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HomeMy WebLinkAbout3304 Kresterbrooke Ln3 �0 /(W­Awio�/�� 0 am a ; INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 ROOF FRAMING PLAN 8 LINTEL DETAILS SN STRUCTURALNOTES ABBREVIATIONS SN1 DETAILS AB or A.B. Anchor Bolt FIX or FXD Fixed RA or R/A or R.A. Return Air S3S STEM DETAILS S4 DETAILS ABV or Abv. Above FLR or Fir. Floor RAG or Rag. Return Air Grill AC or A/C Air -Conditioner FLR SYS or Flr Sys Floor System RAD or Rad. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry REC or Rec. Recessed S5 DETAILS SS RETROFIT DETAILS AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace RECEPT Receptacle AHU or A.H.U. Air Handler Unit FR DR French Door REF or Ref. Refrigerator ALTorALT. Alternate FRT Front REINF Reinforcing D1 SECTIONS &DETAILS Wp WATERPROOFING DETAILS BC Base Cabinet FT or Ft. Foot/ Feet REQD or Req'd. Required BF Bifold Door FTG or Ftg. Footing RM or Rm. Room PA1.0 PRODUCT APPROVAL NUMBERS BK SH or Bk Sh BookSheif GALV or Galv. Galvanized RND or Rnd. Round BLK or BLK. Block GC or G.C. General Contractor RO or R.O. Rough Opening — PA1.1 PRODUCT APPROVAL NUMBERS BLW or BLW. Below GFI or G.F.I. Ground Fault Interrupter RS or R/S or R&S Rod and Shelf PA1.2 PRODUCT APPROVAL NUMBERS BM or Bm. Beam GT or G.T. Girder Truss SO or SD. Smoke Detector BOTor Bot. Bottom GYP BD or Gyp. Bd. Gypsum Board SQ FT or SF or S.F. Square Foot (feet) PA1.3 PRODUCT APPROVAL NUMBERS BP or B.P. Bypass (door) HB Hose Bibb SGD Sliding Glass Door BRG or BRG. Bearing HDR or Hdr. Header SH or Sh. 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 HORIZ Horizontal SL or S.L. Side Lights CJ or Control Joint HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir r C Cig. CLG Ceiling or ILO In Lieu Of SPECS or SPECS. Specifications ❑ FI: FE p EE] CMU COFF or Concrete Masonry Unit Coffered or Tray Ceiling INSUL or Insul. INT or Insulation Interior SQ or Sq. S Square Storage a FF 11a D[71 COL or Col.ol. Column KlWALL or KiWall Kneewail SW or S.W. Shear Waii or Comm. P or Comp. Community Compressor KS or K.S. LAUN or Lauri. Knee Space Laundry SYP or S.Y.P. TB Southern Yellow Pine Towel Bar ElCOMCOMM ❑ FE77 0 p 0 1E CONN or CONN. Connection LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. D or D. Ceramic Tile Dryer LF or L.F. ILL Linear Ft. Lintel Length THIKN or Thik'n. TOB or T.O.B. Thicken Top of Block ❑ ❑ ■ ❑ ❑ ❑ ❑ ❑ 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 3 DISP or Disp. Disposal MIN or MICRO or Micro. Microwave UC or u.c. Under Counter DIST or Dist. Distance MIN or Min Minimum UCL Under Cabinet Lighting DMF Decorative Masonry Finish MIR or Mir. Mirror UNO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack ML or M.L. Microlam V or v. Valve (shower or tub/shower) DTL Detail MONO or Mono Monolithic VB Vanity Base = DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical oDVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL orV.L. Versalam N DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR Vent through Roof EA or Ea. Each OPT or Opt. Optional W or w Washer EW or E.W. Each Way PC Pull Chain WI or w/ With ELEC or Elec. Electrical PED or Ped. Pedestal WC or W/C or W.C. Water Closet (toilet) o ELEV or Elev. Elevation PH Phone WA or W.A. Wedge Anchor EQ Equal PKT or Pkt. Pocket (Door) WD or Wd Wood °O EXT or Ext. Exterior PL or P.L. Parallam WOW HDR or WOW HDR. Window Header :i EXP or Exp. Expansion PLF Pounds per linear foot WH or W.H. Water Heater ¢ FBC Florida Building Code PLT HT or Pit. Ht. Plate Height WC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLNT SHLF or Pit. Sh. Plant Shelf WM or W.M. Wall Mounted (plumbing fixture) LO FXD GL Fixed Glass PSF Pounds per square foot WP Water Proofing) FG Fiberglass (Shower Pan) PT or P.T. Pressure Treated WS Water Softener FIN Finished PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) v FIN FLR or FF or Fin. Flr. Finished Floor PWDR or Pwd. Powder Room REVISIONS 0 J 08-20-15 1.00 NEW BASE PLAN 00 12-8-15 2.00 FRAME -WALK REVISIONS 12-27-17 3.00 2017 FBC UPDATES MEAN ROOF 15 FT. HIGH TYPICAL o FOR SINGLE STORY HOMES a MEAN ROOF 30 FT. HIGH TYPICAL o o FOR 2 STORY HOMES FT THIS DRAWING AND DESIGN IS VALID E FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE ALL WORK SHALL COMPLYWITH PREVAILING FLGRIPABUILUNC; CODE, CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES E` CODES NATIONAL ELECTRIC CODE, , 171 OF CODE SECTIONS. 2 AND THE CITY OF ,ZEP 3YRHILLS �� SEE FBCR (CURRENT VERSION) FOR ��il COMPLETE CODE INFORMATION. y°q�ee ,� li;AIt Notice to Builder & All Subcontractors is the intent of Designer/Engineer listed in the titleblock of these documents documents be Licensed that these accurate, providing 0— Professionals clear information. Every attempt has been made to a prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations co o undetected and not reported to the Designer / Engineer prior to 0 construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding 1551 the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without N advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. z co — o z CO Z3J z Q --- J UJ U) z � w �U — O L r ^ m E v I Vl co CD N LLl E — U N M M N M S a� O0N U N" in cc o o <[ 0� CL o v Qv �a o A1 B D. UCB­° N N O v� N LuO M 00 Z� g N� z w z U) �LLo� w N V LLU IOZO-S' ) % C14 � °' ' LLZ A L1J ��lE/t ��� �0 U 'WwW.t�S .ctlt�t . Q)Of n� a/t�l boy 8 O F S;; 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 oZ _o Lo LU za <F Q w v'oo U ZuJ Lu Co �o-Co f - LJJ Uwu-No O � L L,L I Z Z }o _ Z Z a j 0 0LU �--i . � O se¢ �k. O J Y / 0 U w O m L f a QaQ J N + Tr zaZa w�a Q Nt ¢a,L Z Z 62 w to ;w5 0 QLU o a c �O 00 .--� Q Z Z aao Z a CO (� ` 6 4z J UJJ L � Z a SCALE : AS NOTED DATE : 7/30/2018 TECH: MJAM ES VERSION No' 10 O SHEET NO. C S y T I l II Vl i1a �`�li i c a> v _ cV 0 0 CN 00 <c LO CY- 0 00 LO I 00 tR 00 00 c d TYP @ 1 STORY A S3 H.B.+ o W 2868 I Al IKr 2161 I iv a � z D ----------- I I I r N N I I I TIE o 15'-02" CO CD I I I I 20'-04" I 7$ 5'-0" O T. D OP . W I I I FAMILY R M DRYER VENT THRU - R&s --- - WALL 2 CAR GARAGE VAULT CLG. I 5-SH HANSON BOX O �\ CARPET _ _ I � I I 8 L. I 0 I I O M r -- - 16" DEEP @ 36" A.F.F. I p I I I I iv OPT. N ,s _ w p I I I L REF- J -0" LG. '90 I I = 11 0 -1 rnz EDGE OF SLAB 2" I IY I I UJI O CO _ - I Cj BEYOND WALL 1 > I -Est onrlgI 0 I X i 2'I6" I M I I I - - 20'-04" I I co I I 2' 2" I I I 1 I N I 11-A W S3 1 I I I 9'-6' CLG. 2:12SLOPE� 4'-0" CEILING I 1 I i 1 1 Elo I O �� 2'-6" E I I I I I N P f¢ ' ' ENTRY i O I I I I I EIV j 1 BUILDER TO PROVIDE I I S3 I( 8'-0" CLG. PATIO I I D.W. I APPLIANCE S3 L _-_-------- PROTECTION WHEN G.T. - EIV - b CAFE REQUIRED PER FBC ------ o O� VAULT. CLG I j I �- '- CDfO � LO CARPET I 16'-521 I 8'-3" K S3 -104„ 6'-8„ ,_6„ 3068 7'-48., 7851,00 (4) 2x4 #2 SYP STUDS FOYER O 1 ' �' I 1? G I 0 I "' W/ USP HTT4 @ BASE TILE I 9'-6" CLG. i I "' S3 I I H_ _ A_T_7'-4" 11111777777111 I o -�---- B. . TYP @ 1 STORY - R&S N -------ju) R&S R&S 00 W.I.C. 166 R&S A S3 (4) 2x4 #2 SYP STUDS I W/ USP HTT4 BASE @c� 00 co AHU 8'-0" CLG. 4068 B.F. 4068 B.F. ;2668[ TYP @ 1 STORY L? CARPET 0 2668 A 00 OWNER'S S _8,2" 8, 0„ 4, 2„ 3, 74„ 8,_044„ S3 ; E BEDROOM M SUITE _ N 8'-0" CLG. ^T 165DEEP to `� 8'-0" CLG. CARPET BEDROOM 2 O " CARPET LINEN C oa R o 8'-0" CLG. N I _ Tt` CARPET v=i O 60"x36" N SHOWER C;1 TIE 8i-52' TILEp i - 15'-04a" r` , 3,_0" in 10,4' 2„ 5 10'-5" r` IBERGLAS URROUN TIP (FIBERGLASSf► o URROUND cv 477,411111011111111111111111 W 1101111111111111111 1111111*1177111111111 IA TYP @ 1 STORY 25-SH S3 O HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 112" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/P" 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 j S.H. 13 20X38j 184X374 S.H. 14 20X50j 184X50 S.H. 15 20X63 18jX62j S.H. 16 20 X 72 18 j X 714 S.H. 432 27 1/4 X 26 26 X 25 4 S.H. 433 27 1/4 X 38 j N/A S.H. 434 27 } X 50 1 N/A S.H, 433 N/A 26 x 37 4 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 71 112 S.H. 22 371 X 26 36 4 X 25 112 S.H. 23 371 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 J X 63 36 j X 62 1/2 S.H. 26 37jX72 364X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 4 X 25 4 S.H. 33 54 X 38 J 52 4 X 37 4 S.H. 34 54 X 50 j 52 4 X 50 S.H. 35 54 X 63 52 j X 62 4 S.H. 36 54 X 72 52 4 X 71 j S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. (',AnAral Nntac R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" +29.7 / -30.8 © +29.7 / -39.2 © +28.3 I -30.8 �D +28.3 / -36.4 OE +26.6 / -28.0 O +26.6 / -32.2 GO SEE SN SHEET SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +34.0 / -44.8 WALL LEGEND TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "A1" 1ST FLOOR LIVING AREA 1555 LIVING TOTAL 1555 GARAGE 408 FRONT ENTRY 45 TOTALAREA 2008 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING I R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION I R-11/R-13 KRAFT FACED (GARAGE / LIVING) 5� t 7. o o z�z Q J (D a 0 U) z cn a--J w i6 p •O w Ln T o U W 0 CD N W N rM tM M M _ U 2 ,0 O _o No U -1-- Ib 5 < o m o- o �fl:S rn ¢ d B D® N N LU goN � Z W M N � Z �' z � Vf � va W O W V ¢ Z D m C3¢ °� p C N Qa N LL W Ul ¢ M N FYSF�*G' 0 61 i . 4, 1, 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 I Tampa, FL 33607 www.LennarTampa.com oz 00 z¢a fF Uj rX oo�° z W Q Q Z U$WW La J 00 Q O_5o W • V W N zz L O Q U zz O 5 z O v \ / �//�� �/ / J W 4 . WC°Oo Ln Q22 L0 �d�a z P U-1 ,~-1 L 0 2 o J rI L1J R F Y g�- 0000 2:z Q z Z N p 0° L ) oo g = O ,-i a to o SCALE : AS NOTED DATE : 7/30/2018 TECH: MJAM ES VERSION NO. 10 O SHEET NO. 1.0 b 2'-84 I it 8'-0° 3 0" 8'-52"' MIRROR MIRROR i b co 0 h o r � n o 00 I EF _ 9 r> Cl) X O O rn 3 BATH 2 OWNER'S BATHROOM o: c a� M N C 8 6-0" 01 cn co 10 8'-54' 10 00 LO t ao i Q 0 c� 0 c) L\j Lj Lj// HOOD ILJ 0 O J Ln 0 (V tV N DW� c OPT. REF. RANGE Q O KITCHEN ISLAND KITCHEN KITCHEN a E a E 0 `v m 0 U 0 0 U N a oa N C O INTERIOR ELEVATIONS. SCALE: 1 /2"=1'-0" nt � V co O (0 N [31 U) ,s�nn I ^) V ^v ' w C/7 W V — O w `� E- m LLJ E N a) M O Cl) ICU N wig U co CA O O p J✓ U- 06 O Q 0I Co CL O dd' C O) Q O A 1 B D® n-c e n c N N �D Z W c�N�Z cc ` J c W' N '-D a w W L c rn I V c N O r LL fd M AiN, I'mP ���g o"e €b e0M eo o C� •.° �✓ GaCQFEaz��� 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 611n Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 4600 W. Cypress St, Suite 200 ( Tampa, FL 33607 www.LennarTampa.com z Q 5 W� zQ w ao8cc) zZ a t/1 V J =Ozz J J 8 W LL N m W W Q z r 8 a r LD n3 C ^^ L� CC •� W o a _ J u-� z QLL z wuO rY 0- u I- �5 w 'r ' w Q UQ `�.�. i�ma L l � 0. N I> z¢z ¢a< Q oho Z 0LI � J r1 W W Q ¢z8 ova o�F z l0 00 <C Z Z �' zQ o W 0 co g = J un ¢ LU SCALE : AS NOTED DATE : 7/30/2018 TECH: MJAMES VERSION NO. 10 SHEET NO. 2.0 c a� v v CV M S N n 00 r, 02 LO it v rn 0 J CO 00 tz Q 00 C* 0 00 N 0 r7 I 2'-0" I F_FL.--------I------------L--------------- 12 5� 4' RIDGE VENT 12 zz::::�5 19' RIDGE VENT 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 1" x 9" SMOOTH TEXTURED HEAD/BAND TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP. ) FRONT ELEVATION - Al SCALE: 1 /4"= V-0" 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS — — T.O.M HDRHGT. ---------- F.FL. O 00 (O LEFT ELEVATION - Al 1 /4"=1' General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION .G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED, LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES, Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. —CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN"* (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA/ LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA/ SO. FT. F v 0 Z cn — o z(D z Q a U) z V) 0 � w 0 •U — p w F- �� ~ o n3 U o 0 m N W o Was a) co C (0 CO =t�?� �i 000 L_L.L00 �O � Co U) o zCrn �QAl rn Q o I B D® N N N V� O M p W z Z W gNCY w J ce LLo.� ii w N `" R w LL' a LULU a�< Z0 c c0 LLZ M E� Q 'o 0 CO J °• �✓ si � �*. CEO �� ,¢,,, '•� • 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 - Residentiai 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oz 0 �o z Q Qg (%) w < of z oo800 0 uJ < �a7�J o?Z K > 12- OW LL N 8Uo i LU J zz ro W �z Z U x a J uJ U U = \ / �I 2,S > u- o 0 Y 11' 0 ' ^ L O Qma a 0 f V / T-4 LL z a z` w Q a¢f� o � C8 Z 2:o W L0 W �az8 lJ J � U-)I- U a � 00 a a z <<o z0 � m Z g = z � o SCALE : AS NOTED DATE : 7/30/2018 TECH: MJAM ES VERSION No' 10 O SHEET NO. 3.1 M J Q 0 co 00 0 0 rn Cn T.O.M.---- 1'-0" HDR HGT. F. FL. T.O.M. 19' RIDGE VENT 12 5� 12 5 4' RIDGE VENT 12 �5 EXT€ND€D------- OVERHANG TO BE CENTERED ON DOOR 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. _ SPECIFICATIONS --------------------- TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) 12 ;�5 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 1 -0 TEXTURED TEXTURED CEMENTICIOUS CEMENTICIOUS FINISH ON C.M.U. FINISH ON C.M.U. 2'-0" (TYP.) (TYP.) F.FL- — — — — — — — — — — — — — — — — — — — — — — — — ------------------------------------------------------------------------------------------- — REAR ELEVATION — Al SCALE: 1 /4"=1'-0" RIGHT 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 -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN — (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SO. FT. C9 M O O Z N �C a V) CD C J w �V — O w m H = o i� C) M m N LIJ F_ C v Cl) _ O_o0 U ��00 U) o Q m fl o v 0 M Q d B D. - N N o O v� N O M T 00 C"cV F a?�m c a _LL ua,k LU �W a �>0'm 2 Z-oNa' 3 U) io o- Z U) E '91 LL co_ B W aw N'�� WWVW. E G.COr ..'--z _J ®°h 04 ca QRC) F E S• ,��� �•,� 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. L E N A R 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Oz Lo za 2: z w ¢ s ir 5z o O ooaa F— �0Luz 222JJ c a Co `Q / o��o "W�o W m zz I: —1 r o0 rGzu . r \ Q a n Z a U) 0 Z z a O v _ = `-� T-1 < �W ~ �yyY� l Oq. _ / 'rA' LU O U z��� aaf� 0<0 Z Z W LA �°�� a Lu U J r-i W W ¢z� O Q F l0 00 Q Q Z Paz /� Z tj �io� m Lr / 06 z 4 J to w O � 0 BUJ V/ SCALE : AS NOTED DATE : 7/30/2018 TECH: MJAM ES VERSION NO. 10 SHEET NO. 3.2 2 1 2" N VARIES *NOTE: FOAM TO BE USED ONLY WHEN 1'-10" 1z , CAP 1" RADIUS 3 1/2" RADIUS 1/2" RADIUS r' CAP N REQUIRED BY COMMUNITY 3/4" RADIUS 4 V-5 ' (V 00 - to SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES 2" J2 `~ Mla 1 1" = BUILT W/ STUCCO. 1/2" RADIUS 1" 1" N EDGE OF 1" 4" VARIES rIN 1" OPENING VARIES 0 21" 2 11" VARIES 1'-4" 12 VARIES 1„ SIN 1 1/2" RADIUS 4" 3a, 4" 4f �--j M1� 2" 2 1/2" RADIUS Mir _ rlct - .- ap vSINCID VARIES 12" MLi 32" 11" 32 1" BASE CO N BASE 3.. � N 1 1 " 3" &Mrs 4 1 _8 4 Not N 12' *NOTE: VARIES 8" 2" 3„ 17 FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 1" OPENING VARIES 2" �N 1'-6" 1" V41 1" 19 DETAIL TO BE 2" `t BUILT W/ STUCCO. 2" EDGE OF 2a" OPENING 6" T - 1-1/2" THICK 1-1/2" THICK 0 4" 101, N 24' � 10" 11 6" � _ -Iv M N4-�'[ 3 d ' 2 N 6" cn W 3 v 1-1/2" THICK 32' a 24 ' � v N � =1a M 2'4" 52 52 1 -5 1 3, I I 54" N 2 - ^M cc ,n 4" 1" 12 p VARIES VARIES 0 1 2 W 22' Ch VARIES VARIES � 1 4" 3z Qg' CN —OI r---- ----- 1 1 00 3.. �Q �ti 6" 4" KEYSTONE F11 0 OPTIONAL 00 = KEYSTONE F11 OPTIONAL CD 1 R (0 s" z, . 4T, LO ' 4" GARAGE DR. OPENING 4" 3 4 ' 4" WINDOW OPENING 4" 4" Y-1 NOTE: INSTALL OVER STONE, TYP. = VARIES • • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • • FOAM/ EPS MATERIAL IS ACCEPTED Q NOTE: • FIN. TO HAVE TRADITIONAL LOOK & 146 1'-64" 14. 12" 2' 1 1 4 2" SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 54" 1'-12' 54" 3'-8" 7„ iv c 1 r 4" 3'_0" 101, 1'_4" 4" 101, - N 0 Cn m = to 00 CD0 v c J 54 co to o T 04 In = = r A U (V I i y U ON _ _ a0 O • a MMr 1" R �0 -12„ = 0 cV 1„ �M GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM V) - 0 POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH C� r zM 0 zC) z� Q II� Q) C0 o ('411 +-j w C6 M •O W r F-- -(D-v ) O U 2M o� m W E �8 CM M N D M �? O o 0 L_Me000 O Y t` <C rn a v rn Q d B D® N wQY i r N N O � §>cq W Z J = a U' Z I— � (" ;O w� CS ii � W ^o .3 �j k. W LU �'10 ��� a Z N 4¢ a o oh o LLZ W a N¢"' a O � CaJ O WWW.FDSENG.COM 00 0 C'4 O M ti O 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. L NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com O Lu Qi �F w<cecr UZ_00 OnCZ ui 0 z r�y a uj I- U LL N o L1J o z zz z r OF C G f Z S Q C N 43 LCC 0 O r W U � O0z0 .;r 0 x 9.n y � r\ ■.. U2�—Ql N Id / zazOu go�� Z Z W Ln W �az� J r-I W y i- tj U g~o 00 Q Q z C-az ,—I z t z J g m � Z Q J LW = - z o f � SCALE : AS NOTED DATE : 7/30/2018 TECH: MJAM ES VERSION NO. . o SHEET NO. F1 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 200A INDOOR PANEL NEMA 1 200 AMP MO 200 amp 150 amp copper to lights & outlets copper to 20 amp clas 2 copper to WH 3 copper to Dryer or 4/0 SER Alu POWER CO. FEED—� f INTERSYSTEM �Uf 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 14, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the 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 DUPLEX OUTLET ABOVE COUNTER 3 WEATHERPROOF DUPLEX OUTLET � W.P. GROUND FAULT INTERRUPTER DUPLEX OUTLET G.F.I. HALF -SWITCHED DUPLEX OUTLET CV o I :�;'h SPECIAL PURPOSE OUTLET d.. DUPLEX OUTLET IN FLOOR P 220 VOLT OUTLET co WALL SWITCH x $3 THREE-WAY SWITCH FOUR-WAY SWITCH _T4 R RHEOSTAT SWITCH it CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE N M o WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE to LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS P.C. e TRACK LIGHT FLUORESCENT LIGHT FIXTURE Q EXHAUST FAN i �+ EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) N o PB PUSH BUTTON SWITCH (OPTIONAL) CL o H�g PUSH BUTTON SWITCH - DOOR BELL E SD SMOKE DETECTOR o CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) i TELEPHONE (OPTIONAL) K in TELEVISION (OPTIONAL) a o o Ta 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. THERMOSTAT i ELECTRIC METER .o i WI ELECTRIC PANEL —�I DISCONNECT SWITCH o ® SPEAKER (OPTIONAL) cV O ^ to Il\( ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR � G J OPT. CEILING FAN g W (1) PHONE LINE, (1) DATA PORT VERIFY METER LOCATION WITH BUILDER H A I I VERIFY LOCATION _IRRIGATION ELECTRICAL PANEL GFI @ 44" A.F.F. I I OPT. I I I FAMILY ki'W" GFI - ° - --W - \ \ \� 2 CAR GARAGE I /2ROUGH-IN FOR I I I OPT. CLG. FAN/ \ — — — — — G LIGHT PRE -WIRE GFI \� OPT. ~ = I II L REF_ J \ o C I GARAGE I I t T-4 " GFI @ \ a I11 DOOR I I I - — - 44" Q to l GFI I I A.F.F. I I I � < / nW. GFI-- -- CAI l U.C. SWITCH — 1 I I I FOR DISPOSAL I T I I I I I I I I I I l�-A, I I I I /� I I I l I II I I Z Z_ a ` ' ' ENTRY _F�IyI I o o L---� I I I �— — � c> I I W.H. O I I I PATIO I III I GI GFI@44" L-----------_ I I i I A.F.F. CAFE I I �— C_ ��` D.W.I j i GFI T DEDICATED RECEPTACLE 1' 3 3--I— 3 FOR MICROWAVE RANGE \ j \ HOOD PER SPECS ` _ _ FOYER 0o I M i--�—� I �, _ — - WP WID ; GFI I I GFI I I�. I _ ---- W.I.C.--�-------------- � ----�-------------- C.M + I S.D. I �M I S.D. S.D. OWNER1 RECEPT� BEDROOM 3 / SU ITFz FOR I ROUGH -IN FOR / /ALAOPT. CLG. FAN/ SYSTEM! ' _ BEDROOM 2 LIGHT PRE -WIRE /2ROUGH-IN FOR. / ' `\ OPT. CLG. FAN/ DISC. I� ROUGH -IN FOR f—� -1 LIGHT PRE -WIRE OPT. CLG. FAN/ > WIP I LIGHT PRE -WIRE - _ VP GFIfit OCPAD F! \�•�// VP o► i M MAIN FLOOR ELECTRICAL PLAN SCALE: %4'=1'-0" M 0 o Z r1 U) v7 QXa w 'U T �� ra C) Coo r- N IeL3 E t — OI M C" m a 2 C-) O_oo C) -r- " o°D0 0 <m o � �aa rn Q o B D® N C VV .N. N U Z Al 'sE,oz z M d LL ^ LY " N a _ >�LLo a t Q LU ZV 0 a cn rn O oC'0 MECP LLZ W Q C14¢�E Q O v O U WWW.FDSENG.COM 00 0 CV a M ti 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampaa.com 0 Z tto 3Q uj fa z Q �z o U Z w �oZ O Lu dSIJ CL p ro O U LL, m o JJ L ZO sz �- U z L ^ J W .0 rr' a `.�Uj O U _ O LJL o00 aYP F _ o J i85 7 `< LLOma <o� ZzWZ� Nw 1� as Q o Pj Z Z V -i ii0�o car o J w aW E rl w � 0z� U g¢� WIZ z z �<0 U? z n o CD O 00 Q J w = �z of rn ,--4 a. cn o SCALE : AS NOTED DATE : 7/30/2018 TECH: MJAMES VERSION NO. 10 SHEET NO. 4.0 m v N rn S N ifJ L0 73 00 i it m v N aT 0 J 00 00 ATTIC VENTILATION CALCULATIONS - Al ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of b Upper y pp SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN, of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev) required needed required soffit by upper needed ventilators Main 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"=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 incompliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. **CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. M —o Q w �V — 0 w E v t// co CD m N W E ' pCw�ch M 0 -� N m Ooo 9 y �.✓ L LL 00 O Y <Crn I` �Qc rn Q o A® B D• N C H D C N �O C7 g M� Z LU N ooz w Z u � w ii � o Ltl W a �V. a w W �E a v�ia'a Z0 EslLL _.,,/ <3 oo: W �frE lE�41�l1x 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 Z W� Za f a W¢iYof MOO Z W a�a � W Z 2: J aw0. 0 �� W N W ti L LU ul Z Z 1 /� U Z Z a G CL J Uzi O J/ TI 0_0000 LL ~ ¢-g v a ' ^ i O 0 ra0� JLr)J T ZW<� ti Q 4a�E O 0 u- O Z Z +--I LL O f W LU J V-I W 2: W 2: a 1-Zo U g¢I- 0 1�o 00 Q z Z a< CY m Cb Z g LL1 = Z aLu � ,--i a cn o SCALE : AS NOTED DATE : 7/30/2018 TECH: M)AM ES VERSION NO" 10 O SHEET NO. 5,0 L c a> v v S N O 0 LO I i a a x rn 0 0 J to 00 i W tR 00 00 N O 3'-5$" , 2'-6$" TYP @ 1 STORY A U.N.O. S3 46'-0" 5'-28' T- 2'-6" x 2'-6" x 1'-0" W/ (3) #5'S E.W. H.B. t N 10 I I 23'-6$" 1 _1 a"4. . I If i ■ I • I I I I �: OPT. D I QPT. V�1 TYP @ 1 STORYirT= L = W 3 1/2" �- SLOPE? I it U.N.O. LO r ■ INDICATES FILLED CELL w/ 3000 PSI— : I CONC. GROUT FROM FT. TO BEAM CHASE TO I ISLAND BUILDER TO PROVIDE r, : W/ (1) #5 REBAR VERT ABOVE SLAB I TYP @ ALL PLACES SHOWN I KITCHEN ISLAND I LOW WALLS I K S3 APPLIANCE PROTECTION ( S3 WHEN REQUIRED PER FBC HOOKED FTG. DOWELS 5" EMBED (C - - W/ 25" EXT. ABOVE SLAB "GRADE 40 4'-0" STEEL' 25'-6" I I I 20'-6 L 7-0" -0" STEPS AS REQUIRED II Ir—`71n II r `� Illo ( ( IIIL—Jill3 7-5" 7-1" I PER FIELD 1 l I I If r �II�Z I 2'-6" x 2'-6" x 1' 0" "I`O CONDITIONS I PROVIDE 1 /" RECESS II II Cl) : ■ , FOR SGD. REFER TO I I LL _JJI MASON'S SLOPE FOR �`' I I - - - - h I :: �, W.H.�� K CC S3 I CC S3 I Tar W/ (3) #5'S E.W. r — — S3 q r WIDTH I III D.W. III — — — — - cD -Ci 1 Il III i- - - \ ■ - o — ..... — — �— — — — — — o o L S3 i - --- I 16-11$" 8'-634 cv 3 1/2" SLOPE 1/2" 4 °Q 3-3 7'-1$" 4�_8 3-1/2" MIN 3000 PSI CONC. SLAB FOR 2'-6"x2-6"x1'-0" I W/ (3) #5'S E.W, PROVIDE %2' x 9" iv L Ct in L — — I I HERNANDO COUNTY ONLY RECESS FOR FRT. DOOR � S3 ■ : 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 TOP OF CONC./ PAVER TO BE 4" ( MIL VISQUEEN VAPOR BARRIER BELOW FIN.FLR. 3'-8" 4'4" G I S3 I .. ■ ■ 10 01 17'-58" 36'-68, .... i7o. TYP @ 1 2'-6"x2-6"x1'-0" I STORY U.N.O. t o ( W/ (3) #5'S E.W. 1 -1 M CJ : I- -- - --I CJ ; AH� - - - - - CJ — CJ . - ; 04 o HVAC CHASE / / ' / : 10 BASED ON LOCATION / _ / I ' { / / / / / T / ■: I / /// � I I II I : II � II. • I { i.t r-�j I � II I 0'-0" ■ � I / 17'-2$' 2�_g 2 _g L.2'-11$'Il i : I t_ J' I H.B+�� —mot' 3'-8" 2'-6$" 3'-2Q„ I 2' TYP @ 1 STORY A U.N.O. S3 6'-4" FOUNDATION PLAN. NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN.— FOUNDATION PLAN d 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 •, cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: NTS (D r Z M 0 — o Z z Q J a t � V ) z w • O W � r— m N W t- — ( M M T 'd co S a� p 0 o LJ W < 0 L LL 00 �n Qo Ora U-)8-:, rn ¢ o B D N N Z WC8, CC?z z U) W Q a) ° a {ftfff �.f k r � Z V�Aum � it A' = W .1hSE G.0 r o�� • To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 0 Z 0 Lo LU Q W¢0�tr zoo0 a at Z a} a O Oro Z CJ mED Q zZ i C( O �3 c G J W f U �J Ti o00 se F O L^, O a 8 ^ L/ Uo� yy TF Zak ¢ a W Q W Q Cr a g og" 0 LL0 Z Z rl eC ¢ J '}•`�I LU Q w L z w u F Y O gFa� 00 z � �QZ <, S M W 00 g W = �077 J Z ` uj V) s SCALE : AS NOTED DATE : 7/30/2018 TECH: MJAM ES VERSION N0. 10 SHEET NO. 6.0 r II I -IF_ -_ *r Ii l o •. III I u��: 1� W a 00 N O M LU M rA (2) CJ CJ > r U t!') M CJ1 0 CJ3 ' zl CJ5 EJ7 V V > > y✓ U U �L CJ5V EJ7V 2 P H ¢ H ¢ .. ... .. .... H a .... .... .... F- ... .... . '. '. '. H ¢ ... ... • .... ..... ~ Q O I- ¢ —�— 1 1 / 1 1 a I- ¢ (2) X EJ7V EJ7 EJ7V EJ7 I EJ7V EJ7 I EJ7V EJ7 I EJ7V EJ7 I °' EJ7VA EJ I v A EJ7V FG1 a : s I EJ7VA EJ7V EJ .. ..::::::::. OX ::: r ¢ :::: Cl) Q LO ¢ H inm f- : f- m m ::: m m m W co EJ7 O Q EJ7 ' EJ7 1CJ5 JN U UPLIFT CONNECTION CROSS-REFERENCE �,aana MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. 0 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 R73 610 525 8 - 8d X 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1400 1400 10 - 1 Od X 1 1/2" E HHETA20 2235 10 - 10d x 1 1/2" G H10A 1340 1015 18 - 1 Od x 1 1/2" RT16A 1380 1160 9-1 Od X 1 1/2% 8-1 Od H HTT4 3610 3105 5/8"ANCH,/1810dx1.1/2 HTT4 2715 5/8"ANCH. 12010dxl-1/2 J HTT5 4350 3740 5/8" ANCH. 126 10dx1.1/2" HTT5 3225 5/8" ANCH. /(28)10dxl-112 K I HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HD B * 4505 37855/8" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7B * 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 - 1 Od 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 - 1Od x 1 1/2" MTW12 1195 1005 14-1 Od x 1-1/2" S MTS16 1000 860 14 -1Od x 1 1/2" MTW16 1195 1005 14-1 Od x 1-1/2" T MTS20 1000 860 14 - 1Od x 1 1/2" MTW20 1195 1005 14-1 Od x 1-1/2" U MGT/MUGT 3140 3140 22 - 10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)1Od NAILS AND (5) 1/4" x 3" WEDGE BOLTS HTS 20 1450 1245 24-1Od X 1 112" HTW20 1530 1285 24-1Od X 1 1/2" SP1 585 535 10 - 1 Od SPT22 685 8 - 1Od SP2 1065 605 1 12-10d SPT24 1030 12-10d HCP2 645 555 1 12-1Old X 1 1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. LOADS -- ROOF = L 1360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24'. OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (B) (B) (A) (+ i 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 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS E 1 OR PLY LEDGER (A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. ROOF FRAMING PLAN (.D M 0 — o z�z Q a t� z w �V — O w m F-- o U o m N LLj ♦— E a) C13 C M M — U S m (` 0 (M O N 0 0 y C w LL 00 O �C rn Q O Lo v rn Q d AN•C 1 D. B D C NVB /r N O Z o .6 rn O O N Z W � �z f� z z U) Fc a IM _ LUQ � a w W V >=LLo Z U I A ;� LLM 4, h , W www.$ls E ����f��rf✓ E s s `1 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www,LennarTampa.com 5 z Wo z¢ I- Q 8 0 z W U Ezo0 Q n 0 Za U z Z¢ W U O Z ape 8 Z U F /s_ C G lull z o Q U W f z Z oC z n3 rL O z O %ft-000, O J W U = JLL J .9 . 8OZo he r- J. L / 0 5zM r� � o U2o¢ N � Z¢znQ z Q o o 2 Z Z oo�o ti LU J Lr) r-i cW G Q LLI Q z z o N��u uj W O Paz 00 �--I z z m ' LIU 2 z Q W rn r••i a (n o SCALE : AS NOTED DATE : 7/30/2018 TECH: MJAM ES VERSION N0. 3 ■ O SHEET NO. 7.0 �r�1 1,0111 1i1ii 1 111-tiiii i, ,i ir, u.l :ii.:r TT— I', uul, I v 's CV M 0 0 r L2 ED 00 W CD E 0 x N L� 00 N O GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04, 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads should be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load �1 0 Safe vertical load Safe horizontal load GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS; CASTE—CRETE, QUALITY, LOTTS 817441B/1T8F40 1B/1T 8RF400B/1T 81`321B/1T i FORM & GROUT SOLID T i 7777 CV Q O W � J O #5 BAR CONT. 8F12-1B/1T O V' LINTEL DETAIL SCALE = N.T.S. ISO i 11 lllllill� I Jill III 1, Ili F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY i (= J w 6 F 16- B/ 1 T F Q J W 6 0 Z tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINA 0 HEIGHT MATERIALS cTf 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. Rebar per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7132 wire per ASTM A510, 8. Mortar per ASTM C270 type M or S. #5 (1)REBAR AT TOP ALTERNATE POWERS MIN..(1) REQ'D 1/2 STEEL LINTEL CLEAR O G ° d #5 REBAR AT TOP a ° c MIN. (1) RJ Q 1-112" CLEAR ° a e e d D ° GROUT 5 REBAR AT = - O w C.M.U. Q - ° O BOTTOM OF IL rii w 0 LINTEL CAVITY w00 yr 1 \ \ OTTOM 0 R 0 00 F- REINFORCING PROVIDED IN LINTEL cr i a c7 cola� 9 Z- o w i ¢ -' b 3 w D D #5 REBAR AT B( 7-5/8"ACTUAL 40MINAL WIDTH (VARIES) ((n , X a D 1�1 o L, <o AS INDICATED LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel Is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cern iuos coating. See contractor specifications O 4'-0" LL O 5'-4" LL O 5'-10" LL LINTEL PLAN SCALE: %4"=1'-0" L� o o Z Z Q J U) zCZV) CD w JIM® �U — 0 w T o (� U Cl) W E r— $ 0M M a M _ ci O o N -5 " 0000 r� n� d rn v Qc rn K 0 B D®'V N C ` N Cq 000 O p N U) Z Lu �MmZ ww z t.' °Q a LL o s w w �Z0gJJ oo 7 UZY/` �oII E p l-2 � TQ'�Yi t. Y R s vUV W W.TH ENGGO . if �"" • C-) Na y 0��? ' r; 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 O in Qf S� UZ_80 O LU Mp w Z C70Jw O' J aa0OD rY w N OU w01 F u L Z6 �v XZ > g Cl- z �Z —0lu Q a `i U = J W 0�0 o -� F— S w i7 m a z P�04 4' 1 , Z tQ Q a 2 clia Q 2 I- 0 0 Z z ^ 26 OF Z W LIJ W dw� F Z ow W Q Y Q H F- ^ W ro Q z z 'aZ Zo 0° LJJ g = �o a 0 06 rn T-4 a (n 0 SCALE : AS NOTED DATE : 7/30/2018 TECH: MJAMES VERSION NO. 3 . O SHEET NO. 8.0 s N s N 0 0 Q0 00 P. rn a aD ,o ,o 's N M 0 0 DO Q 00 0 0 x I NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31 ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED D WOOD ALTERNATIVES HAVE B - BEEN T 0 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 Y2 INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1, 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ed. (2017) AND FLORIDA BUILDING CODE 6th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3. 3. ALL S ROOF AND FLOOR TRUSS P DRAWINGS ARE TO BE SIGNED AND SEALED BY A 0 USSHO N FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8 C.M.U. BLOCK: 55 PSF 2. 1. 4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1. 8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2. 3. 1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2. 3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ed. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3, DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1. 6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-kP CONCRETE NOT EXPOSED: 1 y„ GROUT FILLED MASONRY: 1 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 C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4. 2. 3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA, 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2, LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED, 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3. 4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1 U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES, 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4. 5. 3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131 ", 10d = 0.148",12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED']' BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4. 7. 3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th 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 / Boracere treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC-R R318.1.5 - Concrete overpotllr and mortar along the foundation perimeter must be removed be ore exterior sot 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 TYPE: 5B GARAGE DOORS (V = 140 MPH) SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: T IT IS THE CONTRACTORS RESPONSIBILITY0 REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO INC, T THE COMMENCEMENT OF THE ATTENTION F FLORIDA DESIGN SOLUTIONS,NC. PRIOR 0 0 0 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 1N" 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. c� Z M _ o Z C) z� Q CA- V, 0 w Q U - O w L � T o C� r C)o 0 m 04 W rCIO �M M M S (b N "0 co O o ! \ V L LL Co 5 Lo rn ¢ o A® D. N C B D C N N 0 4no 6In Z Z W M N6 Z w z U_ va w W V > ._" `o a rn � Z c 0 a Vi e o LLjS � M Z }�,9'�tip� f►s :,:��' �} 5 •"" F •• o FES i�dldltlt4? 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. L NA 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com O Z 0 in Wo za Fa a�� U400 ooc� �ozW J Wk OR 0 Lt. N IJ.I Co i- � W Z o L_ f- � }U �z Z Z U �W ` F- U 80Z ¢her o J A' '�^ w , / �/� P m a W W a Q aaf� Z Z ,-I �o�o W�, �Fl0 U.j J Lii LU Ljj C Q Z � ZFi o Un F- 1W 0o z 8,Z m 00 Z W _ -Z ,--I a U0 o SCALE : AS NOTED DATE : 7/30/2018 TECH: MJAM ES VERSION N0. 10 SHEET NO. SN J ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE U., w 15/32" CDX a 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. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 6'-0" + 6'-0" +++ +++ + + + + + + + + +++ +++ + + + + + + + + ++ + + + ++ + + + + + + Z++ +++ +++++++++ + Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.811.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2x _ + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap FILL CELL STD, 90° HOOK BOND BEAM w STD. 90° CONT. #5 CONT. #5 > HOOK BAR BAR OOC 7F7 - #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 i PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. 2" 2" min. }Small gap max. � 4 max. 4 Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4 Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. g required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING." GAP @ TOP sides by 6". Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION -Birdsmouthcuts. N.T.S. Under 2nd floor column w! loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 If max along load bearing wall. P 9 9 Load bearing wall must stack * over squash=20 blocks and Non -stacking walls orequire additional wall or beam below.* o consideration. Check N r` local building �1l16" code for appropriate details in One 10d box areas=20 of high or--20 sinker °O lateral load. nail each side I �� 10 -0 at bearing. 7,1 TANK -LESS W/H r' CORNER OF HOME GARAGE SIDE it O O J _ 000 .�. 0� Q 00 co H C G O O O 5'-0" STUB -OUT FOR 1'-0" o 0 0 GAS METER O 0 'n � U 9 O • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL ""`ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-Y (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-Y (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking I fse 3" N 0d1 nails at 6" o.r.. Q '/ Provide adequate bearing for each lapped joist. Od nails SECTION @ INT. BRG. WALL N.T.S. NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges higher than 15001b BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls: - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — U wnl 1 15" A 1Y2" ROUND HOLE MAY 6�� 6� DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Yz" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1y" 8 V-0" V-1" 1'-2" 1'-2" V-3" V-3" 1'-7" 1'-11" 2'-4" 2'-9" 3'-2" 3'-7" Any 16" jois_t — 12 1'-0" V-1" V-2" V-2" V-3" 1'4' 2'-4" 2'-11" 3'-7" 4'-2" 4'-9" 5'-14" �rvS pan (ft) 16 1'-0" V-1 " V-2" V-2" V 7" 2'-5" 3'-2" 3'-10" 4'49" 5'-7" 6'-4" 7'-2" _ 20 1'-0" 1'-1" 1'-2" V-2" 2'-0" 3'-0" 4'-0" 4'-10" 24 V-0" V-1" 1'-2" 1'-0" 2'-5" 3'-7" 4'-9" 5'-10" T-2" 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. Web Stiffener Fastener Schedule Joist Bearin Location Series Depth End Intermediate BCI 5000s® 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d - d BCI6000s® BCI6500s0 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® 11-718" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d1 6-16d SIMPSC w/ (22) NAILS 1 5/8"D THRU BOLT SIMPSC w/(22) NAILS 1 R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION WN. EMBEDMENT SCHEDULEFOR =AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION Joist When joists meet over wall, provide 13/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Joist hanger A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) R INF SEE I Nail with 10-10d nails. — Install tight to top flange. SLEEVE THRU STEM SEE PLAN FOR °• • • e • ° a' FOUNDATION INFO ° a' STEM FOUNDATION GRADE PLAN \ Filler block. E Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. a �-� �-� I� dQ I 1/4%2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger, doesn't meet height requirements 0.6 X Joist " `depth I -JOISTS BUCKETS N.T.S. I I v a' A/C CHASE 4" PVC 41 (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. �® LOCATION OF SECOND H10A SIMPSON H10A (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE PIPE VERTICAL THRU FND. TOP (2) #5's x 4' 0" —\ CENETERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE Z • O f A „ SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE d c n as n ea G d Iil'�LT .4 ��1111111�,111 SEE FND. PLN. SIZE & REINF. ,_, Utr zM 0 — o Z N z� Q a nn�CD ' w C� o •U — O W m o �� U CO W _ — 8 0) M co co wi� S ai �� p.00 U� �W00 < < o M iz- co 6 LO .QQ� m Q o B D® _ N b 4n 8, a -�a Z H U) (n U W . ^ a w _ LU �Q��o a Z O = 45 � o a W iS�4� try A WN .�N'�°'�` Q O10 ENG.0 ti `�yS F (0� P • Ul p• e Q, - U •., ,•'61 fE 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 E NA 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oz 0 W) W� waccir Uz00 Z U 2 E Lu L- r ) vw F z `z �- o z N -a J Q o d cr J �/ Lu 9 UU = 0 0 z31 ' ^ 1�(, � xqQ 5 wOm0- Ln U Q 1. U w Q Q a} Lu O F-da Z Z 'AV` rl � C? R J Ln W W 2: izu � Q z 0000 Z ¢ z m '-' Ln Do m O 06 Z g W 2:a - z rn ,-I a to s SCALE : AS NOTED DATE : 7/30/2018 TECH: MJAM ES VERSION NO. 300 SHEET NO. SN 1 M m FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 SNP') VARIES / V (1) ROW 2x BLOCKING @ MID 2x#2 SPF STUDS HGT. FOR WALL HGT. <_ 8'-6". (2) @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd FITS 16d TOENAILS T & B FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3° 6 x 6 W1.4 x W1.4 r UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH > 4:12 o p (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT o FOR ROOF PITCH 4:12 OR LESS. II I I-��1 11=� I I-1 — PRE ENGINEERED WOOD —I �TI � I I (—I — I — - _I I I —I �I I_I I _I I I I11=1I I I I I TRUSS @ 24 O.C. U.N.O.--�- HURRICANE ANCHOR @ EACH -1 I„ IT�I I �T1 � II I IT1111—,I TRUSS (SEE UPLIFT SCHED.) W/ 8„ $"- METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rG G NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 ELEV. VARIES FOR ADDITIONAL SLAB INFORMATION. 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE "X" @ GARAGE \12'N.O. W/A HABITABLE ROOM 2x SUB FASCIA ABOVE) W/DRYWALL EE SOFFIT SCREWS @ 7" Q.C. SHEET CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR 3 ARCHITECTURAL FINISH > 1x2 PT WD FURRING @ 24" O.C. -0 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL U.N.O. CELLS (SEE �, FOUNDATION PLAN o FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION ;It 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL 00 MIN. 2500 PSI CONC. SLAB AT GARAGE CONTRACTOR MIN PSI MAY VARY PER u) TO CUT BLOCK OR POUR ao MUNICIPALITY. CURB DUE TO SLOPE i 0:: CONCRETE SLAB W/ 6X6 a NOTE: EXTEND W1.4XW1.4 WWF OR "FIBERMESH" DECO FINISH 4" to 6" i; BELOW GRADE L E N ° pp Z O° � 6 MIL VAPOR M BARRIER —I ; b �r 4 P o COMP. SOIL. (COMPACTED TO 95% L, MODIFIED PROCTOR I=1I 7T[ ASTM D1557) 3° MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 4" -4 1'" STD. 90 HOOK (SEE U.N.O. DETAIL) rn = TYPICAL WALL SECTION q � SCALE: 3/4" =1'-0" 83 a 00 O Co OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND E DOOR TO RECEIVE BLOCK WALL BEYOND s PAVERS / DRIVFWAY CONCRETE SLAB 14" J PAVERS O.H.D. RECESS z M c� ... o —1 I I 1 I I I • 1. I I —I I It iL—I -111-1 III .y.. •a. 4" �I r CD '��—III �.a._' •.:: � I I i�—I SEE A/S3 OR JlS6 =1 I I 11T1= co FOR REINF. INFO. 3" MIN, CLEARANCE 0 0 1' " (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) Z 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) - S.P.F. DOUBLE 8"x8"xl6" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12)10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS _ INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK 5!8"° x 10" "J" BOLT @ 24" O.C. W/ - 2"°x3/16" PLATE WASHER (TYP.) _ `"' ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" O.C. OIL OR 5/8"x10' WEDGE ANCHOR @ 24" 211 ° a A.F.F. O.C.) L C7 d a (•-31/2"MIN. 4 a ELEV. 4-3 1/2" IZ-- A.F.F. O ° a d 2x4 CONT. a a O d d - d a - i I a d d � d ° ° N 31/2„ "4" I I 1 I • p �r �r PSI TRUSS BOTTOM CHORD OR 2x4 #2 SPF TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O 1(O HIGH STRENGTH BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) GARAGE .) (OR / GYP. TYPE X @ EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ ABOVE) CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW TOP PLATE STUD BELOW S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (12)10d NAILS U.N.O. /� 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING FOR WALL HGT. > 8'-6". (ALT: 1/2"xl2" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6". INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) IMPSON SP1 w/ (10)10d NAILS "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ 10 10d NAILS F—S IF NOTED, THIS REFERS TO THE () STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE INCLUDE THE WALL x6W1.4xW1.4 6x6W1.4xW1.4 WWF OR FIBERMESH ATTACHMENTS 2,r ` WWF OR FIBERMESH 31/2" MIN. l p =1 I_ 2„(min.)- 4" b p -•-I I —I I -I 1='S 1/2"(min.)- 4, I - D p Q d GARAGE DEPTH VARIES � (min. 00 (1:31/2"(min.) - 4" =1� — � • � �.�. 11-1 I I- a _ -111=T_ I I �II�I I ��j [I 11=I I I —I 1 I I' ' =1 11-11 I I 9 2 #ScoNT.t~ —1 rrl�jjt'",i III; ,II r,rl' 2 #ScoNT. II— L.I I,�,Ifl-_IIII�IIIf Ir�rl��- () 4„ V 8„ () 4"' U.N.O. MIN.U.N.O. MIN. GARAGE SLAB AT STEP rBN1 TYPICAL BEARING WALL STEP SHEARWALLrc,*� TYPICAL BEARING WALL @ STEP CC SCALE: 3/4"=V-0" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 oos'����S�cU 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C \ ���a s LOAD BEARING OR INSULATION PER FBC AND ENERGY \ �/ 1�oN� (1) ROW Zx BLOCKING @MID HGT. EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT �' ` NOTE: 7 FOR WALL HGT. <_ 8'-6". (2) 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @THIRD POINTS APPLICATION SEE SECTION C/S3 FOR ROWS 2x BLOCKING @ 3rd FITS #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION FOR WALL HGT. > 8'-6". SEE CC/S3 OR d; 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 HOOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. 5/8"x6" "J" BOLTS BOLT 5/8°° x 10" "J" BOLT @ 24" 0/C W! 2"°X 3/16" (10)10d NAILS BOLT INFO. PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 5/8"DIA. EXPANSION BOLT @24 " O.C. (IF NO UP LIFT ON @ 24" O.C. VERT. OR 2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 3500#, MIN. TENSION 2600# *SIMPSON SP1 (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR ) _ 2X PT PLATE #5 REINFORCING BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 SPACED EVENLY � �, FIBERMESH w/ (10)10d NAILS �, WEEP SCREED INSTALLED BAR — END OF 2" x PLATE WWF OR FIBERMESH - d- .- 2x P.T. PLATE ,. w , TYP PER MFR INSTRUCTIONS o ASSUMED FINISHED #3 OR #4 REINFORCING BAR GRADE - _ o GRADE 40 MIN. Fy= 40ksi a _ T'� p .p - z #3 & #4 LAP SPLICE FINISH GRADE O0 [GRADE 60 MIN. Fy= 60ksi] a I— b MONO OR STEMWALL ° ? M _ — — o. 25" MIN. LAP [30" MIN. LAP] J II 11=1 I I I o I I I I=1 I I=I I t,1= FOOTING MONO SHOWN e °P o IIII i D D . p ' _ _ - FOR CLARITY ° D _ _ _ _ _ 6 MIL VAPOR BARRIER TI I I ( t . EI I .! I — I O0 R 1 7/8" L' =1 I III I I I-1—I 11=I i. I 111=11—I I I-1 I( N z T #5 REINFORCING BAR I. I 11=11=I I �I I I I1=1 I I 11- D °p _ _ III—! —III I I I=1 —III z I I I 'I I �I I I-1 11=1 11= 2# _ =1-1 I-11 I-11 I-1 ( I I • III=11=11=-1 I 1=1 #5 LAP SPLICE O 5 CONT. NOTE: III—III-1 III —III III= N _I I �I I�l I (_� I I 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 8„ 1 4„ 8„ *FOR BEARING WALL —1(I-1 I —III— 1= I I— �- COMP. SOIL. (COMPACTED TO _ _ W/ UPLIFT ONLY _ _ _ _ _ _ _ _ — — _ _—_=1 95% MODIFIED PROCTOR ASTM I I I=1 1=1 1=1 1=1 I f=1 1=1 1=1 1=1 I=1 1=1 11=1 1=1 1=1 11=1 11=11 D1557) , I � 11=1 11=I 11=I 11=I 11=1 11=1 I I —I l-1 I=I I-1 11=1 I IEI I F, 4" 1' �" #6 REINFORCING BAR #5 STD. 90 HOOK �—III-III-1I II11 11IiI IIII—„III ;III-1I1-III— #s LAP SPLICETYPICAL INTERIOR BEARING FRAME WALL TO C.M.U. WALL CONNECTION rD� TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF-�� WALL W/ UPLIFT rG SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" ° ° ° �I• GRADE _ — —_ (1) #1 REBAR w/ OPT. 11=1 I—" I1= 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 EXPANSION JOINT T M SEE A/S3 OR J/S6 J ILtI 1 I I �I i , 11 11. FOR REINF. INFO. 3" MIN. CLEARANCE 1'-4" (1 STORY) 1'-8" (2 STORY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. BLOCK WALL BEYOND O.H.D. RECESS CV ' M SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 00„ J CONT. BEAD SEALANT INTERIOR ° e -31 �2 �. CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB °d _ 00 N M 6 MIL VAPOR BARRIER - L L �'I — I I- I ' =1 I I=1=1 I I- ' 4" 4" INTERIOR WALL SLAB STEP NON-BRG.��K SCALE:3/4"=l'-0" ��S3 VARIES FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 1 1 . RECESS FOR I VWd OR FBERMESH10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN S.G.D. (U.N.O.) r . AT 24" O.C. MAX. FOR TRUSS I \ � M SEE PLAN FOR CONNECTION INFO TOP OF BEAM &LAYOUT DESIGN SEE ROOF PLAN 00 (2) HTS20 FOR STRUCTURAL f BEAM SIZE & CONNECTION INFO II . II�� 2x4 #2 SYP P.T. FRAMING w/ ^I ' '� MIN 7/16' O.S.B. SHEATHING SEE A/S3/J/S6 8 Z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w < ¢ SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL j w 6x6 P.T. #2 SYP SLAB INFORMATION -..I LU LU III ABU66 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" GARAGE COLUMN TO PORCH SILL O.C. ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN W/ DR SCREWS @ 8"O.C. ATTACHMENTS INSULATION PER CHART SQUARE CMU BLOCK BASE, ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS M FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 , SIZE AND REINFORCEMENT) M WWF OR FIBERMESH BRICK PAVERS or SLAB PER i• li 1 /= S S TAPEREDSEE FOUNDATION CONC. PAD INFO. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=V-0" 83 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS = TO FOUNDATION PAD = CONT. FOOTING STEEL MAT REINFORCING. M co GRADE — d ° c� ;III=III °.—III-III III=1' z� w o-1 I I I —I 1-1I� w 0 0 = TI1111 a - I —III -III- - z a w FOOTING � III III III —III —III —III III —I 1=1 I I_ IEI 111 l it 111 j I I I I ,1 I =1 I I -I I I-' BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. �S3� M z � o.. (DIM w 0 w r �•1 oro N � (aM g m N 8�- S a. 'Co P _ O o No o <t0) Nao uaQ" Obi Q O A 1__..- N C.B D C p Y N N •w O N V81 Z W R�6 z° U) F,. °' a W 6- N w o a 10z 0LU ;,�� -_ gg ygEE�0: Z LL LU rn N A a w c�y$l J` 0< 9u �} To the best of the Engineer's knowledge, information and belief, the structural plans and spedflcations 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 Ozo �s w� LUao� z o Er a W �oWz C M J Q a LU 0 OFu-NU LCC J zzoz z � Z 06 �3 L Z ~o 0 �� J W U _ Q 0 ooz �U-~O Y o. L 2: f Su S $7 m a r1 LL. z Q z Uj Q o Z� Z Eofo LU w aQZ� J t-1 LU Sao �O 00 2 Q ¢ Z �¢z z tu- o ca Lj M� w 4Z J W - z � ,--i Cl- cn S SCALE : AS NOTED DATE : 7/30/20 1 8 TECH: MJAMES VERSION N0. 3.0 SHEET NO. S3 (MONO) (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION - CONNECTION SCREW OFF CAP 3 DIA DOUBLE 2x TOP PLATE ( )� 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE ❑ 7 5/8" 8" V EVOENLYLS SPACED EXTERIOR FACE OF BLOCK ❑ STEEL AND GROUT ❑ ❑ WALL IS 1 1/2" MAXIMUM INTERIOR ❑ ❑ ❑ HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 2 1/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYp) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID * POINT EVERY OTHER �* STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW Q, 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 0 N 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX — W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. —LO ::::: — — AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ Q STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL I -==I BLOCKING (TYP.) t—ROOFTRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. v x CV cn 0 J 00 ao I� �I00 MOUNTING BASE NOT SHOWN ~ FOR CLARITY SEE DETAIL o K/S4 = SEAT FOR BLOCK IS POURED IN PLACE CONCRETE W GARAGE FLOOR SLAB LZ TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE A* 0 N SEE PLAN FOR FOOTING o DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. TO DRAIN CLDOOR OPENING DOOR OPENING ❑ ❑EXTERIOR � ❑ WALL CLEAN -OUT A WALL ❑ ❑ ❑ SCALE: N.T.S. S4 ❑10 ❑ 1ST COARSE 2ND COARSE 3RD COARSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT rD S4 SCALE: N.T.S. S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK WI (1) #5 FOR CONCRETE PLACEMENT 1 a a a a a 11 as 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 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. Q SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X9 1!2" PLYWOOD CREATE A SOLID BASE FOR SCRAP MATERIAL --BLOCK WALL ABOVE. MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE J x w 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.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR----_ GARAGE DOOR ROLLER GARAGE FLOOR CONNECTION ASSEMBLY TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. SCALE: N.T.S. -TRACK MOUNTING BRACKET \ \GARAGE DOOR TRACK d s o a BOTTOM OFMOUNTING B 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. SFFAl'Y 40 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10dx11/2"AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" —� O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) 1, SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET rOP a ',ARAGE IOOR W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1)LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR t� GREATER HEADER `—(2) 2x HEADER SEE PLAN INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. OO OR SIMPSON HTT4 TYP. Op U.N.O. SEE N/S4 ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. S4 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL 12 (TYP.) SEE ELEV. 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 SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED/ BOUNDARIES 6" O/C EDGES & 8" BLOCKING (" O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS = __ SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24 O.C. MAX) w/ MIN. 4 EMBEDMENT IN KO BLOCK AT EA. STUD MAIN SPAN ROOF TRUSS MOISTURE BARRIER UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) I1►U7�1�4:1111]Ti1/LeTCZi19111 1 #5 VERT. IN CONC. FILLED CELL) W/ STD. 90' HOOK IN K.O. BLOCK TYPICAL INTERIOR NON- ALT. KNEEWALL ABOVE MASONRY WALL DETAIL E S rTRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOENAILS @ EACH END w U z a 2x TOP PLATE V2-16d `n NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF 4&, SPLICE STAGGERED O/STD,. \� • ' �10d @ 8" 0/C ATTACH ALL J EXTERIOR STUDS W/ 4 16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON C P.T. ATE BEARING WOOD FRAME WALL J 4 SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° o ° HTT4 w/ (18)10d NAILS (3610# SPF) ° o • HTT5 w/ (26)10d NAILS (4670# SPF) o ° • DTT2Z wl (8)1/4" x 1 1/2"SDS (1835#SPF) ° o ° • HDU2-SDS2.5 w/ (6)1l4" x 21/2"SDS (2215#SPF) • HDU4-SDS2.5 w/ (10)1/4" x 21/2"SDS (3285#SPF) _ • HDU5-SDS2.5 w/ (14)1/4" x 21/2"SDS (4065#SPF) • HDU8-SDS2.5 w/ (20)1l4" x 2112"SDS (5665# SPF) • HDU11-SDS2.5 w/ (30)1/4" x 21/2"SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT wl 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 rN SCALE: NTS S4 �Imravly orz+ SP2 SIMPSON 10t ST M M TRANSOM FRAMINGN SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSON SP4 a a a a 2X8 P.T. BOTTOM P ATE SIMPSON SIMPSON C SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 / SP4 SP4 2X TOP PLATE OVERLAPPING NAILS @ 6" NGGERED 3OLTS @ 24" O.C. aX 2X P.T. PLATE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 a a 2X8 P.T. BOTTOM PLATE UU 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ROOF TRUSS ABOVE F 2X BLOCKING O C (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" D.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING ° ° BEYOND. A -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES C 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 J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. L PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR� SCALE: N.T.S. CD zM —o z� z� z to Ut u., � 0 •0 c/) l/)41�/ o U o o CoN r— 8 mbM Z N 0 p N U 33j�o oN no rn Q o B WN VC� N b g 1W c9 z U) J � O LU s a t Ck zJU 0 -sgV¢. J, � 6 m o �a R WL W��1II,v6 'R.187SEA`frCOiN'•. r n•`e .` QF?OFESS\o�';��,�w 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 NAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.COM oZ O wo zd �x wac� U400 z U o w Oo Uw u-N ` • L- Z Q U i /� µrZ� C:z 3 -0 -0 o Q W OU = `� J 1�Ro IL' Ln N r--I � zaZ¢ Q �. � o � � g z z n o w J u> T_q LV Q UJ z _ F w w Q z M 00 *k LI z 7.= a o m 00 r-I d U) i? SCALE : AS NOTED DATE : 7/30/2018 TECH: MJAMES VERSION N0. 10 SHEET NO. S4 SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS BACKNAIL w/ (2)16d NAILS SIMPSON H10A w/ (18) SIMPSON SP4 w/ 6 10d x TOENAIL W/ (2)16d NAILS SIMPSON H10A w/ (18) ( ) NAILING SCHEDULE FOR 2"x4" 10d x 1 12" AT EA. 1 12" AT EA STUD USE BACKNAIL w/ 2 16d NAILS SIMPSON H1 OA w/ 18 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. SEE STRUCTURAL NOTES ( () ( ) SHEATHING DETAIL OUTLOOKER OUTLOOKER SP6 FOR 2x6 WALL USE tOd x 1 12" AT EA @ 24" O.C.d 7 NAILING SCHEDULE FOR OUTLOOKER AND NAILING SCHEDULE @ 24" O.C. TOP CHORD SHEATHING DETAIL OR SHEATHING DETAIL BLOCKING FOR FIRST FOUR ROWS OF 45° ± 24 MAX. TOP CORD BLOCKING 45°± 2X4 CONT"L" BRACE TOP CORD BLOCKING TRUSSES @ SIMPSON H1 OA w/ (18) FOR FIRST FOUR FASTENED W/ (2)10d 3" FOR FIRST FOUR ROWS EDGES OF 2x4 CRO BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" O/C. CMID HEIGHT OF TRUSSES @ EDGES SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF OF SHEATHING TYPICAL TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 48" O.C. EACH JOINT W/ (3) 10d @ $'-0" 0/C. EXTEND AT LEAST 90% OF MAX. & (2)1 Od TOE NAILS @ /r 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) J SIMPSON HGAM11 W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (i 1 /4"x2 3/4" TITEN TO CMU 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT H2.5A w/ (10) 8d S. SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROMLSIMPSON FROM LEDGER TO : 7/16" OSB SHEATHING & (2)10d TOE NAILS @ •' BLOCKING ATTACHED W/ 10d 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 10dX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS 7 1 SHEATHING ATTACHED 10d NAILS 6" O.C. INTO 2"4" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ w/ @ EDGES AND 12" O.C. FIELD 2x4 PANEL BLOCKING @ 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FOR THE FIRST (4) FASTEN WITH 10dx3" @ 4" 0!C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE ROWS OF TRUSSES FRO @ 48" O.C. MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED EA. END TYP. TOP & BOTTOM ATTACHED w/ (2 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT 6-0" INSTALLED PER MANUF. 16d TOENAILS PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 1 Odxl 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7) 1Od NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"x21/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) w! MIN. 4" EMBEDMENT IN KO BLOCK r GABLE WEB SECTION WEB, USE MSTAM36 w/ (7) 1 1 2 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 SCALE: N.T.S. Scj TITEN ON OUTSIDE SIMPSON H10A w/ (18) BACKNAIL W/ 2 16d NAILS SP8 FOR 2x8 WALL) SEE STRUCTURAL NOTES OUTLOOKER AND NAILING SCHEDULE 2x4 OUTLOOKER FOR SHEATHIN DETAIL @ 24" O/C 2x4 OUTLOOKER @ 24" TOP CORD O.C. (OPTIONAL - SEE 4" MAX. BLOCKING FOR ELEVATIONS) FIRST FOUR ROWS DOUBLE TOP PLATE OF TRUSSES @ 2x4 CROSS BRACE APPROX. 8" 2"x4" CROSS BRACE 24" MAX. EDGES OF FROM RIDGE FASTENED AT APPROX. 8" FROM SHEATHING TYP. EACH JOINT W/ (2)10d & (2)10d RIDGE FASTENED AT "L" BRACE TO EXTEND TOE NAILS @ EA. END EACH JOINT W/ (2) ; AT LEAST 90% OF WEB 10d & (2)10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE &SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2) 16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 10d NAILS W/ 1 Od NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD (2) 16d NAILS BOTTOM ATTACHED 48" 2x BLOCKING W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH M 2x4 "T" ON TOP OF PANEL SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" 10dx3" @ 4" 0!C BLOCKING, FASTEN WITH SDS SCREWS TO TRUSS & (4)1/4"x3" ) 1 Odx3" @ 4" O/C SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12)10d 2 4 LEDGER MATCH BOTTOM NAILS AT EACH STUD x ( DBL. TOP PLATE CHORD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION r4-�� SCALE: N.T.S. S5 SCALE: N.T.S. S5 () 1 Od x 1 12" AT EA. 2x4 OUTLOOKER REFER TO DETAIL JTL SEE STRUCTURAL OUTLOOKER @ 24" O/C ON SHEET S5 FOR X-BRACING, AND TOP N co CO . NOTES AND NAILING TOP CORD CHORD BLOCKING N SCHEDULE FOR BLOCKING FOR INFORMATION 00 � SHEATHING DETAIL FIRST FOUR ROWS OF TRUSSES @ 1 1 1/ 2"x4" CROSS BRACE 24" MAX. EDGES OF -WOOD TRUSSES �, Co APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND -2X4 RAT RUN BRACING . 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 �7 t (_ll 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF @ 48" O/C FOR THE FIRST (4) ROWS OF (2)16d NAILS W/ 1 Od NAILS @ 6" O.C. 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. E ES AND 12" O.C. FIELD 0/C w/ (2) 16d (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4112") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP &T 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 2x4 "T" ON TOP OF PANEL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 1Odx3" @ 4" O/C (2) 12d TOENAILS i EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION - NON -LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF _ D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0" s s TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS $ SECTION g ADDITIONAL INFORMATION N O) 0 N G 45° 02 I MINIMUM 2x CROSS BRACING (SEE PLAN FOR LOCATIONS) (2)16d PER JOINT 0 L CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 ra u;7 LO CROSS BRACING DETAIL J lfl SCALE: N.T.S. S5 2"x4 OUTLOOKER @ 24" O.C. W/ (2)1 Od PER JOINT 1 Odx3" O/C TOENAIL 6" 0/C 2"x4"RUNNE W/ (2) 16d TYPICAL NAILS ALTERNATE NON -DROP GABLE END DETAIL 1 GABLE TRUSS 0 3 v "L" BRACE W/ 1 Od @ 4" O.C. ` (SEE SCHEDULE FOR SIZE 12 AND LOCATION) 6.9 MAX. � I N11 I !I I �CVII I IIT�� 40)�� II III II II III II I r7 � k I II I II I II !I I I --III I I N GABLE END BRACING DETAIL CONT. BEARING MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION g SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERE WOOD TRUSSES SCALE: N.T.S. SrJ OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP MINIMUM (2)16d PER JOINT \— MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL M SCALE: N.T.S. Srj "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)1 Od WOOD TRUSSES (TOE NAILS AT EACH END I 24" O/C (TYP) 0 z W BRACING w/ (3)1Od x 3" AT • EACH CONN. @ 24" 0/C SIMPSON HGAMI OKTA w/ (4) MOISTURE BARRIER 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" BOND BEAM TITEN TO CMU El Lw 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 J SINGLE "L" BRACING DETAIL/- 6 SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'4" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5-1 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. d LU — � — — ... — — � — � o � Q z o W W co < ' 0 o 0 C'J W o o � q o o T w ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. NON -LOAD BEARING LOCATIOU(UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "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" T-O" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE, 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) —GABLE TRUSS `STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. 0 M CORNERJACK Y a W z O U HIP FRAMING REFERENCE PLAN 1) SEE TRUSS MANUFACTURER S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2)'T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL 2 a m /TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION 0 V z co _ o z� zurma n z V) 0 Q) Cn i--J W •U 0 w O �t/i C) 9M U -9 n m W S agoE—E cocli 0) M m-0M T-o 00 LU- Co U o 15 ¢ m c0 o LO M Q d B N N � � Z M N Z z � 1­ g3 J °Q = a W _ ' a a WE W Z N � fA WL E "' A LZU ?,o ul IF l ° '•....... ••°` `1v� �R'OFESS\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. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Oz €€0 3� Lu zg U¢i7(X �?O° Lu .� O u N m L N Ze o n zz Qo g Q � � c w �o -0 0 W U = �r� z_ 2 900 11-1 � 0 J d <86 f u, y,t• rl,4 ' ^ L / �<�+ CC �a0� z<Q� J u— Q u o��� z z LLo�o it 0' it� I,.I..I J 'T{ J LLij Q =<) - D O�Z8 ~ < Q F 00 2:S Q z 8 ��z rl z 00 oLn m O 00 Z � _ J 0 T-4 a U0 s SCALE : AS NOTED DATE : 7/30/2018 TECH: MJAMES VERSION NO. 3.0 SHEET NO. S5 3 c v v S M 0 r- r- LO I 00 i a L 0 O J L, I ao c / Q 00 N n c to E 0 L v c J LZ v v -3 UI Cl- N 0 a 00 0 0 DOOR JAMB REFER 1X4 1/2" DRYWALL ( 1/2" DRYWALL DOOR JAMB REFER DOOR JAMB (REFER 1 X 4 ( 1 X 4 1/2" DRYWALL MAX. UNACCEPTABLE INSTALLTION 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 CONK. DETAILS 1 X 4 1 X 4 ` #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ Sd 4" 1 X 4 3-1/4" LONG X 3/16" 0 FURRING 3/16"0� X 3" LONG FURRING � � 3/16 !?1 X 3-1/2 LONG TAPCONS FURRING #5 REBAR ` � AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12' O.C. FIELD @ O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCONS STAGGERED STAGGERED IN 16" 2X8 (TYP,) ` ' BLOCK@ SPACING „ 1 DETAIL 1X8 P.T. STAGGERED @ 16" O.C. O.C. 2-ROWS INTO 2-ROWS INTO 1X8 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH 1-1 /2„ DETAIL MASONRY THROUGH 3 �� DETAIL STD. 90^ TD. 90° HOOK (TYP.) @TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" TAPCON @ 16" Ej/ METAL SEAT PLATE 1X4 P.T. NOTE: O.C. & 4" FROM 3/16" x 3 -1/2" DOOR JAMB (REFER 1 X 4 1/2" DRYWALL LAP SHEATHING TO DOOR JAMB (REFER EACH END W/ MIN TO SHT. SDW2-K1 2" EDGE DIST. DOOR JAMB REFER TAPCON TO SHT. SDW2-K1 FOR (T TO SHT. SDW2-K1 CONN. DETAILS D BOTTOM OF BAND JOIST TYPICAL FOR CONN. DETAILS FOR CONN. DETAILS 10d @ 12" O.C. 1p 1 X 4 _ � 2 FURRING 2X8 P.T. WITH 3116". X 3" ' +2 NOTC F� Qa FIRST COURSE SIMPSON HGAMI OKTA @ 12" O.C. w/ (4) 1/4x1 1/2" SIDS SCREWS LONG TAPCONS 2x P.T. AS REQ'D .. STAGGERED @ 16" O.C. 2X8 I INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1 /411 DETAIL +5" NOTCH WEB AT THE ' FIRST 2 COURSES ` BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FouNDDAELL PR FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK No. SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A =1610 #FOR 2 STRAPS FILL 1st 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX SOLID WlGROUT 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 8 1 PLY PRE-ENGINEERED TRUSS BLOCK HEADER ARCH BLKG. &BUCK 1/4" x 31/4" TAPCONS a SIMPSON HM9KT w/ (4)1/4"xl 1/2" SDS 1/2" DRYWALL * SCREWS & (5) 1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) 2 x 8 45" DIAGONAL (4)10d NAILS INTO LEAVE A CUTOUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 112" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR - CONTACT ENGINEER of RECORD FOR • ' SCRIBE (NOTCH) POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. FURTHER INSTRUCTIONS. ; BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3) 10d NAILS AT EA. END RETROFIT TRUSS DETAIL OVERHAN CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W 4 10d NAILS THRU OSB INTO 2 x 8 INTO ARCH BLKG. PER (} PROVIDE WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU BRACEAPCON 4" MIN. OF BRACE 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED W/ 3 #6 X 4'/2' WOOD ) (} * DOUBLE 2x4 SCAB FOR Z-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL NAILS @ 8" O.C. ARCH DETAIL 4' MAX. RAD. USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ OV TO XTRUSS FRyq TO TRUSS TOP CHORD .I MIN. 4" EMBEDMENT AT 16" O.C. N (F �� 1 1-0 5 -011 SCALE: N.T.S. SS 12 + N O + Ty 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 ° • ° :' , �.. #5 BAR BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 2 -0' 8 (5)12d NAILS SIMPSON TRUSS + + SOFFIT + e ► o p ° p• 10 ° s ° CENTERED W/ g 1 X 4 FURRING BLKG. &BUCK 2X6 TO 2X4 H2.5A w/ (10) 2X4 SYP r ®s 9 K IN TOP o e ° ' , KNOCKOUT / N 8d NAILS EACH TRUSS n - a 8d NAILS @ 8" O.C. AT BUCK _ ; ° CHAIR BLOCK PROVIDE 2 x 8 DIAG. BRACE BTWN,,,,e 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ (3) CONNECTOR °� — -- . MONO FOOTING _ ' . . o ° SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY SEE LINTEL SCHED. AND SECTION DETAILS -I • LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL > ° ° ° 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" Q.C. ENTER SO IT DIRT b TO BE INSTALLED 00, BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL °. ° STANDARDJ 4 SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT, (MATCH TRUSS DEPTH SEE ELEVATION P 90• HOOK N #5 BAR IN TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4W' 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")�El • • • °- ' • ° ' . • , . • ., . ., 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" _, _, ►, ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x8 O.C. PER INSTALLATION DETAILS B-13 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" = V-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY 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 Z 0 SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER COVER 6'-01 F F EPDXY MIN. 6" EMBEDMENT & Q FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS,) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP 3" MIN. EDGE DISTANCE � � M NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE °. p (�j THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL o LU A REINFORCING AS FOLLOWS: * SEALANT LL a 1 PLACE LOWER HALF F M I MORTAR N 0 BED JOINT. DO NOT FURROW. c �1i�-1 I-- * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ —1=1TI= o ' I U z g #5x6' EMBEDDED INTO EXISTING FOOTING (2) #5x6 IN CONC. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. p ° '— — — I cai� N FILLED CELL DRILL /4 x5 MIN. HOLE 3 F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT _ GRADE t,Tr! "- SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6"MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE 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 0 t. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° 4 SAW CUT " SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ o . (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. 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" = V-0" SCALE: 3/4" = 1'-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. (D V M _ O z�z B n _j E3 U) z V, CJ Q) w �0 w H pEo F— N M o0 m W UUU a) M Q1 CO T -0O_ co S ai C') C),2 !' v 0,_ oin =LLB o-o Q rn �v rn Q o Al1 BID. NC.HDC � N O O V�i N Lo c4i 2 o0 O O N U) Z W (hN00D� z 1-- g "'�;T _ � �o� w W ��� W � 3 a Z Wv •Q ❑ 11_ 0 '- ••'•. L0 •••ti /111111110\ 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 Nowak LENNAWM 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com oz Lu ZZ� W Q C Y oo Z W U w Z �0�Lj aa0, �u- OW LL N o FLU L Zo rU Z �j/ Z a LL cn 3 ^^ CL 0 -0 o = 1 1� W J_ 9� o �P O r L0 m� ' L / W 4� fV � r_j � zaza a 80-0 z W J ui r-1 Uj Q LLJ 2: Z 'o z E3 n o Y a PTn0 W ¢ z 00 ,-� z C Z S O O o 00 g LULA = 0.. V) o SCALE : AS NOTED DATE : 7/30/2018 TECH: MJAM ES VERSION NO. 3 . C SHEET NO. SS rs CROSS BRACING DETAIL (TYP.)r1 SCALE:NTS TRUSS NOTES: CON1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY B FRAMED RIDGE AY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS z MAX & EACH END ALTERNATE , DIRECTION TYP. m v -v rn 0 0 co LO I 00 oC14 O J 00 In I 00 �I Q 00 00 ri ---/-WOOD TRUSS -J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B /TRUSS OR / ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE:NTS DIAGONAL - AT 8'-0" MAX CB vvl L- I wu `W ­1 1 1 1 1- Y Y LU TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH TB r PRE-ENG. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — CHORD AT ALL HAND FRAMED AREAS TYP. TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. YA TRUSS ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING PACK MAX 24" SPAN (EITHER USSES HIP SIDE OR BOTH IF REQ'D) Ylp ZN��G.T (2) 12D NAILS - AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SIMPSON LSTA18 VERTICAL SCAB 2 x 6 w/ (12) 10d NAILS #2 SPF 48" O.C. W/ (4) CENTERED AT 10d TOP & BOTTOM SPLIT TO TIE OR SIMPSON H2.5A w/ BEAMS TOGETHEF (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"0.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM 2X4 CONT. AT-/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL a@ INTERIOR BEARING SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT OIL VARIES 2X4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d _ TOENAILS TO TOP - PLATE & (2) 12d END MIN. (2) 2x4 NAILS TO TRUSS SPF TOP BOTTOM CHORD PLATE - ROOF SHEATHING ATTACHED PER NAILING SCHEDULE COMMON TRUSSES. SEE TRUSS PLAN FOR CONNECTION INFORMATION. ,dkVARIES SEE PLAN FOR WALL LOCATION �— MIN. 2X4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO OIL SEE PLAN FOR PLATE BELOW TOP OF WALL MIN. 2X4 #2 SYP P.T. PLATE L W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE p 16" O.C. MAX. INFO. SECTION_@ ENTRY s SCALE:NTS SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF1 SCALE:NTS (2) 2x8 #2 SYP w, O.S.B. FLITCH PI TOP @ TRUSS E U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 wl (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY MASONRY WALL 4 SCALE: NTS SIMPSON HUC410 w/ (14) SEE PLAN L. FOR CANT. 16d INTO HEADER & (6) 10d INTO BEAM - SEE ROOF PLAN FOR MORE INFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SC EDULDE/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A F__� A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED CORNER d SEE FOUNDATION PLAN FOR MORE INFO 5" �X COMMON BM. ATTACHMENT SCALE:NTS 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM -' FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE:NTS SCALE: 3/4"=V-0" SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. GABLE TRUSS il"NW"TT16161v_ (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM MIDDLE 8d NAILS AT 4" O.C. BM. SPLICE OVER CENTER OF POST SEE PLAN FOR VALLEY TRUSS INFO. `-• MASONRY WALL BELOW: SIMPSON a HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN as (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS Q COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE SCALE: NTS 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 aC� ENTRY FRONT WALL SCALE:NTS 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED w/ (3) 10d PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION 'IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. SIMPSON LUS26 w/ (8) 10d NAILS --- OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. 2X10 #2 SYP CONT. LEDGER w/ (3) VERIFY WITH PLAN FOR LOCATION AND DIRECTION 1/2" X 4 1/2" LAG SCREWS ATTACH LAG SCREWS INTO END OF EACH (IF PARALLEL SEE 2/D2 FOR FLOOR TRUSS, 24" O.C. MAX. (AT BLOCKING INFO) EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE:NTS LOW ROOF/WALI SHEATHING ATTACHED PER NAILING SCHEDULE 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/—' L (2) 2x6 BLOCKING UNDER- FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT �39 SCALE: NTS DETAILS & SECTIONS (D v zCn 0 -o Z N z� Q J 2 U) 0 /')(D W CA _ o •U — 0 w �- V.MN E U oc> m N pp �- U N cc M _ 6 U O o 0 "00 o aCm �n o �g.v' mQ o Al1 BIDS N.0 B.D C �m U) o �m U Z LU 1- c c in � �o � W LU """ w _ mo� W = Ckz o a am H Q Uz M W,�1,�I�i'IlFlt� l ENG.COM R O F E SS�o\ \````�� �`1`f�df0!lilltll� 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 E NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampaxom OZ O Uo Uj z C �a LU < UZOO O�w O Z O U W N 0]] O co ytyy��s��jijj i z O Zo Q U g 4� - W -� W o z O �� U Cf) J o-0 14 P nLn HLU L.n w r a: - y,� N ` C) Z O Q' F o g 87 z Z ^ t--I 0 a o W —J L0 T--{ LLJ di; z rL cn 0 0 Uj�5 0000 Q Z o m Lf7 00 Z :5_Uj ZO � SCALE: AS NOTED DATE : 7/30/2018 TECH: MJAM ES VERSION NO. 10 O SHEET NO. D1 0 �I Q 00 co a� E 0 x ry 00 N O V) WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weat THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW I lrtVl IIIY\i I Lf1V1111Y1.1 WEATHER ✓E BARRIER & tARILY SECURE EXTERIOR SHEATHING WOOD FRAME CONSTR. SELF -ADHERED FLASHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI; UNDER DECKING ED FLASHING (SEE DETAIL WP07) E0 SELF -ADHERED FLASHING WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4%1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHEF J IYIIIY 0 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING PATCH HERED FLASHING rR WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH V, A, Q SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF NEEDED IN CORNERS THROUGH SELF -ADHERED FLASHING a �o 00 RUBBERIZED RUBBERIZED ASPHALT ASPHALT ADHESIVE ADHESIVE SELF -ADHERED FLASHING SCORED RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) SELF -ADHERED FLASHING INSIDE CORNER Ground SELF -ADHERED FLASHINGUN SELF -ADHERED FLASHING goM$e FOUNDATION WEEP SCREED DECK JOIST ' OUTSIDE CORNERIF, [O� Water Resistant Barrier Lath Sheathing Stucco FLASHING REQUIREMENTS R609.1 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. R703.2 Weather -resistant sheathing paper. One layer of No.15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.4 Exception: Omission of the water -resistive barrier is permitted in the following situations: 1. In detached accessory buildings. 2. Under exterior wall finish materials as permitted in Table R703.4 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.6.2.1 Weep Screeds A Minimum 0.019-inch (No. 26 Galy. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1 /2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 Detail Instructions Refer to the number marked as #Oin 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. rift WEEP SCREED DETAIL NOT USED NOT USED NOT USED SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all 0 V zm 0 Z � z� cC n t) UI � w (1) ru -(D'0Wr- U �cn co m W E 1--- O 8 N M C (U co m ,0 M S ai 0.1N " 00 U 0 - � Q0, co Q� � rn Q d Al BID.N N �D ..ww rn co �o UJ o o ccn� rn o, Z U) Z W M��Z �' 1- � s a top- �. � W Nam. w W - > E a O rn io Z c IIA UMZ a C, W N Q M a N O v U O WWW.FDSENG.COM O 0 N - O M ti 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing signature and seal. IEngineers LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 0 Z w Zg fgr w¢0tr zoo M (Y J (/1 vJ a�m w � S tjo Z Z ro LLJ f Z 5 Ce LL 2 a O - 0 Z V n W LU U ir LU o� L Poe 52ma g' N � ��oa g<a' 'D < W Q ¢ ¢�� Z Z '- I 05�2 '. o 0 air � J U111 Li_I W Z =�z0 g¢0 pop Q z �¢Z Ln Z t ZS Z ca M� 06 4 Tw J Z SCALE : AS NOTED DATE : 7/30/2018 TECH: MJAM ES VERSION NO. �J^ . O SHEET NO. W P O U Z3 > � � O O N � L O O W � W U-�--a -E e O O O a. O ?� March 20, 2018 � O LL. C13O L� > Re: Wood Construction Connector Compliance for 2015 International Codes & 2017 Florida Codes -� O O To Whom It May Concern: U L C I- .� ICU U) Q Section 2303.5 of the. 2015 International Building Code (IBC) and 2017 Florida Building Code (FBC) specifies that joist hangers shall be tested per ASTM D7147 Tasting 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 1/8-inch deflection 3. Calculations per American Wood Council National Design Specification for Wood Construction (NDS) The primary changes in ASTM 07147 are requirements to measure properties of the tested materials, such as steel strength, fastener strength, and wood specific gravity. The tested ultimate loads must be adjusted when tested material properties exceed the specified properties. ICC Evaluation Services (ICC-ES) revised AC13 Acceptance Criteria far Joist Hangers and Similar Devices in October 2016 to incorporate a methodology to evaluate products to the 20151-Codes. Simpson Strong -Tie is working on re-evaluating wood construction connector bads to the new standard to update our product evaluation reports to the 2015 [-Codes. As soon as the updated evaluation reports are completed, we will apply for Florida Product Approvals. However; reevaluating a large number of products will take time. While manufacturers work with product certification agencies to update their wood connector evaluation reports, we recommend that building departments under the 2015 I -Codes and 2017 Florida Codes continue to accept code reports showing compliance to the 2012 and 2014 editions, respectively, until July 2018. The information in this letter is valid until 6/30/2018 Men d will be re-evaluated by Simpson Strong -Tie. Please visit www.sftonatie.com for additional pertinent information. If you have questions or need further assistance regarding this matter, please contact the Simpson Strong -Tie Engineering Department at 800,999.5099. Sincerely, SIMPSON STRONG -TIE COMPANY INC. Keith Cullum, P.E., LEED AP dwfBDW Engineer, Southeast U.S. Branch Page 1 of 1 Senpsun Strong -Tie Company Inc. 2221 Country Lane McKinney, TX 75069 Phons: 972.542.0326 Fax 972542.4139 www.stmnafie.com ..�� ZU) O L O � U O V� U m Q- O L. W Q W Z Z Q - J 0- SHEET NO. PA 1.0 7 r..-"p�,;5, .,�.. �.� �,Sn.,. »,� ; �•;•,.�J�• - � � . ux^ ��y '...+.¢..-.. :.:, n;��.=., ..' .- .. ,t �-r�'.,�- 4�'*v�'-'','.'� 'fi. ua�ps! 3.: _ e,..iw�Y.i.. .. !>�'.' r" �•. -s. ,yla�.. , -- ;`A^e `s"'ar�� - - .: pa+k+.;;�."'iV . �i'a'$4,�;ri. �-. -..�Y S2L'=vrtck .. '; s.;�� , ,; �'sy S .;1 ,- N.�i • ��-n.., ntr n�'E6 �y ti ' +. F, dxi4��o� :?'.u��T as°�'��+t�a .,H , .P*,ma t .:'2�;��`'®� � n �": ;..�+� . nY'.:F „„R d.� - �'"kTyy f�2Yh�:,= A3 FL17244.1 ESR-3455 A23 FL10446.2 ESR-2606 HD210.2 FL17232.3 ESR-3445 HU210.2 FL10858.4 ESR-2549 HD212-2 FL17232.3 ESR•3445. HU212-2 FL10856.4 ESR•2549 HD216 FL17232.3 ESR-3445 HU216 FL10856.5 ESR-2549 HD216-3 FL17232.3 ESR3445 HU216-3 FL10856.1 ESR-2549 HD26 FL17232.2 ESR3445 HU28 FL10856.3 ESR-2549 PRODUCT APPROVAL SPECIFICATION SHEET (2018) March 28, 2018 As required by Florida Statute 553.842 and Florida Administrative Code 98-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your 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) FL20481.1 +67.0l-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) pL2pg61,g +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT} FL20461.14 +87.0/-67.0 psf ThermaTru Classic -Craft and Benchmark FL15225.1 +67.0/-67.0 psf ThermaTru Smooth -Star and Benchmark FL15225.5 +87.0/-87.0 psf ThermaTru Fiber -Classic, Smoothsfar, ClassicCraft, Rustic FL7640.1 +67.0l-67.0 psf B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf PGT Series 5570 FT.251.10 C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psf Clopay Building Products Residential VwindGode Doors W5 (18X7) FL15279.53 +30.0/-30.0 psf Clopay Building Products Residential VyindCode Doors 1ArG (8X7) FL15279.85 +38.0l-42.0 psf Clopay Building Products Residential VwindCode Doors WB (18X7) 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 lost sht) 2. VNNDOWS A. SINGLE HUNG MI VJlndows and Doors Series 185 FL17499.2 +50.0/-55.0 psf PGT Series 5500 FL239.7 B. HORIZONTAL SLIDER MI Windows and Doors Series 186 FL15351.1 +40.0l-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 NIA 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 Alslde Solid and Vented Soffit FL15272.1 - FLt5272.2 +70.0/-70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A B. UNDERLAVMENTS Tamko 151b 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 Borel 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 NIA 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 FL1998.1 - 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 -T­ Ld 2„ 1„ iv ct 2" N 00 1" VARIES *NOTE: FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, I2,'I DETAIL TO BE OPENING VARIES 2"=k BUILT W/ STUCCO. EDGE OF OPENING 1'-10" °,N n iv _ 12" CAP — -- 1" RADIUS 3 1/2" RADIUS 1/2" RADIUS 3/4" RADIUS 4 1'-54" 1/2" RADIUS 1" 4" VARIES VARIES r Cl) C43 CAP i� CO 1" -14r 1" 0 2 12" 1 1/2" RADIUS VARIES VARIES +-IN 1'-4" 1" 1" 4" d 4" Av O - I� 1„ 1„ 3„ 41„ 4 N _ 00 r IN 3" '- 3„ 'a"T, a 4 2, Mjlj riiv O ti VARIES 12" 2' , IN ch 2" 1" 1 ° 1" 2 1/2" RADIUS BASE r co C (V BASE 4 "NOTE: VARIES 8„ 2" 3„ FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE BUILT W/ STUCCO. OPENING VARIES 2" 2" EDGE OF OPENING- 2" _ i�N 6 1'-6" 1" 1'-4" 1" ^� , 0 1-1/2" THICK 1-1/2" THICK 'yI4. 4" 10" " M 21„ 4 Ala IN rl� M - 1 10" 6" r 3„ 4 2 «I 2„ 4„ 3„ 6„ a W W > 1-1/2" THICK 31" 24' 1 SIN 2'_4�� 52 1 5 52 51„ 4 1,„ 3„ N ia, = N a" 1" 1z' o 'j,'f VARIES VARIES 1„ 2 co _W x 'M � 22' VARIES VARIES 4„ 8„ __ 00all "2' 3 3 �Q , - KEYSTONE F11 b OPTIONAL ' 4" GARAGE DR. OPENING a0 e KEYSTONE F11 OPTIONAL 4" 3 4 ' 4" WINDOW OPENING 4" 4" NO INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 6" 4" �'� - VARIES 2" CD 00 1 " - NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 3'-8" 4" 3'-0" 4" 10" 114" 101, 11„ 1 634 i 11 4" 4 O Q0 11 2 5 4 2'-1" 11 l 5 '- 2' 4" iv _ CV cv 1 „ 1" 0 T i14 CV o? O Mir 5r. • 1" 2 GENERAL NOTES: rM rMM _ v , r • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) 0 ACRYLIC SAND FINISH t� "' CM 0 o N Z Q U) C> T L-u .0 t_t.t m (/') NZf- r ^ Of v , fn M t e pp 04 B.3.1 E ~ O ® I fC M co Z O N 0 L LL 0�6 o Q rn CO fl o '0 rn d d BD D. NNc z O M oN0 ooN � LU � z Z W M .�.. N - Z .� /may ii LL o .0 � W Gai. W y� 0-4 W V>=LL9 a � z Z 0d 4 ¢ O a N¢ Q W O v O U 0 Li W W W,FDSENG.COM 00 0 CV N CDP 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seat LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Oz O �5 Lu za > I" zdo w¢�D: Uz00 Jozz Q �a Co 0 w " o V) L QLU z O } UCz F Fr C z o d' Jlu U = W �� a X O O ww¢� 01 aww� J LIJ Lij Y o < wa z 00 rl Q Z Z K �zo Z W V) 0 -+ z O U^ / O SCALE : AS NOTED DATE : 7/30/2018 TECH: MJAM ES VERSION NO. 4s0 SHEET NO. F1 O bo 00 N O M Tnm 1'-0" FFRIDGE VENT —4'OFFRIDGE EXTENDED OVERHANG TO BE CENTERED — ON DOOR 14'-0" RIDGE VENT REAR ELEVATION - B1 SCALE: 1 /4"=1'-0" RIGHT ELEVATION - B1. General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following, 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. **CALCULATIONS BASED ON THE FOLLOWNG VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA/ LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA I UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. 0 Z o'> O — o zto z� Q CL 13 Ln C9 � w � p �U — O W m F- �� ~ o I� U or- CoN W h- N rM M ai O o N C)r L` 00 Q 0) 0 Y 1` N d� LO rn aC o BD® N N aOZg Mo� aSN z.w°'.1Z LUF_ C:w U) a Wh n LU cLL w W > 0'� o 10 L Z Z p 24¢ o Vy In ECPZ LC14 A WQ o Lj v O Www.FDSENG.COM 00 0 CV CV 0 00 0 To the best of the Engineer's knowledge, information and belief, the structural plans and spedfications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. L NR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampg.com oZ O za ¢� z �F w O � o �o zLu Q �0WZ J 0 .2 owri@ W m Q 1 J LLI L w Z Z } O 2: UJ Z g ` Q Z C L T� V 7 L J Q QaJ w U < rY W OpZ h � �� T <U6 J w X m d j�� �08�0< N Za Z ,F Wg z zy � w Lr) Lij '< ¢U 2� UZU .. LU 8 a t J Z /W Q Z a z t o co06 Lii Qz taan O J2 a � J = r-I t2 to a SCALE : AS NOTED DATE : 7/30/2018 TECH: MJAMES VERSION NO. 4mO SHEET NO. 3.2 mi r: 7._ M _ O Z N z QQQ Q a N (D Cn w �V — O Lu F- ZD o � or- m N _ F— E C CoM _ U O o 0 t/1 L_ LL M Lv y Q � 0 Y I� V7 � � Obi Q O AlN� B D® ; $ `o oI N �O N-, c3 c�7 m oN0 NN O O N O a O Z WMmmz w z Ls. Wa3a :P aW W V' c o Z a vrngrn =5 3 103 .0�A z vI o LL Z W a N a M A WWW.FDSENG.COM O O GV CV O d0 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. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Z Wo za Eg VJ w¢�� z O Z O O z0Uw ¢a� O w z CfJ A W L � Li■ J w zz >" u Ez g� Q z O �_ Z w f /1� V\ < 9 J w m a N a z<7dJ¢ w Q O w Ow Z Z 8 O w it a W Lli W w w � z o J � W ¢ C L z ,, Ala-U. goo pop �g z Z � aoS m O Ln Z J Wz = aLu Lu r-I f2 (!) o SCALE : AS NOTED DATE : 7/30/2018 TECH: MJAMES VERSION NO' 4mO SHEET NO. 3.1 C m