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Home My WebLink About3232 Kresterbrooke Ln3232 IJJ INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 ROOF FRAMING PLAN 8 LINTEL DETAILS SN STRUCTURAL NOTES SN1 DETAILS ABBREVIATIONS S3S STEM DETAILS S4 DETAILS AB or A.B. Anchor Bolt FIX or FXD Fixed RA or RIA or R.A. ReturnAir S5 DETAILS ABV or Abv. Above FLR or Mr. Floor RAG or Rag. Return Air Grill AC or A/C Air -Conditioner ADJ or ADJ. Adjustable FLR SYS or Fir Sys FOM or F.O.M. Floor System Face Of Masonry RAD or Rad. REC or Rec. Radius Recessed SS RETROFIT DETAILS D1 SECTIONS & DETAILS AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace RECEPT Receptacle AHU or A.H.U. Air Handler Unit ALTorALT. Alternate FR DR FRT French Door Front REF or Ref. REINF Refrigerator Reinforcing Wp WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS Be Base Cabinet FT or Ft. Foot/ Feet READ or Req'd. Required BF B'Ifold Door BK SH or Bk Sh BookShelf FTG or Ftg. GALV or Galy. Footing Galvanized RM or Rm. RND or Rnd. Room Round PA1.1 PRODUCT APPROVAL NUMBERS BLK or BLK. Block BLW or BLW. Below GC or G.C. GFI or G.F.I. General Contractor Ground Fault Interrupter RO or R.O. RS or R/S or R&S Rough Opening Rod and Shelf PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS BM or Bm. Beam GT or G.T. Girder Truss SO or SO. Smoke Detector BOT or Bot. Bottom GYP BD or Gyp. Bd. Gypsum Board SQ FT or SF or S.F. Square Foot (feet) BP or B.P. Bypass (door) BRG or BRG. Bearing HB HDR or Hdr. Hose Bibb Header SGD SH or Sh. Sliding Glass Door Shelves C Carpet HGT or Hgt. Height SHWR or Shwr. Shower CAB Cabinet HH or H.H. Hand Held (plumbing faucet) SHT Sheet CIR or Cir. Circle CJ or Control Joint HORIZ Horizontal Hard Surface (flooring) SL or S.L. SPF or S.P.F. Side Lights Spruce Pine Fir 11 F1 or r C Clg. CLG Ceiling IL ILO In Lieu Of SPECS or SPECS. Specifications F71 M M IF77 FE:11 FE11 [1 Ll CMU Concrete Masonry Unit COFF or Coffered or Tray Ceiling INSUL or Insul. INT or Insulation Interior SQ or Sq. S Square Storage COL or Col.ol. Column KIWALL or KlWall Kneewall SW or S.W. Shear Wall COMM or Comm. Community COMP or Comp. Compressor KS or K.S. LAUN orLaundry Knee Space SYP or S.Y.P. TB Southern Yellow Pine Towel Bar ❑ ❑ ❑ ❑ ■ ❑ ❑ ❑ CONN or CONN. Connection L LAV or ay.v. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile D or D. Dryer LF or L.F. LL Linear Ft. Lintel Length THIKN or Thik'n. TOB or T.O.B. Thicken Top of Block �1—El El Ell LEJ LEA DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MGT Management (room) TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAS or Mas. Masonry TP Toilet Paper Holder DEC or Dec. Decorative MAX or Max Maximum TR Towel Ring DED or Ded. Dedicated (outlet) MC Medicine Cabinet TRANS WOW or Trans. Transom Window DIA or Dia. Diameter MFR or Mfr. Manufacturer TYP or Typ. Typical o, o DISP or Disp. Disposal DIST or Dist. Distance MW or MICRO or Micro. MIN or Min Microwave Minimum UC or u.c. UCL Under Counter Under Cabinet Lighting o oDVP DMF Decorative Masonry Finish DS or D.S. Drawer Stack DTL Detail DV or D.V. Dryer Vent or D.V.P. Diverter Valve (plumbing) DW or D.W. Dishwasher EA or Ea. Each EW or E.W. Each Way MIR or Mir. ML or M.L. MONO or Mono NTS or N.T.S. OE or O.E. OPNG or Opn'g. OPT or Opt. PC Mirror Microlam Monolithic Not to Scale Owner's Entry Opening Optional Pull Chain UNO or U.N.O. V or v. VB VERT or Vert. VL orV.L. VTR W or w W/ or w/ Unless Noted Otherwise Valve (shower or tub/shower) Vanity Base Vertical Versalam Vent through Roof Washer With ELEC or Elec. Electrical PED or Ped. Pedestal WC or W/C or W.C. Water Closet (toilet) iv ELEV or Elev. Elevation EQ Equal PH PKT or Pkt. Phone Pocket (Door) WA or W.A. Wedge WD or Wd Anchor Wood °O E-3 EXT or Ext. Exterior EXP or Exp. Expansion PL or P.L. PLF Parallam Pounds per linear foot WOW HDR or WOW. HDR. WH or W.H. Window Header Water Heater Q LO FBC Florida Building Code FDN or Fdn. Foundation FXD GL Fixed Glass PLT HT or Pit. Ht. PLNT SHLF or Pit. Sh. PSF Plate Height Plant Shelf Pounds per square foot We or W.I.C. WM or W.M. WP Walk-in Closet Wall Mounted (plumbing fixture) Water Proof(ing) FG Fiberglass (Shower Pan) PT or P.T. Pressure Treated WS Water Softener FIN Finished PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) ca FIN FLR or FF or Fin. Fir, Finished Floor PWDR or Pwd. Powder Room co 0 REVISIONS J 08-20-15 1.00 NEW BASE PLAN I 00 12-8-15 2.00 FRAME -WALK REVISIONS 12-28-17 3.00 2017 FBC UPDATES MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES o 00 j a ALLv0F MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES �S I� IRtCA r�,iL� � ~ � R€VA[LING .. NATI®PHIAL EL=CT n,,jr L� r CITY OF ' AND THE C HY[" THIS DRAWING AND DESIGN IS VALID ORDINANCES ,�� W FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES o Z Ev OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed r .o a Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not c responsible for any plan errors, omissions,or misinterpretations o 1551 undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our 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. Payments will be made in accordance to the terms of the agreement. UV z_co 0 zto z a 13 V) 0 � w •U — O Lu r— o U co Ca �� m N W 0 M c` ) Co '�O M O o 0 U � �LL00 5 o � ¢ rn 8.v rn ¢ d Al I B D® N C B D C '�v [17 N N o Z m 2 g � Z C' �iN., ooz w z U) J w Cn n LLig W ,ai�so? r ® VW.FDS .0 C� a« L) ' r bi . • • C1G ZZ 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 0Z z<a Weir Uzoo - Z {Eno T Z 0 J a LUco O N L LJ W M, O 01, L. LLJ _ Z Z } Z Z Z .� Q CL LU > O o U. = \./ �LU W 000 < L0 <<�� z W = a lo J Lr) Lli z LU v gam N Q Z �Q z <Z o 92 m 06 Z 2 J Z < E U o GALE : AS NOTED DATE : 4/11 /2018 TECH: MJAM ES VERSION NO. 10 0 SHEET NO. C S C c d ir., a LO o' 00 0 J ►A M. tv Q a0 (11 A S3 TYP @ 1 STORY O 25-SH I O' BE7GLA• M� SPAD P ROUND N LO IBERGLAS UR�jC��1NC 10 4„ 10' 5" 2 b 0 ^M LO A Q TILE A. SHOWER ' `r' TL Ro rn O N A In N r OWNER'S LINENC BEDROOM 3 BEDROOM 2 r 4TN SUITE 00 I 16" DEEP C11 8'-0" CLG. 8'-0" CLG. lit8'-0" _ CLG. N I _ CARPET 1 CARPET CARPET 3,-32" 8 I s, o„ 2, 4„ 4, 2„ 3, „ s'-o4„ '- (4) 2x4 #2 SYP STUDS 26SQ W • I .C. ( od 2668 2668 rA S3 3 I LISP HTT4 @ BASE ( AHU 8'-0" CLG. 4068 B.F. C71 4068 B.F. TYP @ 1 STORY TYP 1 STORY TWI `V CARPET I o w 166 w R&S o R&S €� R&S Lnio Z 5'-8' 10" 4'-0" 1 -' '- -_ -_ -_ -_ - Et 20 8 H DR AT T-4' I G I I S3 i 1 (4) 2x4 #2 SYP STUDS FOYER 0 TILE 171) I 1 16'-2' LO 1 8'-62„ 1„ W/ USP HTT4 @ BASE '-104 6'-8" 9'-6" CLG. " A 3 O T-4g-" 1 5 7g' M 00 CAFE 3068 d K CD O 00 VAULT. CLGI j S3 o I II"D'W' I ' j PATIO CARPET I j ----------- '- �t � BUILDER TO PROVIDE APPLIANCE G.T. q I I I i IL--J I N W.H. PROTECTION WHEN CC r ------ - - - - S3 D I I i I REQUIRED PER FBC 1 1 I I 0 > 4'-0" 2:12 SLOPES I - I T 1 i El I cn O 2'-6" - I S3 C14 I ENTRY Y Z< CEILING ' I co I °a s� 1 0 La 1 X � 4 I 1�r a CA I I i' I 8'-0" CLG. I 1' _4? 1. K 1 I I 9'-6'CL . N i _�IW C _J M 2,16„ S3 20'-04" I 2, 2„ -I- _j ri II 0 I 0 1 1 1 I AN RY = W a EDGE OF SLAB 2" I Q BEYOND WALL I = I I I I O o CD o _ _ - � � I 1 /%------- OPT. w REF. CO T I o I I A LO ce)�� ' N 16" DEEP DRYER VENT m 2 CAR GARAGE I " I THRU WALL I T I � FAMILY R M - -- - HANSON BOX $�-o" CLG. 1 1 I I I o 15'-02„ - , 8„ @ 36" A.F.F. 20'-0q„ I 178,d i CARPET - 0 I (L N I I I I I I i� 00 � ? D S3 I I t I I - Nw ► N 0 L - - - - - - - - - - - - I 286 TILE 2868 o /� CV A S3 TYP @ 1 STORY HEADER SCHEDULE MARK HEADER SIZE REMARKS F(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 (2) - 1 3/4" X 9 1/4" H6 LVL 2.0E Fb=2600 PSI H7 (2) - 1 314" X 16" LVL 2.0E Fb=2600 PSI H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED " SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 J X 25" S.H. 13 20X38� 184X371 S.H. 14 20 X 50 j 18 j X 50 S.H. 15 20 X 63 18 4 X 621 S.H. 16 20 X 72 18 � X 71 � S.H. 432 27 1/4 X 26 26 X 25 S.H. 433 27 1/4 X 38 j N/A S.H. 434 27 4 X 50 i N/A S.H. j $3 N/A 26 x 37 S.H. 434 N/A 26 x 50 S.H. 435 27 4 X 63 26 X 62 1/2 S.H. 436 27 j X 72 26 X 71 1/2 S.H. 22 37 j X 26 36 4 X 25 1/2 S.H. 23 37 j X 38 j 36 4 X 37 3/4 S.H. 24 37 j X 50 j 36 4 X 50 S.H. 25 37 X 63 36 X 62 1!2 S.H. 26 37 1 X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 J X 25 j S.H. 33 54 X 38 � 52 � X 37 � S.H. 34 54 X 501 52 J X 50 S.H. 35 54 X 63 52 4 X 62 4 S.H. 36 54 X 72 52 J X 714 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 flr. per FBCR G2408.2, Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" OA +29.7 / -30.8 © +29.7 / -39.2 +28.3 / -30.8 �D +28.3 / -36.4 O +26.6 / -28.0 �F +26.6 / -32.2 GO SEE SN SHEET OH SEE SN SHEET OW14OMPH 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 [1111111111111111MASONRY 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 11A1"I 1ST FLOOR LIVING AREA 1555 LIVING TOTAL 1555 GARAGE FRONT ENTRY TOTALAREA 408 45 2008 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED UI (M 0 - o Z N Z Q z to 0 � w C6 .O L o �V Ca U � � [O N W �� M M 0 N -0 M O O N 00 U 0 5 - coo U) n Q rn o v 0 rn Q d B D• N yy O N Na z Z W _z Iwo J3 W - ss�� 11 Ilfl `w Z�4 ° r .tb&NG.00�3 a V°°° 'A�� ✓�� aR O c j` To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 0z LU za w<Ce U z OU O o0W= z z Zo�w a m Q J 8 �o U W LL N 0] � Q �- z z a al. e'1 O �� lL o CJ) U J °oo L / wi�ma N L / o aQ ugo z z I\ 1� A¢ Z< d' ~Qid9&_ z r-i Yo�zP a 2 L. w J I.n r-1 tit = Z ��w� g�� N N Q Q Z Paz z z Foy m O 0o g LU = a Z rn r-1 a to o SCALE : AS NOTED DATE : 4/11/2018 TECH: MJAMES VERSION NO. 10 SHEET NO. 1.0 - - - - Ilu I I l.l, L:1171iI .T :1i' I Tel - 8'-0" 2'-834' 3.-0" 8'-5" MIRROR MIRROR k- ------ 0- 9 60 9 9 60 -Fr 9 0 9 0 41 0 0 BATH 2 OWNER'S BATHROOM co 00 IN 01 6-0" 40 8--54' op C'4 cD 00 < Lj F7 T3 9 E? t2 Lj HOOD -v co C) 9 (0 0) 0) co DW Oo N in, OPT. REF RANGE DD CL KITCHEN ISLAND KITCHEN KITCHEN E 1.2 0 (D E E2 O (D INTERIOR ELEVATIONS SCALE: 1/2".=1'-0'1 U') W — 0C' (D t� z C —/> LU 0 LLJ V) E C) Co r-- N LLJ E 00 a) C" C' Co -20 C" 16 H- W, LY 8 CCO co 6 ca ' -v- FZ 0 0, " rL (=> U.) AI w N C B D C 'Lou 6 Z IX A LU F LU -0-. 0 C3 ' alrolk)0/1 < .......... WWW.F0$FNQC0N� 0 0 F E 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 61h Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 0 Z Cr zg z ¢ cl: LU W UZ00 U C-) 5P z LU U U) n Uj Z 0.2 x ' L Co 0 2 0 N< U 10 Ln LLJ C) z 0z U ZZ cc 0 U-) D LL— LU z z . Lr) 18 0 Lr) Xs Zaz LL, < < z =0, 2 Z LU Lr) Lij C'2 t -0 - 8 Z V-1 , , LU a i 910 r-4 N< Q z LL LU W z z t—U < C) �Q 0 M 0 z Uj < rn T.-A 1131- (All SCALE AS NOTED DATE 4/11/2018 TECH: MJAMES VERSION No' 10 SHEET NO. 2.0 I c a� v x 00 00 0 0 CV 00 I i it v x cm co O O J 02 O 00 CD co 00 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M.------ HDR HGT. F.FL. 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 1" x 9" SMOOTH TEXTURED HEAD/BAND TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) Ell 17� 1:1 FE-1 D ED [7 F1 7�:] M E I D IF -71 E I 12 5� 4' RIDGE VENT c r` ------ T.O.M. -------_HDRHGT -- - I O 00 ip io 1" x 7" SMOOTH TEXTURED SILL / BAND --------F.FL. "!7_14 — — — — — — — — — — 12 ;Z:::�]5 i - - - - - - - - - - - - --- -- - - - - - - - -- - - T-0" i I I I TEXTURED CEMENTICIOUS FINISH ON C.M.U. 2'-0" FRONT ELEVATION - Al RIGHT ELEVATION - Al SCALE: 1 /4"= V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water-Resisitive Barriers. Water-resisitive 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 (paperbacked 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 contructions 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 I LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SO. FT. (D V zM 0 —o z z a U) z Ln cD � w •V — Ow 01- o �� Mr— U �� m N W U a, M m M N 'a M _ O o 0 U co a) o ¢ ,_LL00 5 o cv CO o- O 0)Lo �v rn ¢ d B D® N�C� wYa6 r N �O N H ad z �N U) Z W Z � z .� c � s � � o w w W Q LU dasr: a ":L- O Y7 o�N 'Rt, • ; CD 'W$NW\. DSEJ d , ;? O F ltitll To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 0Z II wo z a fF z w¢Y� oo8° 0 Z LUU Q 2,wZ LJ Wo� u U w N / t]] O Zo LU f Z U) 0 a w U _ �.� �J Q . µop Z n z m Lr) Cr oo< z z� J 1'-1 LL w a Lu < Z Z ri LLo�E x � 0 J In T-I t� Q Lij Z C w w 8 = F Y V $W° N dam" Z Z W a o �1 ca O r co g LU = Z ` LU rn r-+ a cn o SCALE : AS NOTED DATE : 4/11 /2018 TECH: MJAMES VERSION NO. 10 SHEET NO. 3.1 TJFTU7a Id 11 lu�ii off 12 5� 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS --------------------- TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP. ) 12 �5 €XTE-NDE-D-- -- --------------- OVERHANG TO BE CENTERED ON DOOR T.O.M. HDR HGT 0 bo r; -----------------------------------------------F.FL. REAR ELEVATION - Al SCALE: 1 /4"=1'-0" 3 c N v v _ cn CD 0 N nk LO 4' RIDGE VENT 12 � 5 19' RIDGE VENT ILD 0 12 0 5O d 3 TAB SHINGLES. ROOF 001 INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. v _ i v+ TEXTURED TEXTURED CEMENTICIOUS CEMENTICIOUS 2'-0" FINISH ON C.M.U. FINISH ON C.M.U. i (TYP.) (TYP.) o v 50 1.2 LZ E 0 F. FL. -- ---- --------------------------------------- ------------ C" 0 U 0 -3 U CIL- U U .o a 0 W LEFT- ELEVATION - Al SCALE: 1 /4"=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ 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-Resisitive Barriers. Water-resisitive 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 (paperbacked 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 contructions 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. UI �_ Z M 0 — o zCD a 13 U, zClV) (D r6 n �V — O LL Tu ZD r o C) m �r- N LLJ pE — N M D) M CT-0 M _ U O o 0 \/ L LL. W 5 Un Co o Q rn a o Ln g- v rn ¢ o A B D® N C B•D C N N .w OO v� N O N �" (� N O LU Z z Z W d q C a U) r �-�.s w w = a LU g7 " a w � UJ C,Z55 FO FD .CO C9 .o .Ci. "J gip. qa • y' ay ZZ V t-FS (V +e� I,c( tiva To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 4600 W. Cypress St, Suite 200 ( Tampa, FL 33607 www.LennarTampa.com oz O Wo z Oooaaa uu¢�� U400 z U Z p O W W J w 02 0o u_ 0 W "o —J z z L„ L1J > o �z N o O a J W Q O p Z ¢S o HI J s W � WOma 1 5zzQ� 80.0 z Z ^ LU -J Ll) r-I Lu 6i F z OW g�,, z � W Z in 1z m O oo Z 2 J N < rn ,--I a cn o SCALE : AS NOTED DATE : 4/11 /2018 TECH: MJAMES VERSION NO. 10 SHEET NO. 3.2 I - — l II IhJil li iV,h�iLiall�lllditi1t. ,9AM n w 2" 1" iv N 2" N oo - `D 1" VARIES *NOTE: FOAM TO BE USED ONLY WHEN ^ REQUIRED BY COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES 2" BUILT W/ STUCCO. EDGE OF OPENING 1'-10" =,N ^ �' _ 12' CAP 1" RADIUS 3 1/2" RADIUS 1/2" RADIUS 3/4" RADIUS 1/2" RADIUSI 111 4" VARIES VARIES �'' _ MIS raa SIN CAP - tO 1 1 1'-0" V_4" 0 `� iv 22,r 1. 1z" VARIES VARIES rIN 1„ 1'-4" 1rr 1 1/2" RADIUS T 4" 3'" 3" 4 4 cNV � rl� f T� 1 rr 1 rr 3,17 4- N � WN 3" SIN T 3„ 4 4 2" T mo VARIES 12 ' ,,, ,,, 2 z M 32" 11" 32' 1, 8„ 2 1/2" RADIUS BASE T CD iV BASE rM 4 I fN I I 12 *NOTE: VARIES 8" 2'1 3„ FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE BUILT W/ STUCCO. OPENING VARIES EDGE OF OPENING a 2� �'N 6 1" 1'-4" 1" 2d" • ' 10" ro 0 CV 1-1/2" THICK 1-1/2" THICK ^M 21 rr 4 � 10" 6" CV "IV IN r� 81 �a 4" 2 I N 2rr Orr 3rr 6„ 2„ 2„ iv IN 11 W tr W_ ri 1-1/2" THICK 32' 24, =a SIN M 2'-4' ,�-� 52' 51" 4 1 r 4„ 3„ a 1" VARIES VARIES 2' w 22" VARIES VARIES 4„ 8„ c.t i iv I co cD i Rs., cfl ,►� _} ri 3z 3.. Q1 irk Qjry 2' 4a' QQ' _ KEYSTONE F11 b OPTIONAL 4" GARAGE DR. OPENING _ KEYSTONE F11 00 OPTIONAL 3„ 3„ 4" 3" a 4" WINDOW OPENING 4" 4" NOTE: • INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 6" 4" Rq r„ d 4 2 VARIES NOTE: • FIN. TO HAVE TRADITIONAL LOOK & • FOAM/SMOOTH EPS MATERIAL IS ACCEPTED 1'-63" 1 4 4 4'FINISH 1 2" 53„ 4 2, i,r11" 1,_ii„ 53, 2 4' f2" CO 00 1 'v -8" 4„ T_Orr 4„ 10„ 1'4" 101r o N r- Ik iv - N N o N ='-7N c? O MMr 1„ � z I—L GENERAL NOTES: M � �1� - • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH V z M 0 — o z Q Lj U) z C: V) U (D cry i--J w "V w OLU O h— �� o Co 04 w E MM M N M _ -00 O O N `rti/-14 L LL 00 cu Q rn O- O � gyv M Q o A 1 B D® N C B D C N N .w O bn N oo YI 2 Z W MN�Z z U) � � W a W V > a Z C N 4 Q C N �5LL z■� m or—� W Z 7-m rn Q NQM W O U O WWW.FDSENG.COM ❑ C 0 CV 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com €0Z 3� Lu za fa wz° (L �z00 ZLu � J �ow� J aw�� f— W LL N �O W oLLJ L Q Zo r U C Z rN O �¢ V = J W µ°Oo U 2: 0 W �8: N J T zz uwQ Lu n/ Q Q C W LL K ° Z r-j zd2� Q LL Z Z Qz N � ZZ �Ln O8 � 06 J LUU J V)m ¢ f ,-a 1 a ul o SCALE : AS NOTED DATE : 4/11/2018 TECH: M)AM ES VERSION NO' 10 SHEET NO. F1 C2 :WE t2 00 E 0 0 0 0 U J ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. POWER CO. INTERSY BON TERMINATIOIS NEC 14, 250.94 J 200A INDOOR PANEL CENTER CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. opper to lights & outlets opper to 20 amp ckts copper to WH copper to Dryer t Alu --------------------------------------------- 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' if 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 I FqF DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET 1451. DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT } FLUORESCENT LIGHT FIXTURE O EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) 9 PUSH BUTTON SWITCH (OPTIONAL) F9 PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) © TELEVISION (OPTIONAL) © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT M ELECTRIC METER owl ELECTRIC PANEL DISCONNECT SWITCH SPEAKER (OPTIONAL) ^®^ l ROUGH -IN FOR OPT. CEILING FAN </1> CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN 69 (1) PHONE LINE, (1) DATA PORT H.B. AC PAD iVF o► _ - R0616 =11V F9RVP / wP PT. CLG. FAN/ - / GFI I ROUGH -IN FOR LIGHT PRE -WIRE OPT. CLG. FAN/12 ROUGH -IN FOR DISC. I LIGHT PRE -WIRE OPT. CLG. FAN/ /� \ N E R S / LIGHT PRE -WIRE G RECEPT I BEDROOM 3 \ BEDROOM 2 IT FOR I ALARM SYSTEM I � 1 I �I S.D. S.D. S.D. AH Vn.I:C. IIL C.MO — — — — — rj WIPdb -A qP GFI - I — — i WP �' ! FOYER— � GFI DEDICATED RECEPTACLE / M I I CAE I � FOR MICROWAVE RANGE / ,� HOOD PER SPECS — 3 3 3 GFI lr--- ,----------- 17 PATIO �---------- I III D.w I I l I I GFI @ 44" A.F.F. -- I I W.H.. I I I kFI o Y � 11 � ' I I ' ENTRY I I j 11/ I I Ii I�wI I I I I I I 11 I I I I �o �$ I I I I U.C. SWITCH /-' I I: I I I I FOR DISPOSAL L- F L- 11-jQU\ I I I GFI @ / w �I I I / 44" U GARAGE I I ( — A.F.F. / W I DOOR I I 1' �� - r---- -_ � OPT. - 0 LIJ a 4I GFI I I Q I II ROUGH -IN FOR --REF _-�-GF i�6/ LLIIGHT PRE-W R,2,-CARE / ,2,-CAR GAR U E I I I I I FAMILY P�lll / GF I — i � OPT. OPT. D I I I • I I I I I I i ice/ I _ VERIFY LOCATION L -IRRIGATIONH I I i �, u I � i i ELECTRICAL PANEL CFI @ 44" A.F.F. VERIFY METER H.B. LOCATION WITH BUILDER MAIN FLOOR ELECTRICAL PLANT rn ?� M cD O Z co aQ Q (n z U //L�n� 'W w �V — Ow V 2 t- U 0 c:) m N W N M rT M M _ U c u � O oN U _o � - co Y 40, Y � av � AQ o A 1 B D. N C H D C so Nlo � O v M m § Z W` N � Z z +� 1— �� c a LL o'er W w W `" ° w _ W > o�LL o a Z -a05M4 zz CG �wm u LLVlmo Z H�� a Nam A W ) O v V O Li Li WWW.FDSENG.COM 0 N rn 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 0o wo z a Z Q z w a- u�oo J 0-1aw Z�Z� J z Ua�J Q UIS UW N 6] o Ln L I— z zuu gz �\ LU LJ� r a ::j w O O ! o 0zo J Z_Uro'oR: z Q �o� $?�o Z Z rl 111aot� J ¢w8� z Q 2: Z uu $�o N Z JZ8 m oo Z g U = n Jz o ` Z 1`71O ,-r 1 a V) o SCALE : AS NOTED DATE : 4/11 /2018 TECH: MJAMES VERSION N0. 10 0 SHEET NO. 4.0 tR 6 2 0 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 Sede ventilation vented be provided Ventilation Ventilation (See Elev) required needed required soffit by upper needed ventilators Main 23.00000 1.000000 Floor 2008 1928 275 964 69 482 0 483.0 345.0 138.0 (Zone 1) **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN SCALE: %4'=V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water-Resisitive Barriers. Water-resisitive 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 (paperbacked 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 contructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 11150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. **CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. } C4 �_ Z co —o z. t/) 0 w 1'� Q ' u O W N i� U ti o0 m N W oa U M M IC`6-00 M =Q? fij OOo " U �o 00 cnao rn n v rn Q d MD. N � N �O N w Uz Z W MN�zLU Q LYfm-` am LU W.FDS .cod° To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. AM 111111111011111111h 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com 0zz Lu z¢a <¢ w¢�X OoaQO QQ Z O W Z w Co awQ,� O m N L LU In zz f � > / � z a � r / L CL z w U = �� OOz O < x 5 I-LL. Ll) 0 ¢ U -. 2 0 O 2E ZaZ;� Z� Nµ Q ^ o�� z z ri LLo�� W W W Lfi Q z ¢�8 N z z 0 oo z � U _ rn ,—I a cn o SCALE : AS NOTED DATE : 4/11/2018 TECH: MJAM ES VERSION N0. 10 C SHEET NO. 5.0 c it d c a> v Q0 0 0 r- I 00 i c v _ La 00 0 00 N i 0 E ai E 00 N W If 54'-0" 3'-8" 1. T-58"' L 2,-683„ L 6'-0" 6'-0" 1. 6-0" 11 T-10" 1. 4'-2" 6 T-28" L 2'_98„ 6-0" 1. 6'4' A H. Bt S3 TYP @ 1 STORY U.N.O. I ■ ■ ■ ■ ■ ■` "■ ■ ■ ■ 1� ■ ■ I? ct 10J_i \ \\ _ 115,1117'-2$" V o� EO II I II �• 1 1j I I OL I \ \ \ \ \ ■' r -ji I S II f} o I HVAC CHASE \ \ \ BASED ON \\ LOCATION II i.L. = 1 j I N I/I�xf I I \ \ y 10'-10$" ' CJ o HU - - --�- " - - - -�I- CJ — CJ - -I M I 2'-6"x2-6'x1'-0" .CJ I W/ (3) #5'S E.W 36'-6 P@1 Tao 1 — — oo _ _ J S310 G 1 • . ■ ■ ■ S3 I : ■ 3-1/2" MIN 3000 PSI CONC. SLAB FOR I TOP OF CONC./ PAVER TO BE 4" ■ : HERNANDO COUNTY ONLY BELOW FIN. FLR. 1 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 7 -18 4'-8" 2-6"x1'-0" PROVIDE Y2' x 9" C' ( -3 1/2° MIL VISQUEEN VAPOR BARRIER I 16'-11$" 8'-64" W/ (3) #5'S E.W. RECESS FOR FRT. DOOR W/ (3 1 �* SLOPE S3 c 1 -3 1/2" in1: o — — +; ..... — —GJ c�i Fo 0 \� I I I PROVIDE 1 y" RECESS I I D.W. III 1 ; : — — I FOR SGD. REFER TO —_ ip ■ ' MASON'S SLOPE FOR I r`�'I r —Ala I ' ' �W.H.�/ K CC ■ CC I 1 f2'-6" S3 STEPS AS I I ; ( WIDTH " r �� 1110REQUIRED S3 S3 x 2'-6" x V-O" 1 I I II L — JII (W/ (3) #5'S E.W. PER FIELD 7'-5" 7''1" CONDIITIQNS 4'-0 I III JII n IL — J 20'-6' T-O" I INDICATES FILLED CELL w/ 3000 PSI CONC. GROUT FROM FT. TO BEAM W! (1) #5 REBAR VERT ABOVE SLAB TYP PLACES SHOWN LC_ — — — J I KITCHEN ISLAND :; BUILDER TO PROVIDE 00 • @ALL I LOW WALLS K APPLIANCE PROTECTION I J � HOOKED FTG. DOWELS 5" EMBED ° S3 S3 " W/ 25" EXT. ABOVE SLAB "GRADE 40 1 CHASE TO WHEN REQUIRED PER FBC ■ STEEL" 1- - - - - I ISLAND I - I - - I - - - - - o - 1 tC'J tCIJ II : I in TYP @ 1 STORY U.N.O.-F —_=_—�I S_31/2" SLOPEI I O+-0's I �PT. V I OPT. D I: + ■: I II II ILoJI 20'-112' 1. � � - - - -4'-6a, 'I Ile I CV T-54" 1 2' A S3 TYP @ 1 STORY U.N.O. H.B.+ 2'-6" x 2'-6" x V-0" W/ (3) #5'S E.W. 5'-23" 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 W.W.M. PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN w W co CONTROL JOINT DETAIL SCALE:NTS ,• •� . �" :;: '--#5 CONT REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER '- BAR ONE FOR EA. . HORIZ. REBAR, TYP. ;.� U.N.O. :.�:':..:': ""Alternate: ' The reinf. bars shall be fir,, �:�,, ;:.%., cont. around corner by cold �'�:=,, •'�:%,, �'�.= bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: NTS 0 v ia O CD O z N93 'Q d E3 Ir/ z I vW (DM Q ,O W o �Lh C) 2m M 1- m N LU F— U N c•M 0) m N 'D cc") S g? O p N �o aC)°Oce Q rn (a. C:, C) Ma o Al I B D. N C B D C 1W O v W �M�z � z c w O 'r N 0. W L�! Z V,� i� A141,,114, x v. d. v. �FHSENG. F ... � •�ittr�f�2s°f.i To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Z w� za a f F Z W¢Q� 0: oos0 �o?Z ■wJ■ ri 1° J zO Oo W'�N O > Q i Z Ce e, a 4� O O Z W U = �/ O O . oo0 �Y� au � � a 0 N z W z a aaLu zSao W �a�-YU J Ln --I W Q � z N k z tj $ao ) 0 co06 Z _ U) ¢ z 0 ,—I 0- 1cn s SCALE : AS NOTED DATE : 4/11 /2018 TECH: MJAM ES VERSION N0. 10 0 SHEET NO. 6.0 QI EI 0 0 00 N W Mm UPLIFT CONNECTION CROSS-REFERENCE 4/11/18 MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 - 10d x 1 1/2" HTA20 1615 1585 10 - 10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1615 1585 10 -10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8-8d RT3 610 525 8 - 8d X 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1400 1400 110 - 10d X 1 1/2" F HHETA20 2235 10 - 10d x 1 1/2" G H10A 1340 1015 18 - 10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2% 8-10d H HTT4 3610 3105 5/8" ANCH.118 10dxl-1/2 HTT4 2715 5/8" ANCH. / 20 10dxl-1/2 J HTT5 4350 3740 5/8"ANCH. l 26 10dx1-112" HTT5 3225 5/8" ANCH. /(28) 10dxl-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L 4505 37855/8" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD713 * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N LUS26 1165/1070 ** 1005/915 ** 8 - 10d x 3" JUS26 1115/1060** — 8 - 10d P HUS26 1550/3335 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 1000 860 14 - 10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 1000 860 14 - 10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" U MGT/MUGT 3140 3140 22 - 1 Od X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET' EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-10d X 1 1/2" SP1 585 535 10 - 10d SPT22 685 8 - 10d SP2 1065 605 12 - 10d SPT24 1030 12 - 10d HCP2 645 555 12-10d X 1 1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (+ +) (B) (B) (A) (+ t OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (-). (B INTERSECTING POINT TO BE FASTENED WITH 2.16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS L 1 OR CONY LEDGIER� (A) iJl� INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5-0" ON A HORIZONTAL PROJECTION. 10IftVA'IAA+1l4:111Ylm701:40OL9IMaMIMAI10["a]=1IFTAI 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. STRUCTURAL SHEATHING 7/16" MIN. NAILED W/ 8d COMMONS @ 3" O.C. @ EDGE & 6" O.C. FIELD RUN FULL SHEET FROM BOTTOM OF FALSE BEAM SEE 3/S5 FOR STANDARD GABLE END FRAMING V z Q W + + p ++ o 2X TOP PLATE TO GABLE END W/ 16d 41+ NAILS @ 6" O.C. 2X4 STUDS @ 24O.G. + + W/ SINGLE BASE & TOP PLATE W/ PLYWOOD SHEATHING COVERING GE15 FALSE BEAM GABLE END ROOF FRAMING PLAN SCALE: 14 (9 Z C 0 — o Z CO Z _Q Ln (9 cn w (DIM u Q w (D- r� r-- U o 0 m w — U m" 0) GM M CO o N _O o � 76 in Q o Q rn Lo rn ¢ d B D® N�c CV N T cD �O W `'N6.CpZ W Z kS �. oLU V w o oW. z 4&AIT9 LL °^* -.UyWiiJAIING pp-�•p�p CM �OFE�'a To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com oz za F Z Wasx �480 Q J zw�zz �$ I — V � W U N ZCO W Z O L }z oz f �M "a a a U = O ILL I J W o 0 0 Q U J �o S L0 O �o�Q O� N z < Z 3� ¢ Y WLu a ^ o�C z WOfOW J Lr) W Q Lu D LD 0 U Wiz r4 z Rz m O (� �°`•� 4Z J UJI T i N uj i ,-a a cn s SCALE : AS NOTED DATE : 4/11 /2018 TECH: MJAMES VERSION NO. 10 SHEET NO. 7.0 i I: ,I,'' i $, ,!II: I .IJ1 II ,,I i ri�hii;:44Ii �,4 ;NI" ;III ��- - — - - 00 00 tz 00 0 x CD r7 cOV W GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L1360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11, The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load �� . 0 Safe vertical load Safe horizontal load GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE—CRETE, QUALITY 8F44 1B/1T8F40 1B/1T 8RF400B/1T 81`321B/1T FORM do GROUT SOLID (V Q o �W �U O #5 BAR CONT. 8F12-1 B/1T N) 4'-0" LL "V" LINTEL DETAIL OC SCALE =N.T.S. r i111111 EI TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY i J w F 16- B/ 1 T U Q J Z 6 �o r tNOMINAL, QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL- 0 HEIGHT #S (1)REBAR AT TOP ALTERNATE POWERS MIN..(1) REQ'D 1/2 STEEL LINTEL CLEAR O ° ° d d ° .M.U. #5 REBAR AT TOP a° d MIN. (1)REQ'D ° 4 1-1/2"CLEAR ° d d d ° GROUT h J � d 5 REBAR AT (n S w xNtn Lu ° O BOTTOM OF a U)z O 0, LINTEL CAVITY to 0 U —BOTTOM O Lu Ci O z REINFORCING PROVIDED IN ¢ ¢ 0^ p 6 w 7-5/8"ACTUAL 40MINAL WIDTH LINTEL Z ¢ _' Ci N (VARIES) U) � ¢ a `✓ MATERIALS c precast lintels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. 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 cementibuos coating. See contractor specifications 5'-10" LL O 5'-4" LL O LINTEL PLANT SCALE: %4'=1'-0"1 (D 0 o z�z 4 J a- `� z to (D w �o DU — OW Ln 0�� E ru U _o 0 m 04 W N cM S / 1 p .o 0 - U_ co ll �o �0-o rn F.c rn ¢ o iff D® N &3 = Z LU Z W M N p�,p:Z z r0 O J3 G71 Gi+ W_ - a > ri} oW. .= z W V o 0Z f� UW1 a �7'- ��•� J r 'j�� F "WWJk, NG. .1 OFES . 4 f Ftt pE It GtE4�t� 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 - Residenfial 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com OZ za f¢ F wZi Q. ZOO ZOwnrx �aLuz LY J aw0co Onno w U N O r�i O L ZZ Z nrl Z Z C \�� F Z O "a J j = W o0Z aU L X m a / w O J T-7 J J Z Z Q ¢ ¢awn f otpu-0 Z Z Z w�0 & 8- � J rl tJ.l Z � z ¢ww � Y g i5 LU nz Z �ZS � Cal O LU _ z ¢� rn '-4 a cn s SCALE : AS NOTED DATE : 4/11 /2018 TECH: M)AMES VERSION No' 10 SHEET NO. 8.0 i it ra 0 0 L2 N LO LO (D 00 C> 0 J N I 00 a E E s v c J i I� NOTE: BORATE/ SENTRA CON APPLIED SYSTEM P LIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31 ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED SSU E EATE WOOD ALTERNATIVES HAVE BEEN CREATED A ED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 , INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 51TMS 402-16 & ACI 530.1-13, ASCE 6TTMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC)13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1.14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 2. 3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1. 2. 6. FLORIDA BUILDING CODE (FBC) 6th ed. (2017) AND FLORIDA BUILDING CODE 6th ad. 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 AN F P IN ARE T BE SIGNED AND SEALED BY A A 00 D FLOOR TRUSS SHOP DRAWINGS 0 SIG FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF .1.2. 2 UNIT EIGHT F REINFORCED CONCRETE: W 0 CO C 150 PCF 1.3. 2 UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1. 8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2,3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2, 4. WIND LOADS: 2.4. 1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ed. (2017), AND CONDUCTED BASED ON A140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1, LOAD FACTOR DESIGN: THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3. 3. 2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. I lI G 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-I-P CONCRETE NOT EXPOSED: 1 y„ GROUT FILLED MASONRY: 3 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (fc) DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT, SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN, 4. 3. 2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 4. 3. 3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm =1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4. 3. 6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4. 4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1 U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH, FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131 ", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'J' BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8, CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Flo = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR, 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36136M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4. 7. 5, WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ed. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irri abon/s rinkl r s stems incl ding all risers and spray heads shall not 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 cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilutipn. If rainf II occurs before vapor retarder placement, retreatment Is requires 9. FBC R R318.1.5 C7ncrete overpot�r and mortar along the foundation perimeter must be removed be ore exterior sol treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318,1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 5'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V = 140 MPH) TYPE: 5B SINGLE 9x7 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS REVIEW ALL DRAWINGS THE CONTRACTORS RESPONSIBILITY TO E G BE FORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. 0 "' zM 0 v to N Z �C J r L,() (D cn w CCS a •U - 0 w f� EE (tj U o 0 m w U iTcli ch C',E C ca co m a co = ai p p o LL 00 -00 o Q o & 'm Q o A I B D NCBDC N o ooc o 0 Z W R 1- 2 N LL o.g W f4 LY .4U) IX _ �; •� 91 °; 4, W �j'-& :; Z o O -SN0� 20 Xr'�iP� Q LLMN r I .� � C� CEZ G�i •: CE errs OFES�` To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. L 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Z z¢ of f� aaa tY u r400 zo2Z Lu (L coo 55 o L L w �'_ zz }o f z Z R I..L Q O za U = V 9 LL opZ V, 4 0 J '^ f�� wpen ' ^� *k N ,--� Cl) z z < w w ¢ a aaf� oo�2 Z '""t w a x LU Ln 6i =Fz� W Q U $¢ z N r-4 Q Z Z < ¢` ZS d- Z M m O 00 � _ rn ,-1 a to o SCALE : AS NOTED DATE : 4/11/2018 TECH: MJAM ES VERSION NO. 10 SHEET NO. SIN 10 CORNER OF HOME GARAGE SIDE C0 I O O 0 00 r-- E E 0 x 00 N w D 10'-0" TANK -LESS W/H H C G O O O 5'-0" Q - 01 c STUB -OUT FOR 1 �_Or� o o to GAS METER O o - � U O H • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2)16d TOENAILS 2" X T @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 'IT-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING C� w J co c7 ROOF DIAPHRAGM NAILING SCHEDULE Pin(,.F I INF + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + +ED + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 4 + + 6'4" + + + 6'-0" + + + + + + + + + + + + + + + + + + + + +++ +++ + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ /++ + + + + + + ifl + + + + + + + + + + + + + + ++ + +++++++++ + C3u 15/32" CDX PLYWOOD OR 7/16" OSB \—RIDGE LINE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) ° Filler blocking ° ° r 1/8" gap i FILL CELL STD. 90° HOOK BOND BEAM U) LLI j STD. 90° CONT. #5 CONT. #5 HOOK BAR BAR ��❑ �� #5 CONT FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. Small 2" min. 2" ) gap max. � 4 max. 4__TClinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/PlywoodlOSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails 4" max 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when Indicated or OF THE JOIST ASA REQUIRED LEAVING y" GAP TOP sides b 6". - Hangers with side nailing. @ Y -op flans ofjoidesnotcontaining WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher than 15001b SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 pif max along load bearing wall. Load bearing wall must stack * Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate 1/16 details inI— 10d box areas=20 of high or=10One sinker lateral load. nail each side at bearing. Squash block / (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges BLOCKING PANEL, INTERIOR Boise Joist Blocking Vertical load transfer =1900 plf max. along bearing wall Use 3" (10d) nails at 6" o.c. Required on interior walls : - for vertical load transfer Load bearing walls when load bearing - for lateral support when joists / meet over wall, or wall stacks directly over wall or Web Stiffener Fastener Schedule Joist BearingLocation Series De th End Intermediate BC15000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5- BC16000s� BC16500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSC w/(22) NAILS T THRU BOLT SIMPSC w/ (22) NAILS T R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION NIN. EMBEDMENT SCHEDULE FOR =AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION beam below L&13/4" d bearing wall must stack over ing and wall or beam below.* Joist n joists meet over wall, provide minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET u/ Provide adequate bearing Use 10dx3" nails at 6"o.c. for all joist for each lapped joist. blocking panel *Non -stacking walls 10d nails SECTION @INT. BRG, WALL require additional consideration.— N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) 17;m J-2 � I A 1Yz" ROUND HOLE MAY DO NOT CUT HOLES 6 BE CUT ANYWHERE IN 6' 6 1 THE WEB. PROVIDE AT CANTILEVER OUND ILARGER NHAN 1/ LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S Jc A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) I I I I I II I TTT Nail with 10-10d nails. =T Install tight to top flange. SLEEVE THRU STEM SEE PLAN FOR °• ° . • • FOUNDATION INFO a ° a' STEM FOUNDATION y GRADE REINF. SEE PLAN \ Filler block. Nail with 10-10d nails. Backer block required where top d mount hanger load exceeds 250 lbs. _ Install tight to top flange. d a 1�I ��I 111=1 I I: d a I F 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 0 requirements 0.6 X Joist / / " depth I -JOISTS BUCKETS N.T.S. I: A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. JOA LOCATION OF SECOND H10A SIMPSON (WHEN w/ (18)10d REQUIRED) NAILS UPLIFT= 1 TYPICAL SIMPSON H10A INSTALLATION - - TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4' 0" CENETERED @ PIPE PENETRATION d- a d 111�111 d. d PLUMBING LINE PVC OR SCH40 SLEEVE a 'I —Ill d —111=7-� • I' l I IT L-- SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE / r PLUMBING LINE d GL a. �J � ad d d A SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE 4 a' d da, d da G =1 � 11�11 d d a al 1I— SEE FND.PLN. SIZE & REINF. U' 0 zM — o Z CNZ Q a U) z Ln U cn w 0 w Lh un co U on m W N M ono di tMco U < o ¢m 00 in -& o LO2� rn Q d B Do/T1 N C B � C N N W z U) ol: ILU LL 0. o Z 10 W 0¢ 9 N z o m LO)ME '2 UM W OWN " \\ DSEN `i (0 '- 1 I � C.) �\ 1 V _ e ,� �0 % �� s . r w 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 Lo LU zg f¢ LU IL z W = Q z Z J LU J a 00 ii w0, N � U LU m© L > W zz 0 ZZ � ° Q O J U U L �; ,0 J � L / u, j 0 N < a z Z �-'� Eo�Fo— oa Z w J Ln rl tJ J Q Q z =�LLo V) a "~o �z N N z �ZS 0 0 00 Gz[ = J V) a f r, r-I :I 0- U0 o SCALE : AS NOTED DATE : 4/11 /2018 TECH: M)AMES VERSION N0. 10 SHEET NO. SN 1 -- - 1. . :- ;�� ,, 1 _.l ]. rl;:11h. ��i d: i 1 .1pklntl d I I� l,i ; I 1 f I� I I 1 FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 TY P') VARIES / INS 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 @ 7" O.C. CEILING & 8" O.C. WALLS I INSULATION PER —� CHART ON FLOOR j PLAN 1x2 P.T. HORIZONTAL NAILER STD, 90-HOOK (SEE DETAIL J 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 5/8"OR 112" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2" HIGH STRENGTH — (U.N.O.) (OR %" GYP. TYPE "X" @ w/ (2)16d TOE NAILS @ EACH END e „ „ GARAGE W/A HABITABLE ROOM (U.N.O.) (OR / GYP. TYPE X„ @ ABOVE) EE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ ABOVE) TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE 8"x8"x16" NOMINAL BLOCK WITH STUD BELOW TOP PLATE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (1) ROW 2x BLOCKING @ MID (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16 O.C. U.N.O. SIMPSON SP2 w/ HGT. FOR WALL HGT. < 8'-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS ROWS 2x BLOCKING @ 3rd PTS SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL FOR WALL HGT. > 8'-6". EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > T-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN APPLICABLE. -.MORTAR BETWEEN EDGES, ND @ 12" O.C. @ FIELD 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & ,� 1 SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS @ 6" MAX FROM END OF 2 x PLATE 5/8"° x 10" "J" BOLT @ 24" O.C. W/ (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 2"°x3/16" PLATE WASHER (TYP.) UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH co " ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE O.C. OR 5/8"x10' WEDGE ANCHOR 211 x 6 W1.4 x W1.4 PITCH > 4:12 0 . a a A.F.F. @ 24" O.C.) (2) LAYERS TYPE I OR TYPE II 1 l=1II II=I I==I �11 I -"I I III—�I �L �Ii--•III-III I i �I` �II=--�jI - II I II ==III_ - I �i I Ii- I 31/2" 1/2". M-- INn. o ' •' —a —I I. I--�IWII WI �—F ,I=�IOIIIR —jF��= IB= ER�ME'3Sb1"H 31/-2"MIN. (#15 OR #30) UNDERLAYMENT 0 I I-HELEV0-31/2 I� _ • .FOR ROOF PITCH 4:12 OR LESSA.F.F. b 2x4 CONT.PRE ENGINEERED WOOD I II I 1 Ii TRUSS @ 24° O.C. U.N.O. 'II-4 a 004HURRICANEANCHOR@EACH 31/2„(min= TRUSS (SEE UPLIFT SCHED.) W/ GARAGE DEPTH VARIES — a a - -►Tf, li l l _ T� 1=III- =III I1 M I, , METAL PL. UNDER EA. TRUSS MOISTURE MOISTURE BARRIER (2) #5 CONT. 4" "1-41,8 SHINGLE ROOF TYPICAL INTERIOR BEARING U.N.C. MIN. 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG GARAGE SLAB AT STEP B TYPICAL BEARING WALL a" STEP " SHEARWALL NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION " "SHEAR WALL" SCALE: 3/4"=1'-0" SN1 SCALE: 3/4 -1 0 S3 SCALE. 3/4 -1-0 S3 ELEV. VARIES FOR ADDITIONAL SLAB INFORMATION. ALUMINUM DRIP EDGE ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING — N 0 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD, EE SOFFIT SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS CIS 7 M�N�MJO S TRUSS BOTTOM CHORD OR 2x4 BLOCKING w/ (2)16d TOE NAILS @ EACH END SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW � 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. --(1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < V-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'4". —INSULATION PER CHART ON FLOOR PLAN —SIMPSON SP1 w/ (10)10d NAILS ,2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH 'a• %r21I= Tl/2"(min.)-4" (2) #5 CONT. �,1 j 11-111i-44d 1�11,' ., 181; U.N.O. TYPICAL BEARING WALL @ STEP SCALE. 3/4 -1-0 SHEET LOAD BEARING OR 2x STUD � \C "oN� (1) ROW 2x BLOCKING @MID HGT, EXTERIOR WALL 8" C.M.U. (2) ROWS OF 2x BLOCKING @ 2x STUDS @ 16" 0/C �- FOR WALL HGT. _< 8'-6", (2) 8"x8"X16" KNOCK -OUT THIRD POINTS NOTE: ROWS 2x BLOCKING @ 3rd PTS ULATION PER CHART ON FLOOR PLAN SEE SECTION C/S3 FOR BLOCK W/ 1#5 CONT. 1 'x P.T. STUD FOR WALL HGT. > 8 -6 . 7 FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION SEE CC/S3 OR �; LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8 THICK EACH. CONTINUOUS TO FOOTER BELOW 90 ii00K DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. �8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" "J" BOLTS BOLT 5/8°° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" (10)10d NAILS IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8 THICK. K.O. BLOCK 2x P.T. PLATE ( 5/8" x 6"EPDXY BOLT OR IMPSON SP1 w/ (10)10d NAILS @ EA. STUD TYPE "S" MORTAR WALL SEE GG/S3) MIN. 2500 PSI CONCRETE SLAB W/ /— SIMPSON SP1 6 1/4"x3 1/4" TAPCONS BOLTS 6 MAX FROM 6 x 6 W1.4 x W1.4 () 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20- MIN. LAP R4" MIN. LAP] #5 REINFORCING SPACE ANCHOR = w/ 10 10d NAILS _ SPACED EVENLY BAR END OF 2 x PLATE WWF OR FIBERMESH r ( ) FIBERMESH a 11 ARCHITECTURAL 2x P.T. PLATE WEEP SCREED INSTALLED TYP. PER MANUF. o n FINISH ASSUMED FINISHED #3 OR #4 REINFORCING BAR � 1x2 PT WD FURRING @ 24" O.C.—/ - - . o GRADE 40 MIN. F - 40ksi =� a GRADE N- o z #3 & #4 LAP SPLICE y °- =III-III}-�I I I m I-�I h-III=- o 1 #5 VERT. IN FILL z cop FINISH GRADE O0 25" MIN. LAP [30"MIN. LAP] [GRADE 60 MIN. Fy= 60ksf] a I=lii� 111— I I L_ p'- 0 1/2 GYPSUM WALLBOARD O MONO OR STEMWALL o _rIII am _ I-1 I= I-� o i a • I I I I=L=1—I CELLS (SEE FOOTING MONO SHOWN - I I — I I - '—) I (-) I I I IIII= —f = U.N.O. p o _ w — to FOUNDATION PLAN FOR CLARITY n D _ _ ao 6 MIL VAPOR BARRIER �I I I e ° I L J� Jl O0 R 1 7/8 FOR LOCATIONS p p 1=I I I I I -I II -I I I -I I I- N Z #5 REINFORCING BAR -11 [ ,I I I=I I1= I I III=III I I- I-1=1-I I_I I_I-� I I =11I I I=1 I I' 1 x4 P.T. BASE NAILER p o III=III III III=III ? 1 ' '#5 LAP SPLICE (2) #5 CONT. -I I T= I , , , 4 x4 INSPECTION o I=III=III-III-III-III-1 I I I • L=1 -III=1 — 1 ON 3" CHAIRS i!t31/4" BASEBOARD PORT AT EACH NOTE: g ° III=III=III—III—III- 11= N ( • . P19MIL =I —LTI=� 36" MIN. LAP [36" MIN. LAP] 8" 1'-4" 8" ILA FILLED CELL TYPICAL FOR BEARING WALL - I= I=I.� —I .III— — �- COMP. SOIL. (COMPACTED TO _o _ (TYP.) MIN. 2500 PSI CONC. SLAB W/ UPLIFT ONLY _ __ _ _— _ ___= 95% MODIFIED PROCTOR ASTM 1 �_ -I 1 I -I I I—I��I— I1=�=I (I� .I I 1 10" M AT GARAGE CONTRACTOR III=1 I-III-III-III=III i=III I I=1 I=1 I=III-III=III=1 D1557) li „ I, ,I L IT_I,;,il,T,rlf d MIN PSI MAY VARY PER III=III—III- -I ((=III- —) =) I —III-1 I- =) I=III=1 4" V-4" #6 REINFORCING BAR #5 STD. 90 HdOK I MUNICIPALITY. To cuT BLocK oR PouR -I -III-1 fI III -III -III III=1=1TI-II I_ i - #6 LAP SPLICE TYPICAL INTERIOR BEARING —I 1— — CURB DUE TO SLOPE —I i—I—i � CONCRETE SLABW/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION l D 1 TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS F WALL W/ UPLIFT rG W1 4XW1 4 WWF OR ¢ LO ,� ; "FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. y 00 I 6x6W1.4xW1.4 o 00 31/2" WWF OR FIBERMESH 6 MIL VAPOR — > 1 = I — = z_ min.) 4" 00 BARRIER 4 CD= T ° ° ? Q4 1 GRADE J COMP. SOIL. (COMPACTED TO 95% = I. MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 4" 1'-4" STD. 90 HOOK (SEE U.N.O. DETAIL) i TYPICAL WALL SECTION rA � SCALE:. 3/4" =1'-0" S3 10 o OPT: DEPRESS SLAB 5 Y2" `- DEEP AND 6" BEYOND - E DOOR TO RECEIVE = PAVERS / DRIVEWAY CONCRETE SLAB PAVERS BLOCK WALL BEYOND 14" O.H.D. RECESS q z r i- - II 0? T SEE A/S3 OR J/s6 c2 FOR REINF. INFO, MIN. CLEARANCE CD 1' 4" (1 STOR ) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' GARAGE DOOR SLAB RECESS J.1 'i' SEE TYP. WALL SECTION FOR SCALE: N.T.S. III 53 ADDITIONAL INFORMATION. 00 — — — • (1) #5 REBAR w/ OPT. . f :SCREEN ENCLOSURE MIN, TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS d CV M .. e M T _.I 11T- -III-_II I' .4 r 1=111�11 . 1.4,11� 1 SEE A/S3 OR J/S6 1 I I I I1 �, 1 11 1 II 1- FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. Q3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0° S3 VARIES6 SEE PLAN 1 1/2" RECESS FOR x 6 W1.4 x W1.4 , FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH N 10d NAILS TO TRUSS TOP CHORD FOR TRUSS M a % AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR & LAYOUT DESIGN e —_— TOP OF BEAM ° SEE ROOF PLAN —= °:: ° o G IF " (2) HTS20 FOR STRUCTURALI=I I-� L-I I %I I `, BEAM SIZE & r I CONNECTION INFO 8 P.T. 2x 1/2" GYP. BD. 2" HOLD GYP. BD. 1/2" FROM SLAB 01 11 J CONT. BEAD SEALANT INTERIOR -3 1/2" d 4zz, . CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE 211 (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB a° 0 -E - �'—I 1= 1= III— co 6 MIL VAPOR == I'�I BARRIER I I, ,III , ,III, -1- 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 I ' 2x4 #2 SYP P.T. FRAMING w/ -I I I III=III=III MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 z ATTACHED PER NAILING FOR REINF. INFO. w ° SCHEDULE OPTION #1 � ¢ SEE TYP. WALL SECTION FOR ADDITIONAL j w 6x6 P.T. #2 SYP SLAB INFORMATION o J w ABU66 SLAB STEP & RECESS S.G.D. rM co SCALE:3/4"=1'-0" S3 2X STUDS @ 24" O.C. U.N.O. — SECURE 2x4 P.T. BTM. PLATE q MASONRY WALL AND SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" GARAGE COLUMN TO PORCH SILL O.C. PAD FOOTING ATTACHMENTS & 18lD1 1/2 GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL W/ DR SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL _ MAT REINFORCING. N ' ON FLOOR PLAN SIZE VARIES PER PLAN M CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS � GRAD a FILLED SOLID (SEE PLAN FOR =__ ` 6 x 6 W1.4 x W1.4 N SIZE AND REINFORCEMENT) pUj (� ( I II ° °• 1= = WWF OR FIBERMESH '- M BRICK PAVERS or SLAB PER z � w = 1=- a w p CI �' = I -I III —III—III w III -III -III I l 1= z I -I • • °• — - z ¢ ° / COMMUNITY SPECS U_ 0-0 FIN. FLR. 1 I I -I -III-I I I_I I I_I I I I I _I 11-1 I I-1� w 111 III -III -III -I i t-I 11 11 1 I I -III- 1 FOOTING � I ;I II 11111111111 1111 ,11-III-11 BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. �3_, Lo C� M — o N Ct3 •U — 0 w �V) U � o m € 1 1 N 4711 N � M ENV^— U a O '0 0 C) to o _r_"m Q CM in o. o ¢ 0 B D. N� pO M W 6 O M N °oz w Z w� g?Mm c U) � u__ o '� W W LU y " W �¢�'LLago � a z 0 y ° _$9, LLW I ffil o o -1 I?SENG.N ;» '" .fQ •. C2�� • � To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com oz xg zoc Q. Uz8it V 00 Q zLU�� I— Uj owz a Co 0 O�LLC, J " o J uj z�Q }o g Z -a 0 0 rL�� J W O �p0 J. L / 00,5 N Ln O VO�a ono T--I W a a 2�o z z �--� �- a 0 J Lr) W a Z LLJ Q H $Lu0 N N Q z Pz a 0 oo Z g = J a W SCALE : AS NOTED DATE : 4/11 /2018 TECH: M)AM ES VERSION NO. 10 SHEET NO. S3 (MONO) 12 �(TYp) SEE ELEV. SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE SEE PLAN FOR HEADER SEE PLAN FOR SIZE CONNECTION _\ 2x DEAD WOOD @ MID POINT w/ (3)12d DOUBLE 2xTOP EVENLY TONEAILS SPACED PLATE —I 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. SL) SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2X4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3)10d TOENAILS T&B AS REQ'D 2x BLOCKING @MID FPOINT EVERY OTHER STUD WI (3)10d NAILS 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 SIMPSON SP1 w/ (10) 10d NAILS AT EACH STUD 00 C) 2x P.T. PLATE P 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT ci.' 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. :J= AND FILLED SOLID W/GROUT �5 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL X—ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. '_ co 0 0 J N CO d- W ER, 00 N c� MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD FOR DRAINAGE ooI SEE PLAN FOR FOOTING DIMENSIONS a GARAGE ENTRY FINISHED MASONRY DETAIL 1/2" MINIMUM CEMENT FINISH STANDARD 3" DIA. TEE THREADED 3" DIA. EXTENSION SCREW OFF CAP (3" DIA.) —� FOR CLEAN -OUT MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 21/4" 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 DRAIN WALL CLEAN -OUT A SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW KNOCK_OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT J d a11 a a d a Q a d G d 8" STD. 90°HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION IL NOTES: 1� FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. g 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 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J Q T 0 FORM CREATES CONCRETE RECESS TO 2X4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET ° GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. ° SCALE: N.T.S. w ° a a d BOTTOM OF MOUNTING B E POURED CONCRETE BASE FOR BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/8" 8" 7 518" 8" 7 5/8" 8" F —� SOLID AREAS ARE ❑ ❑ STEEL AND GROUT ❑ ❑ INTERIOR ❑4 F__1 ❑ WALL ❑ CL DOOR OPENING DOOR OPENING EXTERIOR ❑ ❑ El WALL ❑ ❑ ❑ ❑ FiT ❑ 1 ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT rD SCALE: N.T.S. S4 VERTICAL JAM SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING Ct 5/8"DIA, x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) FBLOCKING RUSS BOTTOM CHORD OR 2X4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO W/ 2-16d TOE NAILS NOT TRANSFER LOAD. EACH END WALL d ° ° ° ° DOOR STOP w ° a c� MOLDING ° 2x TOP PLATE r GARAGE 2-16d NAILS @ 24" O.C. OR DOOR Z EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2 x 6 P.T. 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P T PLATE EQUAL @ 12" O.C. SEE TYPICAL WALL SECTION 12 P.) SEE ELEV. ZT — PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 718" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING (' O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT L IN KO BLOCK AT EA. STUD I MAIN SPAN ROOF TRUSS MOISTURE BARRIER UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL--- W/ STD. 900 HOOK IN K.O. BLOCKMTE- ALT. KNEEWALL ABOVE MASONRY WALL DETAIL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA, SIDE OF 4g„ SPLICE STAGGERED 10d @ 8" O/C STAGGERED FROM BOT. _/ "�� ATTACH ALL SEE A/S3 FOR DOOR TRACK EXTERIOR STUDS REINF. INFO. PLATE TO CONCRETE W/MOUNTING ANGLE T (4)16d TOENAILS TO TOP PLATE. ° °< NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE: FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL KJ TYPICAL GARAGE DOOR BUCK K TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 SCALE: N.T.S. S4 SCALE: N.T.S. S4 F= 2240 LBS SIMPSON SIMPSON SIMPSON C HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'- 4' (1) (2) (1) (2) 1 (1) LSTA30 4'- 9' (2) (3) (2) (2) 1 (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION SF A/NOOl4i j9N 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR 2x CRIPPLES @ GREATER HEADER 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) (2) 2x HEADER SEE PLAN 10d x 1 1/2" AT EA STUD (USE SP6 FOR • INTERIOR HEADER: S4 2x6 WALL, USE SP8 (1) 2x SILL PLATE W/ (2) FOR 2x8 WALL) 11 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: 10d NAILS @ 8" ONLY (1) 2x SILL PLATE W/ (2) O/C TYP. 12d TOENAILS DOUBLE 2x • OPENING LARGER THAN 4 FT: CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON TYPICAL (U.N.O.) LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 SIMPSON HTT4 TYP. Op OR U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. SL� SCALE: N.T.S.Q[� 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) 00 ° • HTT4 w/ (18)1Old NAILS (3610# SPF) ° o • HTT5 w/ (26)1Old NAILS (4670# SPF) o ° • DTT2Z w/ (8)1/4" x 1 1/2" SDS (1835# SPF) ° o ° • HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (2215# SPF) • HDU4-SDS2.5 w/ (10)114" x 21/2" SDS (3285# SPF) _ • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (4065# SPF) • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) • HDU11-SDS2.5 wl (30) 1/4" x 21/2" SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R, MIN. 8" EMBEDMENT w/ WASHER & NUT 9 • FOR DTT2Z USE 1/2" DIA, x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. MIN, 8" EMBEDMENT w/ WASHER & NUT HTT / HDU TENSION TIE N SCALE: NTS S4 SP4 SP2 SIMPSON SP4 SP2 SIMPSON SP4 2X TOP PLATE 2X STUDS @ 24" O.C. OVERLAPPING TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 4 P.T. ATE SIMPSON SP4 —, 0 ° TRANSOM FRAMING INTO TRANSOM FRAMING 10d NAILS @ 6" STAGGERED SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP1 RECESS SIMPSON SP4 SIMPSON SP4 J-BOLTS @ 24" O.C. MAX LINTEL 2X P.T. PLATE SIMPSON SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 / SP4 J ROOF TRUSS ABOVE r 2X BLOCKING ° I I ° 2X8 P.T. BOTTOM P TE C 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 2X8 P.T. BOTTOM PLATE 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY " K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING o o BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12". (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) o ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY SCALE: N.T.S. 'j = _ C� M o z �t U) zC1V) CD t„ 4--J .O w CLI =D I— v M o m N LL9 E " 8 (D M r co mvN .all 0 `0 wu_co co 0 co 2 O rn Q d BID. '�v N �O ti N ♦ ) O M n W w. zo � O N CD Z W �I z° U) 1z � _ inu.o � W 11� J W g N a w 10 W U ¢ a Z 0 a o�� w WLz W a N¢ MtF_` Q D M*vQW c� EP �} •ems— � •,1 z 7Fi0�� °� z !� %,0 �0Z, 0'� O F E f�ltll$c(l oak%V` 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 IMAM 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com oz OA zd � L1a., W Q ¢ ( f Uz10 oo0:W ozz .2 J a ap O��o U LU (V �L o S Ln L zzz r� zz � �� g N 'a a. Cal Q �j ZW O J opo r 0se n N. ' / y 1Lij P8oa � C)z¢Z< Q w oUj z o a Z LL.I +--1 L0 Lij ti J Q 2 z �0Y¢ E~o �Qz N N �Z �ZS �o m i 00 Z � W = �� a O T-_I 0. to 0 SCALE : AS NOTED DATE : 4/11/2018 TECH: MJAMES VERSION NO. 10 SHEET NO. S4 SEE STRUCTURAL NOTES AND TOENAIL W/ (2)16d NAILS BACKNAIL W/ (2)16d NAILS SIMPSON H10A w/ (18) BACKNAIL w/ (2)16d NAILS SIMPSON H1 OA w/ (18) SIMPSON SP4 w/ (6) 10d x NAILING SCHEDULE FOR 2"x4" 1Od x 1 12" AT EA. 1 12" AT EA STUD USE BACKNAIL w/ 2 16d NAILS 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 1Od x 1 12" AT EA. SEE STRUCTURAL NOTES ( ( ) SHEATHING DETAIL OUTLOOKER OUTLOOKER SP6 FOR 2x6 WALL USE TOP CHORD @ 24" O.C.7 NAILING SCHEDULE FOR OUTLOOKER AND NAILING SCHEDULE @ 24" O.C. FOR SHEATHING DETAIL j SHEATHING DETAIL BLOCKING FORx — x , 4 � N FIRST FOUR ROWS OF 45' ± 24" MAX. TOP CORD BLOCKING 45'± 2X4 CONT"L" BRACE TOP CORD BLOCKING TRUSSES @ SIMPSON H1OA w/ (18) FOR FIRST FOUR FASTENED W/ (2)1 Od 3" FOR FIRST FOUR ROWS EDGES OF 2x4 CROSSBRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" 0/C. CMID HEIGHT OF TRUSSES @ EDGES SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF • OF SHEATHING TYPICAL TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 2 E T 48" O.C. EACH JOINT W/ (3) 10d @ 8'-0" 0/C. EXTEND LEAST OF MAX. & (2)10d 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 ' J 7/16" OSB SHEATHING & (2)10d TOE NAILS @ BLOCKING ATTACHED W/1Od EA. END NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1 OdX3" 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS "T" INTO 2"x6" 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) FASTEN WITH 10dx3" @ 4" 0/C SPACED @ 48" O.C. INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE ROWS OF TRUSSES FROM MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED EA. END TYP. TOP & BOTTOM ATTACHED w/ (2 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)1 Odx1 1/2" NAILS AT 6'-0"' INSTALLED PER MANUF. 16d TOENAILS PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 10dx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK GABLE WEB SECTION WEB, USE MSTAM36 w/ (7) 1 2 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 SCALE: N.T.S. 5 TITEN ON OUTSIDE SIMPSON H10A w/ (18) BACKNAIL W/ 2 16d NAILS SP8 FOR 2x8 WALL) L SEE STRUCTURAL NOTES - AND NAILING SCHEDULE FOR SHEATHIN DETAIL 2x4 OUTLOOKER @ 24" O.C. (OPTIONAL - SEE 4" 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) 10d EACH JOINT W/ (2) TOE NAILS @ EA. END 10d & (2)10d TOE 2x FRAME WALL (SEE WALL NAILS @ EA. END SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD END TYP. TOP & (2)16d NAILS BOTTOM ATTACHED 48" 2x BLOCKING IN/ (2) 16d TOENAILS 2x4 "T' ON TOP OF PANEL SIMPSON H1OA w/ (18) 1 Od x 1 12" AT EA. OUTLOOKER (2)16d NAILS 2x4 OUTLOOKER TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ MAX. EDGES OF SHEATHING TYP, "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD •2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C BLOCKING, FASTEN WITH SIMPSON HGA10KT w/ (4)1/4"xl 1/2" 10dx3" @ 4" 0/C SDS SCREWS TO TRUSS & (4) 1/4"x3" SIMPSON SP2 w/ 12 1 SDS SCREWS TO PLATES AT 36 O.C. ( ) Od 2x4 LEDGER (MATCH BOTTOM DBL. TOP PLATE NAILS AT EACH STUD CHORD SLOPE OF ADJACENT STUD WALL (SEE TYP. SEC.) TRUSS) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 REFER TO DETAIL J () 1 Od x 1 12" AT EA. 2x4 OUTLOOKER ON SHEET S5 FOR T SEE STRUCTURAL OUTLOOKER @ 24" O/C X-BRACING, AND TOP T "' NOTES AND NAILING TOP CORD CHORD BLOCKING N _ SCHEDULE FOR BLOCKING FOR INFORMATION °° SHEATHING DETAIL FIRST FOUR ROWS ES @ EDGES 1 1 1/ 2"x4" CROSS BRACE 24" MAX. OF • WOOD TRUSSES 60 60 APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND -2x4 RAT RUN BRACING 1 1 2 . EACH JOINT W/ (2) AT LEAST 90% OF WEB AT 24" O.C. ON TOP OF 1 1 2 10d & (2)10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 NAILS @ EA. END GABLE TRUSS TRUSS SPANS ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ 1 ROW () (3) 2 x 6 LAMINATIONS Wl (2) ROWS OF @ 48" 0/C FOR THE ATTACHED (2)16d NAILS W/ 10d NAILS @ 6 O.C. " 2x4 BLOCKING 24" @ OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS FIRST (4) ROWS OF TRUSSES FROM EA. E ES AND 12" O.C. FIELD 0/C w/ (2) 16d (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & JACK TRUSS TOENAILS @ EA. END NOTES: BOTTOM ATTACHED SEE PLAN FOR 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS CONNECTION MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY 2X4 "T' IN TOP FASTEN PANEL ) BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 01 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" 0/C (2)12d TOENAILS EXT. WALL CONN. @ 4>1 NON -LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D 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 g S5 ADDITIONAL INFORMATION. 0 0 N r` �I 00 SIMPSON HGAMV W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (i 1/4"x2 3/4" TITEN TO CMU T3 MINIMUM 2x CROSS BRACING ¢ (SEE PLAN FOR LOCATIONS) (2)16d PER JOINT 1 CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL ri ISCALE: N.T.S. S5 vlE 001 N 2"x4" OUTLOOKER @ 24" O.C. W/ (2)1 Od PER JOINT 1Odx3" O/C @-/ 2"x4 TOENAIL 6" 0/C RUN W/ (2)16d TYPICAL NAILS ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. 1 GABLE TRUSS "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 S5 SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES SCALE: N.T.S. S5 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP -MINIMUM (2)16d PER JOINT MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL rM SCALE: N.T.S. S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)1 Od WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) 0 Z w BRACING w/ (3)10d x 3" AT • EACH CONN. @ 24" O/C SIMPSON HGAM10KTA w/ (4) MOISTURE BARRIER 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"x2 3/4" BOND BEAM TITEN TO CMU MASONRY WALL 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL L BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB -' SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS ]TVTRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 n CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. d --- I I I 0 v o Q z o w m c 0 ' v o 0 d w I CD T o oLUI. T X 4 T- � w/ ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. NON - LOAD BEARING LOCATION (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-O" 3'-0" - 6'-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE, 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES (TYP.) r-GABLE TRUSS —wn r . ocr�nuv� �- GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 wl (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. a v Y CORNERJACK w z 0 U HIP FRAMING REFERENCE PLAN 1) SEE TRUSS MANUFACTURER S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS /TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION C4 a - Z M 0 -o a) z 0 V) CD kv v, Lu •o w e U oti di L U F— Ep N C' c'Mc, — U O O N 2 T J` E: co 0 <tm �0 CL rn ¢ o B D® N�C� N N m W Z Sf z z U)1. Im a LU y`r.9 a w V Ck / -LU ..Z NF2_ m V m z cc UL LU %oliff A G.COro • �� e --J ,n �• t 0 F E ffffaPl+li#IttSi�� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. L I'm IMAM 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com OZ 2 E 'U0 f4 WQ� U400 Z 'U z � U0! 15o��o � U1LU L Q8 > �\ Cn f Z 5 z Ce F3 Q 0 ...r UU = u J T i z QW C o1Z Y J Ln C Q f . _ /cr d J a aaz� Q z Z r4 0 E 2 32tj W J Lf) w ¢�"o F U W Q L Z 8 j5 t Z N 10 z RZo C 0° 06 Z = Q f SCALE : AS NOTED DATE : 4/11/2018 TECH: MJAM ES VERSION No' 10 SHEET NO. S5 -- —Tr -�,r-- _Tl I7.I1111.�1i .uC ..i �illlilar.l'I,. I,,Ia'd u l llllill Ii - T 3 iY c CD 0 cc 0 to I i Q it to ar J I 00 -v v x / 0 3 N d 0 IV v c JVr�� N ti U E C 0 CUI U 0 a / d: 00 DOOR JAMB (REFER 1X4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER 1 X4 1/2" DRYWALL UNACCEPTABLE INSTALLTION Mom' 8 TO SHT. SDW2-K1 P T TO SHT. SDW2-K1 _— TO SHT. SDW2-K1 FOR CONN. DETAILS PROPER INSTALLATION +� DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" O.C. FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4 1 X 4 #5 REBAR TYP, ` (TYP,) ' 3/4" PLYWOOD DECKING GLUED 7: ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d 4" 1 X 4 3-1/4" LONG X 3/16"0 FURRING 3/16"0 X 3" LONG FURRING TAPCONS 3/16"f7J X 3-1/2" LONG 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 2X8 (TYP) ` '' BLOCK@ SPACING rr 1 DETAIL O.C. 2 ROWS INTO 1X8 P.T. STAGGERED @ 16" O.C. 2-ROWS INTO90 1X8 2x BAND W/ FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL MASONRY THROUGH 1r 3 DETAIL 10t. STD. 90' ` HOOK (TYP.) JOIST @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 1Od @ TRUSS VERT. WEB 3/16" x 3 -1/2" TAPCON @ 16" METAL SEAT PLATE 1X4 P.T. NOTE: O.C. & 4" FROM 3/16" x 3 -1/2" DOOR JAMB (REFER 1/2" DRYWALL 1 X 4Lil LAP SHEATHING TO DOOR JAMB (REFER EACH END W/ MIN 2" EDGE DIST. DOOR JAMB REFER TAPCON TO SHT. SDW2-K1 FOR ( TO SHT. SDW2-K1 CONN. DETAILS ` BOTTOM OF BAND TO SHT. SDW2-K1 JOIST TYPICAL FOR CONN. DETAILS FOR CONN. DETAILS 10d @ 12" O.C. 1 X 4 FURRING 2X8 P.T. WITH 3/16" (3 X 3" ' +2° NOTC @ FIRST COURSE SIMPSON HGAMI OKTA @ 12" O.C. LONG TAPCONS 2x P.T. AS REQ'D 2X8 P.T. STAGGERED @ 16" O.C. 2X8 I ` INTO BAND JOIST & 4) 1REW /4'x2 3/4" TITEN INTO K.O. BLOCK 2x DETAIL rr 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1/4 DETAIL ±5A NOTCH WEB AT THE FIRST 2 COURSES BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS �cc FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION KHSCALE: RETROFIT FOR MISSING EMBEDDED STRAP N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A = 1610 #FOR 2 STRAPS FILL 1st COURSES EMBEDMENT INTO BLK.) 1/4" MAX SOLID W/GROUT 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 2 -0 8 1 PLY PRE-ENGINEERED TRUSS ° BLOCK HEADER ARCH BLKG. & BUCK 1/4" x 31/4" TAPCONS .a SIMPSON HM9KT w/ (4) 1/4"x1 1/2" SDS 1/2" DRYWALL * SCREWS & (5)1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) 2 x 8 45" DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/BLKG. INSIDE TO ALLOW FOR INSULATION '.. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. FURTHER INSTRUCTIONS. BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3) 10d NAILS AT EA, END RETROFIT TRUSS DETAIL OVERHAN CONNECT W/ 8d NAILS BRACE/ BLKG. '.Q N.T.S. ,• INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 4" MIN. OF 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 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. START OF ARC IF TRUSSES USED) W/ (3) #6 X 4'Yz" WOOD NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY k 0 NAILS @ 8" O.C. �FRygN ARCH DETAIL J WALL USE (3)1/4" X 31/2" TAPCONS AT 16" TO TRUSS TOP CHORD TO TR10dUSS SCALE: N.T.S. SS O.C. 12 + + /V LF GTy + PLYWOOD SHEATHING -� " �� JACK TRUSS PROVIDED BY SEE + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24 O.C. + + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + BLOCKING AS • ° WITH 1/4" x 31/4" TAPCON 1 1/4" MIN. B_B ROOF SHEATHING ATTACHED + + REQUIRED `� > 1/4" MAX EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL TO SUPPORT ° ° o.• #5 BAR BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 2'-0" 8' (5)12d NAILS SIMPSON TRUSS %+ + SOFFIT + 'D. ° CENTERED W/ d 1 X 4 FURRING BLKG. &BUCK H2.5A w/ 10 2X6 TO 2X4 ( ) 2X4 SYP . ®. s H IN TOP o o ° ' , ' KNOCKOUT / N 8d NAILS EACH TRUSS , a .' 8d NAILS @ 8" O.C. AT BUCK _ CHAIR BLOCK PROVIDE 2 x 8 DIAG. BRACE B (2)10d 2 x 8S AT EA, E PROVIDE (2) MIN. PROVIDE 2x CONT. W/ (3) CONNECTOR s'® � MONO FOOTING _ VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24 TAPCON AT EA. SIDE BUCK - (1) WITHIN 4 12d NAILS JACK TRUSS PROVIDED BYJ SEE LINTEL 7 SIZE AND REINF. PER PLAN AND SECTION DETAILS -I LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 SCHED. ° ° CLEAN FILL ° 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT •> • DIRT �' z TO BE INSTALLED g BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL °. ° STANDARD o SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #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 �' �'' � °' � ° 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") • • ' • ' ' • ., . • . . ., . 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" 1 _, _, ►: '� THRU OSB INTO 2 x 8 O.C. '� ° '� ° r ° '� '� sk- ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS B-g ARCH DETAIL K SECTION @ENTRY L SECTION @ ROOF EXTENSION M STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS SCALE: 3/4" = V-0" SS SCALE: 3/4" = V-0" SS MONO TO STEMWALL FOOTING SECTION DETAILS SCALE: 3/4" = 1'-0" GLASS BLOCK INSTALLATION NOTES NOTE: !F RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. 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 DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE HOOKED DOWEL SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION, (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR SIMPSON HTT4 w/ (18) 10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION 1/2" NAILS TO STUDS & (1) - E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) (1) #5 BARS CONT. OCCURS 5/8" DIA. ALL THREAD ROD "SET" #5x6' EMBEDDED INTO EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING TOP WITH MIN. 3" EPDXIED w/ SIMPSON zo SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER COVER 6.0 F F EPDXY MIN. 6" EMBEDMENT & 0 FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) 3" MIN. EDGE DISTANCE w LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE EXPANSION STRIP _ l� p c� NON SHRINK GROUT. THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL ° o ; , w a A REINFORCING AS FOLLOWS: * SEALANT — _ �M I T1I T T� �T�— T�� d o- 1 PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. D e• p �11 III T'R ! hT•r I-J * PRESS PANEL REINFORCING INTO PLACE. — - I— — rJ Z #5x6 E BEDDED INTO M 0 6 MIN. LAP SPLICE W/ I�- � g EXISTING FOOTING 2 #5x6 IN CONC. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL — Q - cn Cn FILLED CELL SMOOTH. DO NO FURROW. - — I � N DRILL 34'4" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE �. P — - SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6 MIN. LAP p G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE c" REMAIN FREE OF MORTAR. NOTE: " z \ H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET, AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r g o TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT , ° 'b 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. 00,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. 0 1P zo —o z04 z a-- U) z Lf) (9 C � W � p .0 `.Li m W — 8 all "_ N M Cn Cn e a co SQi U O o 0 tT_00 0 ¢ M cn dO 8-Z. aQ O A 1 B D® N C H D C �- N O) 60 W a :h Z Sazo Z° 1_ ao w a LL1 N M a w >o a Z5 W a Z 0 ._w g x Ecv OW WLLV ji113� a \ W SE .0 qt • .Z Cr` F < F /Z� AOFESS`�O� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oz 30 Lu a� W < S Uz°O zE]�� o z Y J aLU 2� OSO W N ° h L W o� z LL �� a -a o O W /� �,/ J J µJ > °?poo 0 J / F- W JG d o w.. ' ^ Y / LL1 0 oa�� z - " So Z 2 W LLJ a Z 5 J �-i L1.! Q z w Y $~o fV .Vr�4 z Z I�JLJ, V) S 0 W O _ "" J ¢ i ,-i a cn o SCALE : AS NOTED DATE : 4/11/2018 TECH: MJAM ES VERSION NO' 10 SHEET NO. SS —_ i �:�.r� � �, �Irr ::I _ i. I YY/ L- , V u ` L/'1lw 1 , , , Y V LV CROSS BRACING DETAIL (TYP.)r1 SCALE: NTS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. -,7-- ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. ,;'ATRUSS USSES (2) 12D NAILS —y AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL r2 SCALE: NTS HIP G.T (2) 2x8 #2 SYP wr O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM a@ RAISED ENTRY MASONRY WALL 4 SCALE: 1/2" = V-0" EXTERIOR 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 s SCALE: 1/2" = 1'-0" TRUSS NOTES: TYP. HAND FRAMING ABOVE TRUSS 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 CONV. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" O.C. MAY BE NAILED EACH DIRECTION TYP. U.N.O. SIMPSON LSTA18 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN VERTICAL SCAB 2 x 6 w/ (12) 1Rd NAILS SIMPSON HEADER w/ () L.SEE PLAN I. FOR CANT. BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO #2 SPF 48" O.C. W/ 4 CENTERED AT 16d INTO HEADER & (6) INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST 2x8 BLOCKING NAILED @ 10d TOP & BOTTOM() PRE-ENG. TRUSS SPLIT TO TIE 10d INTO BEAM -SEE COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES EACH SIDE w/ (3) 12d NAILS OR SIMPSON H2.5A w/ BEAMS TOGETHER ROOF PLAN FOR MORE OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD WHEN REQUIRED w/ (2) (10) 8d NAILS A INFO SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SIMPSON HTS20 w/ (24) 10d x 7 SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION 1 1/2" NAILS EACH SEE FLOOR PLAN FOR OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN 2x4 #2 SYP NAILER. NAIL A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. COLLAR TIE FOR COLUMN SIZE INDICATED ON BM. TO STUDS w/ (3) 16d AT 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS EVERY 3rd & ADDITIONAL INFO. 7/16" OSB FLITCH PLATE SCHEDULE/PLAN SEE FLOOR PLAN FOR EACH STUD -TOENAIL ROOF AND EXTERIOR LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING RAFTER REQ'D ONLY WHEN COLUMN SIZE & BASE EACH TRUSS TO NAILER SHEATHING ATTACHED SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0'. BM INDICATED OPTION A O PT I 0 N B CONNECTION INFO OPTION C. w/ (3)10d PER NAILING SCHEDULE O.C. MAXIMUM. 2x4 SPF 2 (2) #7 x 3-1/2" SCHEDULE/ON SEE 2ND FLOOR WALL SECTION 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d WOOD SCREW EACH FOR ADDITIONAL INFORMATION NAILS AT EACH TRUSS INTERSECTION. CB TRUSS OR SIMPSON COMMON B M TO POST ATTACHMENTrA 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS H2.5A w/ (10) 8d NAILS . DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB AT 48" O.C. SEE ROOF PLAN ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB B FOR BEAM SIZE & = „ SCALE: 3/4„-0 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS BEVEL CUTS CONNECTION INFO. BM. SPLICE OVERCENTER DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS (OPTIONAL) OF POST PRE-ENG. TRUSS A A 01 ` 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP SEE PLAN FOR OP OF EAM MAX &EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. A • a v • DIAGONAL 2x8 #2 SPF RIDGE BEAM AT 8'-0" SIMPSO LUS26 w/ (8) 10d NAILS o WOOD MAX TRUSS •�C •�C 2x6 #2 SYP RAFTERS FOR SPANS 4FT SIMPSON MTS18 w/ (14) OR IF 2 PLY TRUSS SIMPSON ZSEE � TO 8FT 2X4 RAFTERS FOR SPANS LESS 10d NAILS TYP. U.N.O. SEE PLAN FOR SIMPSON LUS26-2 w/ (8) 16d NAILS TO FLOOR FRAMING PLAN it THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d CANT. IF MTS18 w/ (14) LEDGER AND J/S6 FOR MORE INFO. COMMON TOENAILS TO TIE BEAM SEE FLOOR PLAN FOR COLUMN SIZE & INDICATED 10d NAILS TYPU.N.O 2X10 #2 SYP CONT. LEDGER w/ (3) VERIFY WITH PLAN FOR LOCATION AND DIRECTION 2X4 CONT. AT CONC. MASONRY ADDITIONAL INFO. . . 1/2" X 41/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR co T & B CHORD STEEL OR WOOD (WOOD COLUMN SHOWN) LAG SCREWS INTO END OF EACH BLOCKING INFO) BEARING SUPPORT ° MIDDLE FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL ° SCREWS EACH SIDE) (TYPICAL) A -A ALTERNATE BLOCKING CORNER SECTION AT LOW ROOF 9 SEE FOUNDATION DETAIL @ INTERIOR BEARING ° , PLAN FOR MORE INFO SCALE: NTS 3 �,511 SCALE: NTS COMMON B M . ATTACHMENT $ WOOD TRUSS o A PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE: NTS SUPPORT WHERE TRUSS DEPTH EXCEEDS TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT SCALE: NTS OIL VARIES 2x STUDS @ 16" O.C. ROOF SHEATHING SEE 1/S5 FOR SEE PLAN FOR w/ SIMPSON SP1 w/ (10) 10d ATTACHED PER ADDITIONAL 8d NAILS AT VALLEY TRUSS NAILS ATBASE& NAILING SCHEDULE 2x4 #2 SPF BRACING @ OUTLOOKER 4" O.C. INFO. ATSIMPSON SP2 w/ 12 10d NAILS AT TOP 10d NAILS EXTERIOR SHEATHING INFO. 16" O.C. W/ 4 12d () COMMON TRUSSES. ATTACHED PER 2x BLOCKING BETWEEN STUDS c, TOENAILS TO TOP SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON NAILING SCHEDULE TO TRUSS W/ 2 12d TOENAILS ( ) STRUCTURAL SHEATHING PLATE & (2) 12d END MINF. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS EACH END ( BETWEEN TRUSSES ao G ATTACHED PER NAILING NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR GABL LOW ROOF/WALL TO EACH VERTICAL a SCHEDULE BOTTOM CHORD PLATE MORE INFO. TRUSS STUD)NAILS SHEATHING ATTACHED E `� PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d E VARIES W/ VARIES SEE PLAN FOR WALL LOCATION 2x4 BASE PLATE W/ 1/2" PLYWOOD NAILS 16" O.C. ALONG W/ @ = ROOF SLOPE SIMPSON w/ SIMPSON MTS12 w/ (14) 10d x (22) 10d NAILS OR (2) 16d NAILS TO 1 1/2" NAILS TO BLOCKING _ WOOD WALL SIMPSON MTS12 w/ EACH COMMON BELOW @ 16" O.C. OR TRUSS. 2X4 CONT. W/ (2) MIN. 2x4 #2 SPF STUDS @ (14) 10d x 1 1/2" NAILS TRUSS/ FRAMING TYP TOP & BOTTOM SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR TO FLOOR GIRDER o NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C. o STUD TYP. T&B PER NAILING SCHEDULE & • MASONRY WALL BELOW: SIMPSON PLYWOOD o (3) 12d TOENAILS TO a.. HETA16 w/ (9) 10d x 1 1/2" NAILS @ FLOORING TRUSS OR SEE PLAN FOR PLATE BELOW MASONRY WALL 4'-0" O.C. TO GABLE TRUSS ROOF SYSTEM TOP OF WALL OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER SEE TRUSS PLAN 4..(24) 10d x 1 1/2" NAILS @ 4'-0" O.C. °. W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR �. TO GABLE TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. a MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION Q COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE 16" O.C. MAX. °a SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) °2 S H EAR T RAN S F E R INFO. '� SECTION a@ FLOOR FOR CONNECTION FOR 16d NAILS AT EACH END CONNECTIONEC' TO G.T. N EXTERIOR. WALL SECTION ENTRY 8 CONNECTION 22 SECTION AT HIP GABLE �2 SECTION @ BUMP OUT 39 SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: NTS SCALE: 3/4" = V-0" SCALE: 3/4"=1'-0" W DETAILS & SECTIONS C0 zCn — o z(0 r% E3 U) z Awliffi_� S/'1 Uf � w •V — O w ,^ I— v J V O O [a) N W I — — U a) Cl) C" M N = a; U O O �E00 <C rr u7 g <o A 1 B Dm 11 N �O .N. to z-, cm U0 Z L``aJ M_ N C�wQ' z w z r � LU 10 �¢ Z UMN c� w Z Q � a W N Q M A O iC) U O WWW.FDSENG.CO i co WN ,� •: 0 �� '• F 1r ,.•'• R O F E S 5\O 7//,, /1111111111 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. LE AR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com �z 0 Lu Lu U�oo 2 0 M.z zz U) m o L z 0 z z = a U w �3 z U = \./ W J pro (V p Z<z< Q F g5�0 z z J *� U,aIi � LU z r-I LJ.J ¢ � z � -�o � <p N z Z tu �Q h �0 0 00 Q = J V) a rn T-4 a V) o SCALE : AS NOTED DATE : 4/11 /2018 TECH: MJAMES VERSION NO. �J^ . O SHEET NO. D1 00 W I E 0 x 00 FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE TEMPORARILY SECURE BARRIER WINDOW UNIT WEATHER DOOR ROUGH OPENING SLOPE RESISTIVE BARRIER 0.3 in: 12.0 in TAPE EXTERIOR WOOD FRAMEFLAS.CONSTR. (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING 3/4"-1" BEAD OF CONSTR. s SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN WALL BY 6 IN. UP JAMB 6". USE LIQUID NAIL BRAND EXTERIOR nssel�eLeowlNoowl OR EQUAL WEATHER PROOF CAULKING CEMT. FIN. WEATHER SELF -ADHERED FLASHING BUILDING PAPER 2 RESISITIVE BARRIER SEAL TOPS OF JOISTS WIRE LATH UNDER DECKING SUBFLOOR SELF -ADHERED FLASHING (SEE DETAIL WP07) HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weather resistive RIM JOIST THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under 1 1 AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 3. Fold weather resistive barrier back over head 2 2 O flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLASHING FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR DOOR WITH DDECK HSELF-ADHEREDING SECTION A I CEMT. FINISH SILL/ POTS ELF/ CHIMNEY SHOULDER EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT EXTERIOR SHEATHING 3/4%1" BEAD OF CONSTR. INSTALL SELF -ADHERED ASPHALT ADHESIVE NEEDED IN CORNERS ADHESIVE ADHESIVE TO BE APPLIED UNDER FLASHING JAMB &HEAD FLASHING THRESHOLD OF DOOR AND RETURN FLASHING, THROUGH SELF -ADHERED SEE SELF -ADHERED FLASHING UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW REFER TO TECHNICAL OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) LETTER ON CHEMICAL SCORED COMPATIBILITY 0 RELEASE PAPER SELF -ADHERED FLASHING ` SELF -ADHERED FLASHING, �ro (BEFORE FOLDING, SCORE EXTEND A MINIMUM 6" RELEASE PAPER SHOWN) EXPOSE SH ADHESIVE AS OWN) VERTICALLY FROM BOTTOM OF THRESHOLD SECTION -A (SEE DETAIL WP SELF -ADHERED FLASHING SELF -ADHERED FLASHING NAILING FLANGE 1 DO NOT FLASH OVER 2 SEAL TOPS OF JOISTS BOTTOM NAILING UNDER DECKING FLANGE 8 (SEE DETAIL WP07) NOT USED SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING DECK JOIST E AM O SELF-ADHEF SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK 1� SELF -ADHERED FLASHING PATCH HERED FLASHING 1 2 4 5 a SELF -ADHERED FLASHING INSIDE CORNER Ground SELF -ADHERED FLASHING FOUNDATION WEEP SCREED OUTSIDE CORNER iv mw 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 Tim). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.4 Exception: Omission of the water -resistive barrier is permitted in the following situations: 1. In detached accessory buildings. 2. Under exterior wall finish materials as permitted in Table R703.4 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.6.2.1 Weep Screeds A Minimum 0.019-inch (No. 26 Galy. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 Detail Instructions Refer to the number marked as #Din each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL NOT USED NOT USED "ima SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all UI M �g z-� Q cJ') UI Q) +__J W �V - O L" T ~ NE N ce o0 m It - N a M = N moo 0) 00 C) C) �o ILL 00 moo Q rn 0. rn Q o B D® N C B D C N N U) Z WCoN0 z r 0 �6 cu W -N� N a w W V ¢ �LL imzoc 6qq' .=a C N �W zaC,¢� aA W WWW.FDSENG.COM 00 N 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. L 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 0Z 0 �o f� Q z W � o i00 Z U Z �owz W LL co MJ_ MSco�o Z z L W C) f Z Ce e1 g D 3 '0 p_ O Z U /� IL J W .9 J T1 - w o F- Y P I- Q 5�m� �o Z¢Z� k IN� W < Z Z Po�4 W 0,10 W ¢WW J W 2 FZ� $au N N Q <t Z WZ z �ZS �o m 0o Z g W = Ln Z .-� a cn s SCALE : AS NOTED DATE : 4/11 /2018 TECH: MJAMES VERSION NO' 10 SHEET NO. W P SI MPSON Strong -Tie March 20, 2018 Re: Wood Construction Connector Compliance for 2015 International Codes & 2017 Florida Codes To Whom It May Concern Section 2303.5 of the 2015 International Building Code (IBC) and 2017 Florida Building Code (FBC) specifies that I oist hangers shall be tested per ASTM D7147 Testing and Establishing Loads of Joist Hangers. Previous versions of the IBC and FBC required testing to comply with ASTM D1761 Test Method for Mechanical Fasteners in Wood. Both methods determine a connector's allowable load as the lowest of the following: 1. Lowest ultimate of three tests (or average of 6) with a safety factor of 3 2. Average load at 118-inch deflection 3. Calculations per American Wood Council National Design Specification for Wood Construction (NDS) The primary changes in ASTM D7147 are requirements to measure properties of the tested materials, such as steel strength, fastener strength, and wood specific gravity. The tested ultimate loads must be adjusted when tested material properties exceed the specified properties: ICC Evaluation Services (]CC -ES) revised AC13 Acceptance Criteria for Joist Hangers and Similar Devices in October 2018 to incorporate a methodology to evaluate products to the 20151-Codes. Simpson Strong -Tie is working on re-evaluating wood construction connector loads to the new standard to update our product evaluation reports to the 2015 I -Codes. As soon as the updated evaluation reports are completed, we wll apply for Florida Product Approvals. However, reevaluating a large number of products will take time. While manufacturers work with product certification agencies to update their %rood connector evaluation reports, we recommend that building departments under the 2015 I -Codes and 2017 Florida Codes continue to accept code reports showing compliance to the 2012 and 2014 editions, respectively, until July 2018. The information in this letter is valid until 6/3012018 Men it will be re-evaluated by Simpson Strong -Tie. Please visit www.stronctie,00m for additional pertinent information. If you have questions or need further assistance regarding this matter, please contact the Simpson Strong -Tie Engineering Department at 800,999.5099. Sincerely, SIMPSON STRONG -TIE COMPANY INC. /6P4 Keith Cullum, P.E., LEED AP dw4BDW Engineer, Southeast U.S. Branch Page 1 of 1 Sinpson Strong -Tie Company Inc. 2221 Country Lane McKinney, TX 75069 Phone: 972.542.0326 Fax 972.542.4139 wwx.stren4jie.cum � _y :., .� .... ,� �_ _ m; .- ,� ��, �� `t-;`-' �' � u k',�•.1.a,s�. �,,�,� 2-. '.:. ,.,F- �:.,�:. ;,��.`."':� x .. �'�.. -- �v .... e ,. ..� k m H � ��itR �'� r-,-r�� .�+. ��^';�i A3 FL17244.1 ESR-3455 A23 FL10448.2 ESR-2606 HD210.2 FL17232.3 ESR-3445 HU210.2 FL10856.4 ESR-2549 HD212-2 FL17232.3 ESR-3445 HU212-2 FL10856.4 ESR-2549 HD216 FL17232.3 ESR-3445 HU216 FL10856.5 ESR-2549 H0216-3 FL17232.3 ESR-3445 HU216-3 FL10856.1 ESR-2549 HD26 FL17232.2 ESR-3445 HU26 FL10856,3 ESR-2549 HD28-2 FL17232.3 ESR-3445 HU28-2 FL10856.4 ESR-2549 HD410 FL17232.4 ESR-3445 HU410 FL10856.9 ESR-2549 HD412 FL17232.4 ESR-3445 HU412 FL10856.9 ESR-2549 HD610 FL17232.4 ESR-3445 HU610 FL10856.10 ESR-2549 H00410 FL17241.7 ESR-3444 HUC0410 FL11468.11 SIM200804 HGA10 FL17699.1 Evaluation Report HGA10KT FL11470.4 SIM200803 HGAM10 FL17699.1 Evaluation Report HGAM10KT FL11470.4 SIM200803 HHCP2 FL17236.7 ESR-3448 HCP2 FL10447.2 ESR-2551 HTA16 FL17680.4 Evaluation Report HETA16 FL11473.5 SIM200802 HTA20-18 FL17680.4 Evaluation Report HETA20 FL11473.5 SIM200802 HTT16 FL17324.2 Evaluation Report HTT16 FL11496.1 ES-0130 HTT45 FL17324.2 Evaluation Report HTT22 FL11496.1 ES-0130 HTW16 FL17244.8 ESR-3455 HTS16 FL10456.22 ESR-2613 HTW20 FL17244.8 ESR-3455 HTS20 FL10456.23 ESR-2613 HTW24 FL17244.8 ESR-3455 HTS24 FL10456.24 ESR-2613 HTW30 FL17244.8 ESR-3455 HTS30 FL10456.26 ESR-2613 HTWM16 FL6223.2 Evaluation Report HTSM16 FL11473.11 SIM200S02 HTWM20 FL6223.2 Evaluation Report HTSM20 FL11473.11 SIM200802 HUGT2 FL6223.3 Evaluation Report HGT2 FL10456.18 ESR-2613 HUGT3 FL6223.3 Evaluation Report HGT3 FL10456.19 ESR-2613 HUS210-2 FL17232.6 ESR-3445 HUS210-2 FL10856-R4 ESR-2549 HUS212-2 FL17232.6 ESR-3445 HUS212-2 FL10856.11 ESR-2549 HUS26 FL17232.6 ESR-3445 HUS26 FL10856.11 ESR-2549 HUS28 FL17232.6 ESR-3445 HUS28 FL10856.11 ESR-2549 HUS28-2 FL17232.6 ESR-3445 HUS28-2 FL10856.11 ESR-2549 JL24 FL17232.7 ESR-W5 LU24 FL10655.103 ESR-2549 JL26 FL17232.7 ESR-3445 LU26 FL10655.104 ESR-2549 JUS210-2 FL17232.11 ESR-3445 LUS210-2 FL10655.107 ESR-2549 JUS24 FL17232.10 ESR-3445 LUS24 FL10655.109 ESR-2549 JUS26 FL17232.11 ESR-3445 LUS26 FL10655.111 ESR-2549 JUS26-2 FL17232.11 ESR-3445 LUS26-2 FL10655.112 ESR-2549 JUS28 FL17232.11 ESR-3445 LUS28 FL10655.113 ESR-2549 JUS46 FL17232.11 ESR-3445 LUS46 FL10655.118 ESR-2549 KLEG3 FL17241.15 ESR-3444 LEG3 FL10667.71 ESR-2615 KST260 FL17244.15 ESR-3455 MST60 FL10852.7 ESR-2105 LSTA12 FL17244.18 ESR-3455 LSTA12 FL10852.4 ESR-2105 LSTA15 FL17244.18 ESR-3455 LSTA15 FL10852.4 ESR-2105 LSTA18 FL17244.18 ESR-3455 LSTA18 FL10852.4 ESR-2105 LSTA24 FL17244.18 ESR-3455 LSTA24 FL10852.4 ESR-2105 LSTA30 FL17244.18 ESR-3455 LSTA30 FL10852.4 ESR-2105 LSTA36 FL17244.18 ESR-3455 LSTA36 FL10852.5 ESR-2105 LTS19 FL17219.2 ER-0200 LTT19 FL1149&3 ER-130 LTS20B FL17219.2 ER-0200 LTT20B FL11496.3 ER-130 LTT131 FL17219.2 ER-0200 LTT131 FL11496.3 ER-130 LTW12 FL17244.8 ESR-3455 LTS12 FL10456.29 ESR-2613 LUGT2 FL17240.2 ESR-3447 LGT2 FL11470.7 SIM200803 MP3 FL17244.22 ESR-3455 LS30 FL10446.15 ESR-2606 MP34 FL17244.23 ESR-3455 A34 FL10446.3 ESR-2606 MP4F FL17244.24 ESR-3455 LTP4 FL10446.19 ESR-2606 MP5 FL17244.22 ESR-3455 LS50 FL10446.16 ESR-2606 MPH3516 FL17240.3 ESR-3447 WM1416 FL10667.86 ESR-2615 MSTA12 FL17244.18 ESR-3455 MSTA12 FL10852.8 ESR-2105 MSTA15 FL17244.18 ESR-3455 MSTA15 FL10852.8 ESR-2105 MSTA18 FL17244.18 ESR-3455 MSTA18 FL10852.9 ESR-2105 MSTA24 FL17244.18 ESR-3455 MSTA24 FL10852.9 ESR-2105 MSTA36 FL17244.18 ESR-3455 MSTA36 FL10852.9 ESR-2105 MSTC40 FL17244.26 ESR-3455 MSTC40 FL10852.11 ESR-2105 MSTC52 FL17244.26 ESR-3455 MSTC52 FL10852.11 ESR-2105 MTW12 FL17244.8 ESR-3455 MTS12 FL10456.33 ESR-2613 MTW16 FL17244.8 ESR-3455 MTS16 FL10456.34 ESR-2613 MTW18 FL17244.8 ESR-3455 MTS18 FL10456.35 ESR-2613 MTW20 FL17244.8 ESR-3455 MTS20 FL10456.36 ESR-2613 MUGT15 FL17240.5 ESR-3447 MGT FL11470.9 SIM200803 NFM35X12 FL578.2 Evaluation Report MBHA3.56/11.25 FL13904.6 ESR-2816 NFM35X16U FL578.3 Evaluation Report MBHA3.56/16 FL13904.6 ESR-2616 PAU44 FL17239.13 ESR-3449 HDU2-SDS2.5 FL10441.4 ESR-2330 PAU66 FL17239.13 ESR-3449 GLTV3.516 FL10667.8 ESR-2615 PHD2A FL17219.3 ER-0200 FGTR FL11473.2 SIM200802 PHXU3516 FL17241.20 ESR-3444 CS16 FL10852.1 ESR-2105 RFUS FL6223.5 Evaluation Report H1 1`1_10456.5 ESR-2613 RS150 FL17244.27 ESR-3455 H10 FL10458.6 ESR-2613 RT15 FL17236.3 ESR-3448 H10-2 FL10456.7 ESR-2613 RT16-2 FL17236.2 ESR-3448 H10A FL10456.6 ESR-2613 RT16A FL17236.2 ESR-3448 H3 FL10456.13 ESR-2613 RT3A FL17236.3 ESR-3448 H4 FL10456.14 ESR-2613 RT4 FL17236.3 ESR-3448 H5 FL10456.15 ESR-2613 RT5 FL17236.3 ESR-3448 H2.5 FL10456.11 ESR-2613 RT7 FL17236.3 ESR-3448 H2.5A FL10456.12 ESR-2613 RT7A FL17236.3 ESR-3448 H8 FL11470.3 SIM20GB03 RT8A FL17236.3 ESR-3448 SP1 FL10456.41 ESR-2613 SPT22 FL17244.30 ESR-3455 SP2 FL10456.42 ESR-2613 SPT24 FL17244.31 ESR-3455 SP4 FL10458.43 ESR-2613 SPT4 FL17244.32 ESR-3455 SP6 FL10456.44 ESR-2613 SPT6 FL17244.32 ESR-3455 SPB FL10456.45 ESR-2613 SPT8 FL17244.32 ESR-3455 SPH4 FL10456.46 ESR-2613 SPTH4 FL17244.32 ESR-3455 SPH6 FL10456.47 ESR-2613 SPTH6 FL17244.32 ESR-3455 SPH8 FL10456.48 ESR-2613 SPTH8 FL17244.32 ESR-3455 U24 FL10655.141 ESR-2549 SUH24 FL17232.13 ESR-3445 HHUS28-2 FL10655.3 ESR-2549 THD28 FL17232.16 ESR-3445 HHUS410 FL10655.4 ESR-2549 TH028-2 FL17232.16 ESR-3445 HGUS5.25/12 FL11468.11 SIM200804 THD410 FL17232.16 ESR-3445 HGUS414 FL11468.10 SIM200804 THD412 FL17232.16 ESR-3445 HDOB-SDS3 FL10441.1 ESR-2330 THD612 FL17232.16 ESR-3445 MSTAM24 FL11473.19 SIM200802 THDH414 FL17232.17 ESR-3445 MSTAM36 FL11473.19 SIM200802 UGTS3F FL2033.1 Evaluation Report MSTCM40 FL11473.19 SIM200802 UPHD8 FL17219.5 ER-0200 HHETA20 FL11473.9 SIM200802 - - LGT3-SDS2.5 FL11470.7 SIM200803 - - - LGUM26.2 FL11473.12 SIM200802 PRODUCT APPROVAL SPECIFICATION SHEET (2018) March 28, 2018 As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures 1. EXTERIOR DOORS A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.6 +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.9 +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.14 +67.0/-67.0 psf ThermaTru Classic -Craft and Benchmark FL15225.1 +67,0/-67.0 psf ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 psf ThermaTru FiberClassic, Smoothstar, ClassicCraft, Rustic FL7640.1 +67.0/-67.0 psf B. SLIDING MI Windows and Doors Series 420 FL15332.1 - F1_15332.5 +40.0/40.0 psf PGT Series 5570 FL251.10 C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psf Clopay Building Products Residential WindCode Doors W5 (16X7) FL15279.53 +30.0/-30.0 psf Clopay Building Products Residential WindCode Doors W6 (8X7) FL15279.85 +38.01-42.0 psf Clopay Building Products Residential WindCode Doors W6 (16X7) FL15279.102 +37.0/-41.0 psf D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst ant) 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.0/-55.0 psf PGT Series 5500 FL239.7 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.0/-50.0 psf C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.0/-40.0 psf PGT Series 5520 FL243.9 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A PGT Series 5500 FL261.1 N/A E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A B. UNDERLAYMENTS Tamko 1511b Felt Underlayment FL12328.6 N/A C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A Florida Metal Products, Inc Vent RV10 FL21580.3 N/A Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A F. METAL ROOF Gulf Coast Supply & Manufacturing, LLC 0.032" Aluminum GulfLok 16" wide roof panel FL11651.2 R3 N/A 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn, see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following Information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE N a) i Cn Ca O }. 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