loads to the new standard to update our product evaluation reports to HTW16 FL17244.8 ESR-3455 HTS16 FL10456.22 ESR-2613 the 2015 I -Codes. As soon as the updated evaluation reports are completed, we will apply for Florida Product Approvals. HTW20 FL17244.8 ESR-3455 HTS20 FL10456.23 ESR-2613 B. SLIDING MI Windows and Doors Series 420 FLI5332.1 m FL15332.5 +40.0/-40.0 lost However, reevaluating a large number of products will take time. While manufacturers work with product certification HTVV24 FL17244.8 ESR-3455 HTS24 FL10456.24 ESR-2613 PGT Series 5570 FL251.10 agencies to update their mod connector evaluation reports, we recommend that building departments under the HTWaO FL17244.8 ESR-3455 HTS30 FL10456.26 ESR-2613 C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (8X7) FL15279.37 +30m0i-32.0 psf 2015 I -Codes and 2017 Florida Codes continue to accept code reports showing compliance to the 2012 and 2014 editions, respectively, until July 2018. HTWM16 FL6223.2 Evaluation Report HTSM16 FL11473.11 SIM200802 Clopay Building Products Residential WndCode Doors W5 (16X7) FL15279.53 -30.0/-30.0 psf The information in this letter is valid until 6/30/2018 when it will be re-evaluated by Simpson Strong -Tie. Please visit HTWM20 FL6223.2 Evaluation Report HTSM20 FL11473.11 SIM200802 Clopay Building Products Residential WndCode Doors W6 (SX7) FL15279.85 +38.01-42.0 psf vyw­w§tronQtI9,corn for additional pertinent information. If you have questions or need further assistance regarding Z this matter, please contact the Simpson Strong -Tie Engineering Department at 800.999.5099. HUGT2 FL6223.3 Evaluation Report HGT2 FL10456.18 ESR-2613 Clopay Building Products Residential WndCode Doors M (16X7) FL1 5279.102 +37.0/-41.0 lost Sincerely, HUGT3 FL6223.3 Evaluation Report HGT3 FL10456.19 ESR-2613 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,arid 847 Single & Pairs of Doors FL11537.1 NIA (see inst sht) SIMPSON STRONG -TIE COMPANY INC. HUS210m2 FL17232.6 ESR-3445 HUS210-2 FL10856mR4 ESR-2549 HUS212-2 FL17232m6 ESR-3445 HUS212-2 FIL10856AI ESR-2549 2. WINDOWS N �e V v a --a � L/— /�� W Q O //''O� lye 0— � � fi^r'' f�e� }F W U }+ �e a�r� � �,/ C V cu `./ � "'` � 0 0 � L " O � C O Y,.. O 1 e ae•� � li ' ^ � O � � V � w � cn � ��r L �(}�`'(ao O ^ W � 1✓ 0 Florida Department of Business & Professional Regulation Budding Codes and Standards Page I 1=18 Product Approval Application Detail Florida Depert pent of Business & Professional Regulation Building Codes and Standards n0 Page / IMMIs Product Approval Application Detail Florida DepaRment of Business & Professional Regulation Budding Codes and Standards g Poe I +mrawa Product Approval Application Detail Florida Department of Business & Professional Regulation PNw 1 d2 Buildig Codes and Standards IlMIS Product Approval Application Detail FLJ204e1.a2 IYpt � � Emloutll.L1� Valldebdey y SlmmdYd l Amared I� Revision 2017 TMmw-Tru Corporation Rik Wright Lyndon F. Schmidt, P.E. Ryan J. Mail, P.E. 1011520i7 07/iZ=17 10118=17 12f1212017 CdWT. Exterior Door (419) 2WI740 PE43409 (e19)767$555 APprovad s116Cateaaly: SwIngmp Exterior Door Aeeembllas lkkvr®mvfikparlwltarde, ComplW m MNhod: Evaluation Report from a Com Florida Registered Alchtted or a Licensed Florida Professloml Engber FL*20"14t2 Products Quality .Asslssm! A rthe Approved for We broad Doom aw Product Dendodon Expbmilm Data I, HVHZ >?Jutside.HVIi littillasig PressureAW m 1 a. Thee-Tru RW-Cbselc sad Smooth-Ster Nominal 6$;Ki9;g BquatNo Ampsadquok Opaque 12rSI/2020 No Yes No NIA Conpce4o Edge Fbrglees 8Inpb Door (Inswingl0utelvep; X anfeuretbn) FLe2M l.M OgtlM E.ot&Lar go 20 Data paadim Ifs mm Version 1feDudemlo[ S � lblldeted by y S Amta3M1 ANSI Revision 2017 Thumi Tlu Corporation Ride Wright Lyndon F. Solu t, P.E. Ryon J. King, P.E. 12N32017 12/132017 12212017 Pending FBC Approve Cab": Exterior Doom (419) 2MI740 PE43409 (813) 76741666 SupGbgmy: Swinging Exterior Door Assemblies drkw@rabidpconeulumb. Comp1Wla MWwS Evaluation Report from a poor FloridaRegistered Flo Engineer teed a a Unarmed Florida F-J,g j ! E Bak go Eek..PJmdlm eta �rpM � n Coated ValidaWl as YItBIJtld SpalBSkd Aht�d Skaa Revision 2017 Themes-Tru Corporation Rick Wright Lyndon F. Schm tit P.E. Ryan J. King, P.E. 10H612017 07112/2D17 1011812017 12n2ft017 Approved Cale": Exterior Dogs (419) 288.1740 PE434W (813) 7874 M subcategory: Swinging Exterior Door Assemblies ddW@rwbid9comurterds., Gmplana Method: Evaluation Reportfmm a Com Florida Registered ArMaad or a leaned Floride Professional Engineer F1J204{t4YJ Products L1g Approved for kneed D,MekO Product Modal. Number or Nags Product OreriaHm Ite l M Outside HVM Rn p� 6 f. TMrmsTw Frbar-Claealo uW 8moom 0M -Star Nominal SAM'.8quot;Nompsouquot; Opaque 1213IMM No Yes No WA Composite Edge Fiberglass Single Door (InewingpuNwing; X con8puratiwl) Sect EBtmL or fits 20 Oak Panama gee �[ Y>f!!� �1d Ericsson & License VdkWM By YMlk mtl Duamdre$ Approved ims Revision 2017 Themes -Tor Corporation Rick Wright Lyndon F. Schmidt, P.E. Ryan J. Keg, P.E. 12I13f2017 12/1312017 12212017 Pending FSC Approval Cab": Exterior Doom (419) 286.1740 PE 4340B (1113) 76741656 Subcategory: Swinging Extum Dow Asex mbNee makw@mbi gwmullamb. ComplantoMNhod: Evaluation Report from a icons Professional Registered! ! pad or a Licensed Fkxkb FL.am4sl.Ns ji E EmIlb, or no go Rik anniDW& kmm Vree Ymla6 lleoahm[u Yvedokdd ®[ Yrmdeant Snt1m1(g1f Fac Approval Assl4]"d Revision 2D17 Therms-Tru Gryorodim Rik Wright Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 10/152017 W/12I2017 10118r2017 12I12,2017 Appmvetl ()ldegoq': Exterior Dom (41B)2B&1740 PE-1340g (813)7674555 SubGbgeeLr: 81vk1ab18 Exterior poor Assemblies ridnv�rwbWgoonNreanb. Complexes Method: Evaluation Report from a Care Florida Registered Arohlod a a Licensed Florida Professional Engineer FLe404514t2 Products Ou MAO - A,,-Wt,,U, A Ik� e bgig IlM � ProdretModsL Numhw ro NsmaanProduct Donaldson 20kauwdmomaa Slaw out" PARbum Pressure 0 L ThemM�Tm Fbr-0fewic d Snoa011 Star Nominal e$839;8 $quoI;No I1ped&quK G2D20 lued 12131No Yes No HIM ire Comps Edge FioergWa SIngfe Door� (InswingoterwIng; X mMiguretlon) PLIM0461403 � EDDaL9r rat l0 go 'Ore[ vusus idEBWma S LkU YM C Yed�d FOC B�Bd Answered ANN Revision 2017 Tbomm-TN Corporation Rick Wright Lyndon F. StlrmkiL P.E. Ryan J. pail, P.E. 12/132017 12/132017 1IM12017 Pending FSC Approval Category: Edsdor Doom (41g) 29&1740 PE-43409 (813) 787-e&% Subcategory: Swinging Exterior DoorAseemNes m sevenabldownNdWte. CorepLW Method: Evaluation Report from a can kmma Ld Archl ed a bo bed FloridaGbOaft FLepp4914til 11ti[ Y9tl� I 22111 EEngineersODaLnt YaiMated IN lak I� Ilnt! Revision 2017 T)enna-TV Corporation Rex WrightWr�M Lyndon F. SohmklL P.E. Ryan J. King, P.E. 10fiS2017 0711?/2017 10I182017 12M7/2017 Approved Category: Exterior Doors (419) 2911.1740 PE-43409 (813)7674M Subcategory: SwbgIng Exterior DarAseembites slam® abidg nsultams. Compliance Method: Evaluation Report from a COM Florida Registered Architect or a Licensed Florida Pmfnebml Engkmser MMU14M Prodi QuotasLA f10� 1�0 AM PmOdMoM Mruubrawme In HVHZ Oubt a.111fliZ RwisWt Plasmas Mn. TMrrm-Tru FbnCNukand Smooth -Stu Nominal 88d139;0 l4gvotNon4mpact&qud; Glazed 12/312020 No Yee No WA Campo$% Edge Fbrgbss Slagle Door (kewiglOdsxip; X owuegurafkm) FLam4e1.R2 � PmOBLi¢ Cek 1)!k l�k 11pe � EOgmaL%1 UUM JURISM F AaY� $tom Revision 2017 TMnm-Tru Corporation Rick Wright Lyndon F. SchWJA P.E. Ryan J. Khg, P.E. 12113IM17 12/1312017 12M=17 deg FSC Appo Category: Exterior Doom (419)298.1740 PE-43409 (813)787.OW ten Report Beam plies rickwonvhMgowmuemts. NWed: Swinging Exterior Door Florida RegbNred Aurhded or a LicmaW Florida FLe264e140 Products FL02DM4t3 Products Professional Engineer A291 ProductLlDdN.NumbrwNams 91MI&Aiumme A�for Use d�for In OrmM.INH2 use kno plWUNK !helm Pressure EffiE ProduetMedeLNuambrorNmro P Appl�Yfor Use At7�ffi�lJt� itut f la Him Rssktent 1t� Pam[t MA Holds IBMILAWIM $ol19Bt.Doloorhafloa A Ste! A�fwLi- IBM= 4aside.tm.K IMOM ) )� Pmwun PL00140140Produeb 1 a. Themb-Tru Fens-Clu* and Smooth -Star No in d 68M39;e &quoY,Non-brpact9quot Opaque 12131=1 Composite Edge FiberglassFiberglassSkgfe Door (Inswing/OutImloW, X configuration) No Yes No WA 6 f. Thom -Tor Fiber -Cheek and Smooth-Sbr Nominal 8WSA &quatNo4Mpaad$quoL Opaque 12/31=21 Composite Edge Fiberglass Single Door 9mw11WOutmvkg; X Configuration) No Yes No WA 9 L Therms -Tar Fiber-Claaele and SmoomStor Nominal 8d839;8 Suluotbion-Mtpact8quot; Gbzad 12I312021 Composite Conlpce6a Edge FbngWs Single Door (Irrwigloutewag; X oonfgumtbn) No Yea No N!A SM 14 n. Theme-Tru Fiber-Ceuk: and Smoo"tor ousts, Assurance, Nominal S&M:0&quotNm-Wpaddquot(ROM IMIM21 Composite Edge Fiberglass SingleDow Approved far Use App� for Use IIImMd OMMan Ba341rR Psmare No Yea No WA D"Mb.Qdkft ad (InngXJuutewing; X corn5gureWtlbn) Florida Department of Business & Professional Regulation Pepe, d, Building Codes and Standards 1/11=10 Florida Deparbrient of Business & Building g Codes and Starsnal Regulation �tl mis Product Approval Application Detail Product Approval Application Detail Florida Department of Business & Professional Regulation Papa +ter, Florida Department of Business & Professional Regulation Page 1 .11 Building Codes and Standards laws Building Codes and Standards 116 018 _ L M yeas m Mo Enm Or ContactEoaloeM S Lmwe Wadded off 20 !Lk Simmdtd oato � 20 PffiI.B�Mt A[nmxffi SkYM FMVn&PA ( zk 72pt !forks WD9fegam l:neb or &mast Emloml Validated By go goon Rik Din ParanaYvYdekd YWWAbd S1 IWcAl5trs11vl Amreyd Salaa Product Approval Application Detail Product Approval Application Detail Rwtsion 2017 Therms -Tor Corporation Category: Exterior Doom 8pa(Sam(pry: texmping Extererpoor Assemblies Complsnce MWmd, Coodloadorr Mark or Listing Rick Wright Nadoml Molestation $ Ryan J. King, P.E. (419) 298-1740 Management InsMute (813) 767-00 dtlnv®rvAkgoonsulbnts. oom 1=0=7 081212017 122210D17 Approved Revision 2017 Tho m -Tru Corporation Category:atog ryi Swinging SubCateOory: Swinging Exterior MorAseemblba grog Compliance Method: GrtiSssBon Mark or Lletip Rids Wright National Acaedb*. & Ryan J. VJng. P.E. (4/9) nsbMil0 Marnagmnpm InsMrm (613) 787 BS65 ddnw®rlvbld9ansu8anr. poor 122g2017 OB212tli7 1222/2017 Approved FJd]I6'1dS�t 011de 3Yp! version RwNbn 2017 Maggiflablus MI Windows, and oapro EDtnLB[ P,BSkxxuA.Lk—. Ytidilidall.B[ Bnnf 6isnger Luc Robade Lomas Sown M. lAictu, PE go OIL Validated $tlhmB4Q 08I7312017 08/11/2017 Oink EHScA9QtoYl1 A9Qmoul 08/15fJ017 10/102017 EYDM Approved PLiEliial2BA Odnte 11(82 Yffi!Iffi Revkbn 2017 tun MI Windows and Door EBSaLg 290= Emolhosar A Lhousse Validated By BnM Sxrgat Luc Robert Lomas Sown M. Uridm, PE � !�[ Data Pending fffia Ylldw.6 examined F.@&d Aoproved 4�M 081132017 08/112017 0811152017 t0I102017 Approved FLN5225.1114 Products FLI11152254114,Product,Cabgay: Exterior Doors (7M 385WW PE-62514 (7m 3174454 CabgW. Exterior poop (717)N"300 PE42514 (7M 317-8464 Sliding. Fxbrbr DowAeeemmbs bsNMW�m ted.cpr g Exed DowAoesmbBes beMng81�11A'Id.Corn Seat ProductMedm. xugbror Nero Approved far Use Approved J, HVHZ ,1)utJ�e.tBBli this 16momt l l mm PnxsNN .Seat ProbrtMedat. Number ter wins P ApsrovW for Use In HVHZ Z Finished Pressure Compliance Method FloridaoRegistered Anhked or a Uansed Florida pdmce Method: Evaluation Report from a Florida Registered rediAr ReglabM Amluitsd or a Licensed Ficdda o 1 a. &quotClassio-Cmae&quwt; and &qu Bencfmam by TMmm-TruBquat 818 and 8q Opaque and Gbzad Flbamptsaa Doorvdtil 12f312021 and without SWORN. Insamp and OubMng No Yes w WA 6 0. &quat;SmootilSWr&gwt and 8quotBanchmalk by Tnerma-TnuSquot 8m and 810 Opaque and GNmtl Fiberglass Dow with iN312021 and without SWORN. moving and Oubwirg No Yes No WA FLAM5332-ft Professional Engineer Products FL#IU32.R4 Pmdusta Professional Ergaeor Quality Aniamings, Approved for DOS Apwoyed forum broad Dolikin QUIMANSUIRROO Alextroved for Use Aparoved for Use Imam Rom Search cd6wa pffiil Product Model, Number or Nam Product Description -- Dan In Out"Z RMskanm pressurey Product Modal. Mummer a Home Producttleapdmbn In HVHZ Outside MVH2 Prouu nr 3 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM $Go REINFORCED OXO 12/312018 No w Yes No WA 4 SERIES 420 ALUMINUM $Go REINFORCED SERIES 420 ALUMINUM SGO REINFORCED OX. 12/312018 No Yes NO WA 145.3148qumtx96&qud; XO, XX 98&quotx96&quoh Florida DepaMlent of Business & Professional Regulation Pp. I oil Budding Codes and Standards ,%201a Florida Depafinent of Business & Professional Regulation Peg.1 d+ Buildig Codes and Standards IMMIa Florida De parbrtent of Business & Professional Regulation Paps l dI Building Codes and Standards 115=18 Florida Department of Business & Professional Regulation Papa+dt Building Codes and Standards 11600+e Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail PP(o pet Product Approval Application Detail "5279—_-` m— F At]SM4t4 — &a4s E !� � Item f� H2 IVI.85 220 EDSaL91 20 Rik Dole Pending 2WE Code BM YNW- mulad aw Erow or conwd Enekreor& Lmn.e Vanden! By Bak Otdt Yid aukm kd Dab POWIM tea t W A,,,,W Am@!d' AWH s114111 10M Vuslcm Lbnufwtuw E OW N Sit E Votideted by 20 go Dab PMCNM 21k Y Submitted PRO Approval Esser Same ion[ version Revision 2017 MadulattiRst Cl psy Building Produce Company Otmreet Enab� a LhVabdoWl Marc Westerfield Imertak Tooting Servicee NA, Gary P hol er Y.ad9rMd taminlditl I I29017 08110M17 PSCAgLmDyl Approved 12M2D17 Approved vmlae Revision 2017 Wmlf t ClopaY BuMIng Products Company content EB honer& i— v immw By Mack VYbsserfrkl Ialertss Testing SeMaa NA, Gary Pkwhbr YJ iwmw Subleased FRO A—d A,,,,v d AMR 112a2017 081102017 12AMM17 Approved Revision 2017 N Windows end Dona Cebgory: Exterior Doom Subcategory: S6atng Exterior Door Assemblies Compliance Evaluation Report irome Flores Registered Method; Evallu a s Lianaed m a Professional Enow Brent Shaper Luis Roberto Lomas Sloven M. Wall, PE (7M 36"M PE-62514 (717) 3174464 bsMnge0m" carat 08/132017 05/11/2017 M162017 10110=7 Approved Revision 2017 MI Windows and Doors Category: Exterior Daum SubCebgery: Sliding Oderiw Door Assemblies ComplWKe Moeued:. Evaluation Report Ilom a FloridaRegfetered Arahled or a licensed Fiona PIolBtsioml ErgInser areal 8112nger, Luis Robric Lomas Sown M. Union, PE (717) 3653300 PE-62614 (717) 317.8454 bMngor®nawd.Com M13IM17 MI12017 Miami? 10110=17 Approved PIA11527245 Dory: Exterior Doom Subcategory: Sodbmi Exterior Door Assemblies comWfereaMWad: Certification Mark or Lratkg Products (513) 7704)082 Ino. (513) 51941585 mnveoNdbM®dOpaY cons Apawed fa Use aBm:E DB&Ion 114.#11112711allill Products Category: Exterior Doors SnbCategory: Sectional Exterior Dow AassMfese brass Method: Certification Mae or Lfetlng (513) 77P6082 Inc. (513) 51 gem rmeeebmeaM@gopay.cem.IN 9Yetlald� Aaerwed for Use Approved for Use .(regg gNam � — CIO FLf15332-RA Produce; FLi15S32it411'redueb DMat Prommt MCNLNun,1--N— PCB ALE& 1, HVHZ l lim .i assumed Press— AMR& Sr�4tE In HVHZ OUWkb HVHZ RdINMsnt P3aM Jm ANA Produd Modal, Number a wore Alsomdjottli ll Approved In HIRE oubwe for the la a ll !ate g9!!m PTA@&" Dtat Product Model. Number: or Nam Anoroved for Use gnsilld In Outside lhf�.nt Design pressure 37 037 V&011 PAN-2F151: 64A, K 73, 75, 1Bad, led, 76, 76V. 4RST, 4RSF, SRST, SRSF, 2RST, 48, 42, W, 488, 42S, 569, Goss. GD&W. GRSS, GR5SV, ARSE, AR5SV, Steel Pan (min. 25 ga.) Skigb-Car (up to WT wide) 05212028 WINDCODEV174; We Go" Door No Yea No -30 PSFI-32 PSF 53 063 W&16 PAN-2F153. MA, 94, 73, 75, 1500, 190, 4RST, 4RSF, SRST, SRSF, 48, 42, 55, 488, 428, SSS, Goss, GD5SV, GR5S, GR5SV, ARSS, ARSSV, ED5S, Eo53V Sena Pan (min. 25 ga.) Doube-Car (Wr to ISV 0&212028 web) WWNDCODE80174; W5 Gaps Door No Yes NO a31) PSFI-30 PSF 1 SERIES 420 ALUMINUM SGO SERIES 420 ALUMINUM SOD OXO IV312018 145-3/45quorr80&gwt NON4MNFORCED No Yea No WA 2 SERIES 42DALUMINUM SGO SERIES 420 ALUMINUM SOD OX, XO, XX izaim18 9B8quotx80&quot NON -REINFORCED No Yes No WA EDSS, ED5SV O Florida Department of Business & Professional Regulation eg Buiidi Codes and Standards n9 Prga 1 d 1 il&l01a Florida Department Of BUSInBes &Professional Regulation Building Codes and Standards P.pa 1 d i ,/vJo1a Florida Department of Business & Professional Regulation Building Codex arKl Standards Pp.1 a 1 1ISt20ia Florida Department Of Business Professional Regulation Building Codes and Standards Poplar le ,1wm,a � a as Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail ) l F1E115374t, l raft 7vp! YarekB R.WIM 2017 IIkBImrAlrer MI Windows and Dove Category: Exterior Doom aubCals": Sliding Exterior DowAseemb8n Owes- po MO d-.Evokotion Reportfrom s Florida R09WWW Ardrbeat or a Licensed Florida Ia m= � [npkrer&Llrwur ValhtabdM Brant SMrger Luis Roberto Lomas Steven M. Urkh, PE (717) 36541300 PE- 2514 (717) 3174454 baMperandwd.am 2ta 21k Yauded Hdmm�d 081132017 08111=17 Dab peadifter go F9CAomlrel Aagraml 08/152017 101102017 Soma Approved gods SYss Ymla6 RwWm 2017 l�uf m— PGT Industries Subateg Fxbdor Doom Subcategory! Sliding Exterior DoorAssambibs Compliance NWued: CaNecetionu Mark w Liking &OW ter cooled EBiximouSLk— v imm a, Dean Rumk kNam4Dade 8000 -CER MkNa-Dade SCCO - VAL (94t)488.0100 (786)3152690 tlmark@pptMduevios.com 21k 20 , fie Yield t d Drmrel! oil PROAaaaltd A[msMO 12202017 11282017 12262017 tReaa Approved 2W IYa4 � ReVMM 2D17 CURRIES Division dAADG, Ina category: Exterior Doom SubCategorry; Exterior Door Components Complhna MWwd: Grtl6abm Merle or L la111a EDmr at Enabrw&tlrenas Yen dwav Dodicoove UL LLC Ted Mmrn, PE (641) 494-2844 (306) e$84707 deva.dedl an cQeseeabioy.a go !last YaDds� Sybml1� t i1302017 102SM17 Dab Pension 20 Aamsd 12/0612017 Dlfas Approved 2011 ]Yss Ymlan Revision 2017 MeB reL MI WWldows and Doom Category: Windows 8a Sin Hu '� � p Compliance Method: GmBcetlon Mam or LfeBng Enft Or �d EDalrearAL1 Vatmss.d by Bngt Stanger Amerlan Amh9ecaml Sown M. Union, PE (7M 3eS-VW Manufacturers Association (717) 317-6454 teSLnger�rmwd.Com lBla ftk l3om perAm 201 VmgdNffi Du9r NW P�mMt Aamlred 12292D17 12/132017 Valkbted Professional Ell~ FLA2514U2 Pmdut, FLy116374t7 Pr Wuda FL"49B4U Products Sge Preduel Modal. Number demo GuoMte Aaumn a P al.E>! Approved forum Approved for Use based In HVHZ � llyli2 ResistantsWA RiftGuests Sggt ProbctKWal.Member OrNams An P19>hre�tlSl- Aperwed for Use Approved in HVHZ for um' assssE HVHZ BONO �1a6 Ptfevare $eat er(for Use. ADwtlfw Uaa la" poolon Approved m 1.HvNz RSkknt PJSMm Awl 5 Product Modal. 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V. 251.10 U) Florida DepaMleirt of Business & Professional Regulation Page t d l Florida Department of Business & Professional Regulation Page l al l 0 W Building Codes and Standards 115201a Building Codes and Standards ,r52o,e Florida Department of Business &Professional Regulation Building Codes and Standards P.g. i d, 1162018 Florida Department Of Business &Professional Regulation Building Codes and Standards Pp.1 or Irmis Product Approval Application Detail Product Approval Application Detail Product Approval Application Details Product Approval Application Detail �+ r� g F Smw DMICeMl4n 1kBYkMtYaC EremLa !fit VogdmW Otte lilt Yllfdea0 Dllaredtld J> Aaala2d SJma Sank IYII! YlfMlfm 11eBYteaautt En9[ Saresst EnalslnserslJseura Ii:lldekdlt .. ?ehl !tit tt Mm ltek YemMd Slmal�! 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PA 1.3 Florida Department of Business 8 Professional Regulation Peg., a 1 Fl Boston Clftft Department of Business &Professional Regulation Peg. t a + Florida Department of Business B Professional RegulatioFlorida Department of Business & CIO CX Professional Engineer Professional Engineer Fla77a64R1 Pradreh onN Engineer /La]aalRi7 PrConkadffxokwdmDab outside gwdmLammm Ac,,Vd for use Approved For Use guabLAUUMM oducts AM& Cn CU b CLoDw Assurance �i ProGralMabl. Umber or l/arContact aspiration Dab lm hvmz m P eQa[slrad.k[.Lim AalimtfriiikcltResistant pnoesure u ltitpaat 1Ld■ Appraind for Us, Oubdift HVHZ A�.for .l7g � �■ lmwal E�[mraA.k[.uaa Ap�m(fslfor Use I� gal■ OLWIN A-- tLkitletllalb fit! Product Model. Number or Narm IIL!!mL iJlalllQ Product Model, NumMrallarProduct Dowdotion Contact Expiration Dods, m Approved for go Aaer,evrl Yerlbs Product Description Cbnk" EohWJ*n Date jp,� Q-jprjJj pressure spa Prod,ratModel, csearch Cdhmb Search CIRWI, tor pigs OtAlt/2023 yes Pressure gjyk BaYhL♦a ■4 � ILk.PlOtll■ !Lk � �g lLg g� g� eoae ErkIN pf p�lg gD[g Date Pendlna Date 78 26 Ga. GuhPBR Min 26 Ga. OUIfPBR Roof Panel guar 1x4 Wood 04/122024 Yes Yes N/A D