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HomeMy WebLinkAbout3044 Moulden Hollow Dr3Z)4q-- lxm[aft) INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. PREVAILING jEVy 0 gH�L COMPLY W1 �E /�� CS COVER SHEET VI v CODc t�RI.ELECTR�I�. �wYRHILLs QF�pM.���r 1 MAIN FLOOR PLAN NpT10 C1LI CIF Lt? 1C �" 1.1 UPPER FLOOR PLAN mp THE ..,.. � 2 INTERIOR ELEVATIONS ACES 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAIL 4 MAIN ELECTRICAL PLAN 4.1 UPPER ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 MAIN FRAMING PLAN ABBREVIATIONS 7.1 ROOF FRAMING PLAN AB or A.B. Anchor Bolt FIX or FXD Fixed RA or R/A or R.A. Return Air 8 LINTEL DETAILS ABV orAbv. Above FLR or Fir. Floor RAG or Rag. Return Air Grill SN STRUCTURAL NOTES AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Red. Radius ADJ orADJ. Adjustable FOM or F.O.M. Face Of Masonry REC or Rec. Recessed SN1 DETAILS AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace RECEPT Receptacle S3 DETAILS AHU or AH.U. Air Handler Unit FIR DR French Door REF or Ref. Refrigerator ALTorALT. Alternate FRT Front REINF Reinforcing S4 DETAILS BC Base Cabinet FT or Ft Foot/ Feet REQD or Req'd. Required _ _ _ _ _ _ _ _ — _ BF B'Ifold Door FTG or Ftg. Footing RM or Rm. Room S5 DETAILS BK SH or Bk Sh Bookshelf GALV or Galy. Galvanized RND or Rnd. Round S6 DETAILS BLK or BLK. Block GC or G.C. General Contractor RO or R.O. Rough Opening BLW or BLW. Below GFI or G.F.I. Ground Fault Interrupter RS or R/S or R&S Rod and Shelf ST STAIR DETAILS BM or Bm. Beam GT or G.T. Girder Truss SD or SD. Smoke Detector SS RETROFIT DETAILS BOT or Bot. Bottom GYP BD or Gyp. Bd. Gypsum Board SQ FT or SF or S.F. Square Foot (feet) BP or B.P. Bypass (door) HB Hose Bibb SGD Sliding Glass Door D1 SECTIONS & DETAILS BRG or BRG. Bearing HDR or Hdr. Header SH or Sh. Shelves D2 SECTIONS & DETAILS C Carpet HGT or Hgt. Height SHWR or Shwr. Shower CAB Cabinet HH or H.H. Hand Held (plumbing faucet) BHT Sheet WP WATERPROOFING DETAILS CIR or Cir. Circle HORIZ Horizontal SL or S.L. Side Lights CJ or C/J Control Joint HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir PA1.0 PRODUCT APPROVAL NUMBERS CLG or Clg. Ceiling ILO In Lieu Of SPECS or SPECS. Specifications PA1.1 PRODUCT APPROVAL NUMBERS CMU Concrete Masonry Unit INSUL or Insul. Insulation SO or Sq. Square ONO COFF or Coff. Coffered or Tray Ceiling INT or Int. Interior STO Storage PA1.2 PRODUCT APPROVAL NUMBERS COL or Col. Column KIWALL or KlWall Kneewall SW or S.W. Shear Wall PA1.3 PRODUCT APPROVAL NUMBERS COMM or Comm. Community KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine COMP or Comp. Compressor LAUN or Laun. Laundry TB Towel Bar CONN or CONN. Connection LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Doi. 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 WDW or Trans. Transom Window DIA or Dia. Diameter MFR or Mfr. Manufacturer TYP or Typ. Typical o, 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 MIL or M.L. Microlam V or v. Valve (shower or tub/shower) DTL Detail MONO or Mono Monolithic VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam CN DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR Vent through Roof EA or Ea. Each OPT or Opt Optional W or w Washer EW or E.W. Each Way PC Pull Chain W/ or w/ With ELEC or Elec. Electrical PED or Ped. Pedestal WC or W/C or W.C. Water Closet (toilet) ELEV or Elev. Elevation PH Phone WA or W.A. Wedge Anchor cc EQ Equal PKT or Pkt. Pocket (Door) WD or Wd Wood °2 EXT or Ext. Exterior PL or P.L. Parallam WDW HDR orWDW. HDR. Window Header 25 EXP or Exp. Expansion PLF Pounds per linear foot WH or W.H. Water Heater Q FBC Florida Building Code PLT HT or Pit. Ht. Plate Height WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLNT SHLF or Pit. Sh. Plant Shelf WM or W.M. Wall Mounted (plumbing fixture) N FXD GL Fixed Glass PSF Pounds per square foot WP Water Proof(ing) FG Fiberglass (Shower Pan) PT or P.T. Pressure Treated WS Water Softener FIN Finished PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) v FIN FLR or FF or Fin. Fir. Finished Floor PWDR or Pwd. Powder Room S s REVISIONS J 08-20-15 1.0 NEW BASE PLAN I 00 12-08-15 2.0 FRAME -WALK REVISIONS 12-22-16 3.0 Al B1 ELEV. REVISIONS MEAN ROOF 15 FT. HIGH TYPICAL 4.0 2017 FBC UPDATES FOR SINGLE STORY HOMES 01-04-18MEAN ROOF 30 FT. 02-21-18 5.0 ADDED GRADE BEAM 150 MPH ENG. OR 2 STORY HOMES HIGH TYPICAL F2 THIS DRAWING AND DESIGN IS VALID 2 03-29-18 5.1 UPDATED PER CITY COMMENTS FOR 12 MONTHS AFTER THE DATE IT CURRENIS DAND CODE IS VALID R WHILE i CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR LINO COMPLETE CODE INFORMATION. I Notice to Builder & All Subcontractors H It is the intent of Designer/Engineer listed in the titlebiock of these cdocuments that these documents be accurate, providing Licensed i 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 o undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the Minformation found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without oadvanced notification and approval by the Designer/Engineer. j Payments will be made in accordance to the terms of the agreement. CD za co z 1 Q a In CD u, a--+ ry o •V — Ow Lo Ci 0 m CN w ~ p C f0 M U t U_ Q rn LO d B D • N N Z H r �LL W fxj w LULU 10Z 11 oe o S E �"•.•• L3'�i SENdCOM • Y O rn ZZ \oaf-•:-- t 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 eth Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com za a z80 o��U ZZ z 0 W gOm LU OF`cc U Z LU � a � Z Z o = O U = J .R0 0 L^ , P H Lr) WE N <�u Z ^f Z J Lj *k N Z Zg 8 O d' oo Z g U = uJ rn ,--t a V) o SCALE : AS NOTED DATE : 3/29/2018 TECH: JMUROSIQ VERSION NO. 5ol SHEET NO. C S 0 0 a LO CV z CD C 0 g J Q a is 0 co TYP @ 2 STORY J S6 H.B. It (3) 2X4 #2 SPF W/ (3)16d 1 TOENAILS @ BASE 8 COND. COND. I J S6 I I I I I 1 3 I '' I I I IUP 16 I I I Cl) I I 1 1 I I 1 18 TYP @ 2 STORY 3 14 7 9 00 FLOOR G.T. 42" SLOPING = _ o 10 FAMILY ROOM HALF WALL 11 - M 00 6 SPF 12 I O N 8'-8" FLAT CLG. = W/ � FLEX L6 CARPET � TOENAILS @ BASE 8'-8" FLAT CLG. 8'-8' kT - CARPET qO c=n G S3 C9 d XI M u- (2) #5'S o X 5-SH C? H4 it_ in 2068 B.F HDR AT 7-4"N ENTRYI I T-8" T-8" T-6" 6-0" " FLAT CLG.I S6 0 = FOYER I O - TYP @ 2 STORY OI OI OI 'r' 8'-8" FLAT CLG. 3068 (2) #5'S O O O TILE (3) 2X4 #2 SPF W/ `L " u_ ------ (3)16d TOENAILS @ BASE _ WH• (3) 2X4 #2 SPF W/ = 3) 2X4 #2 SPF W/ ioV(3 CC (3)16d TOENAILS iv )16d TOENAILS S3 @ BASE N BASE -- --- I 4 2'-6" BUILDER TO PROVIDE I I S3 io O 00 E APPLIANCE PROTECTION j I I en CD DINING ROOM WHEN REQUIRED PER FBC PAT I OU) $'-$CA PET LG 2 CAR GARAGE ' _ I I I 8'-8" FLAT CLG. I I I I I I V-2" 6-6" 4'-8" 20'-8" I I I I I I EDGE OF SLAB 2" _ 00 I I I n n I L----------J I BEYOND WALL N I I I I I I = I L - - - - - - - I � I I ° N I i �--J 3.3e CC H '- - -r S3 I w 0O I I I I I O=M I n X I `r° I I I I I I N I I I I I I I I I 75 T-811 F T C G. 1 1 I I I I I ( _ - 2158 00 668 B.F. 1 2x6 WALL I I I I I I REF. LPANTRY 24 24 I _ L----- --- O. - - D L------------ - - _ Q 16" DEEP S3 iv iv 5-SH - iv J H.B.T S6 TYP @ 2 STORY 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 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) -1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) -1 3/4" X 71/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 J X 25 4 S.H. 13 20X38j 184X371 S.H. 14 20 X 501 18 } X 50 S.H. 15 20 X 63 18 � X 62 � S.H. 16 20X72 18}X71 S.H. 432 27 1/4 X 26 26 X 25 S.H. 433 27 1/4 X 38 N/A S.H. j 34 27 j X 50 1 N/A S.H. 433 N/A 26 x 37 J S.H. j 34 N/A 26 x 50 S.H. j 35 27 J X 63 26 X 62 1/2 S.H. 436 27 � X 72 26 X 71 1/2 S.H. 22 37JX26 364X251/2 S.H. 23 37 X 38 36 4 X 37 3/4 S.H. 24 37 X 50 36 4 X 50 S.H. 25 37 J X 63 36 I 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 } S.H. 33 54 X 38 Ij 52 4 X 371 S.H. 34 54 X 50 j 52 4 X 50 S.H. 35 54 X 63 52 j X 62 j S.H. 36 54 X 72 52 4 X 71 4 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3.Operabte windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" OA +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 OD +28.3 / -36.4 �E +26.6 / -28.0 OF +26.6 / -32.2 OG SEE SIN SHEET HO 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 +34.0 / -44.8 WALL LEGEND li��'1,""",1,1"I • 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 1093 2ND FLOOR LIVING AREA 1491 LIVING TOTAL 2584 GARAGE 427 FRONT ENTRY 35 TOTAL AREA 3046 0 INSULATION REQ. LOCATION I R-VALUE / TYPE EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) C9LO Z Z z J a to (9 4--J w ru •V � OL" N F- U M m N W � _ ai M MM 'o UU_00 81 oo c UCD ¢ t 0 ¢ d A , B Ds� N C_ B•D•C 1r�I ,11� • Z LU w M U) Z , 0,1�i '. �•' GAF 0 - • �� O F E• S� \ �P7/�r/rtlltltit �` 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 0 Lu 0 za t44- w�g� E V o z � O W m 8 N "r a- j z 90 5 I- �� LL O = _ o 1 Uj J Lr) T �1 00 o J � wOmQ U a 'T A Z LLf Z �uz *'� w aZ Q Z $g N Z tS 0 06 � LU _ ,� a cn s SCALE : AS NOTED DATE : 3/29/2018 TECH: ]MUROSKI VERSION NO. 5ol SHEET NO. 1.0 3 8 -1 I I I I I I I II J I I I I I S6 S6 o TYP @ 2 STORY I.I 1 4' 5 6 78 I I04 = TYP @ 2 STORY 10 - I N 8 11 I I v 8 IQ to CD CD 0 O �' - ROOF G.T. 13 -- I i LOFT N H2 6 w SUITE A 14 _ _ I I 8'-0" FLAT CLG. O D2 H3 D2 8'-0" FLAT CLG. 15 I CARPET CARPET R.A.G. 16 r; ?6, 16'-8" T-7�' 14'-8" o� in I------� X-8j„ .4. 2'-4" 6'-10" 64" 2'-6„ I 2868 c�' I I a I 3 I O � `O 10 I SIM. I " w/ (5) STUDS m cn I oo I 6Ro O 17�o I U T E 3�"x IS' - ------ o I a �i I ATTIC ��� 4 8' L E CL 1,9G2ESS-J ' T BEDROOM 2 8'-0" FLAT CLG. ai _ I HU CARPET Oc ' g iv 4'-0" ! 5'CADf10" 0 6'-1 ' Q 5'-4" 2,. 13'-72., w H1 6 cv N D2 iio y 68 FIBER pp GLA ao - SURROUN a u' co 2668 N 00 60"X36„ -- =Lu w Z 2,-3„ CIDSHOWER �� z co iv N co CO _j N 4068 B.F. -1I o I � 4068 B.F. 3' 1„ a J N to D � I N I TYP @ 2 ST RY `� I 6 -5qj " 2'-4" 4.22 7'-10" 13'-0" 111'-8" ROOF G.T. - - - - oo - - - WCID _ g �I I� '-0"F TC G. BEDROOM 30w 8 6 3 1 W.I.C. I BEDROOM 4 8'-0" FLAT CLG. D2 7, D2 18'-0" FLAT CL I 8'-0" FLAT CLG.CARPET CARPET i4 I TYP @ 2 STORY CO I I j J O q FIBERGLA� L-----S U R R 0 U N R&S � EGRESS 0 25 SH 0 6 H 1 D2 TYP @ a 1 CORNERS a2 D2 U.N.O. All. A1' HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) - 1 3/4" X 91/4" LVL 2.0E Fb=2600 PSI H7 (2) -1 3/4" X 16" LVL 2.OE Fb=2600 PSI H8 (2) -1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS `ICIITO EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'41 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. SPF #2 >9'-0" 2x6 SYP #2 16" O.C. * IF WITHIN 4FT OF END ZONE, USE DOUBLE STUDS AT CORNERS WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT *` SEE C/S6 WALL SCHEDULE WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18}X25j S.H. 13 20 X 381 18 J X 37 J S.H. 14 20 X 501 18 J X 50 S.H. 15 20 X 63 18 J X 62 } S.H. 16 20 X 72 18 j X 714 S.H. j 32 27 1/4 X 26 26 X 25 } S.H. '} 33 27 1/4 X 38 j N/A S.H. '} 34 27 j X 50 j N/A S.H. 433 N/A 26 x 37 1 S.H. j 34 N/A 26 x 50 S.H. 435 27 j X 63 26 X 62 112 S.H. 136 27 j X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 1 X 38 j 36 j X 37 3/4 S.H. 24 37 J X 50 j 36 J X 50 S.H. 25 37 J X 63 36 j X 62 1/2 S.H. 26 37jX72 36jX711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 j WIDE S.H. 32 54 X 26 52 J X 25 } S.H. 33 54 X 38 52 j X 37 j S.H. 34 54 X 501 524 X 50 S.H. 35 54 X 63 52 } X 62 j S.H. 36 54 X 72 52 j X 71 j S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED- EXPOSURE "C" DA +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 OD +28.3 / -36.4 OE +26.6 / -28.0 OF +26.6 / -32.2 OG SEE SN SHEET OH SEE SN SHEET 40 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +34.0 / -44.8 WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. 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 1093 2ND FLOOR LIVING AREA 1491 LIVING TOTAL 2584 GARAGE 427 FRONT ENTRY 35 TOTAL AREA 3046 0 INSULATION REQ. °2 I LOCATION I R-VALUE / TYPE N EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN Y (INSTALL BAFFELS AT EAVE) N GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE /LIVING) U r o z® z1 Q a_ ID U, zCl^'V^)U W cn +-j W •O W V') c U m N W � r N M t�M04 _ O oo U Qrn Lu-w �i Q d A 1 B D. N•C•B•D-C N N h N 00 Q LU w W - d €LL a 04 •< �oM FDs •J O Z - co + %,'` �•'• � �`��,• fie`'•-:� OF E S 5 `\\NA / °ftfllltttltl To the best of the Engineers knowledge, infornation and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com �o C LU �a a =00 P - 0 Lu Q 2Z� g m Lu J WG m N L oL® 0 z � z C L 1� J LL N W U = = Z 0 a L'SH L0 N Z 8,0�j LU Ln aj z di z tu- °° oo _ f SCALE : AS NOTED DATE : 3/29/2018 TECH: JMUROSKI VERSION NO. 5ol SHEET NO. 1.1 S L a co KITCHEN L SEE PLAN FOR LANDING DEPTH � MIN. (3) 2x STUDS REQ'D @ END OF LANDING BELOW HDR. BEAM. STANDARD (3) 2x12 STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM OR LANDING FRAMING (2) 2x HDR. REQ'D @ END OF LANDING FOR STRINGERS TO CONNECT TO a PLY SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES 2x8 #2 SYP JOISTS @ LANDING @ 16"O.C. w/ SIMPSON A35/USP MP34 OR LUS26 HANGER ON EA. SIDE MASONRY OR WOOD WALL, SEE PLAN 2x8 #2 SYP (P.T. IF MANSONRY WALL) CONT LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EA. STUD. ((2) 1/4"X3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) GENERAL LANDING FRAMING INFO._ SCALE: N.T.S. 9'-O" MAX LANDING LENGTH 00 00 8'-54" 'A'-n" BATH 2 PLYWOOD @ 2x8 LEDGER #2 SYP w/ (3) 16d NAILS TO STUD @ 16" O.C. io KITCHEN 2x8 #2 SYP JOISTS @ LANDING @ 16" O.C. w/ SIMPSON A35 CLIP OR LUS26 HANGER TO LEDGER I U 2x12 HDR. w/ (3) 2x STUDS AT Q EA. END FOR BEARING STANDARD (3) 2X12 I U STRINGERS W/ SIMPSON A35 CLIP TO HDR. I 1x TREADS (TYP.) .- CONT. HANDRAIL THRUST BLOCK SECURED TO SLAB w/ 1/4"X31/2" TAPCONS @ 16" O.C. MIRROR O o OWNER'S BATH Q CM 4 N O M KITCHEN ISLAND 13 --Al I 1W 42 J ECr " z. i Ln dUJI i 0 06 5ml INTERIOR ELEVATIONS. SCALE: 1 /2"=1'-0" STAIR CALCULATIONS: TOTAL RISE = 10'-0 314" PRE-ENG FLOOR JOIST W/ (2) 10" TRSEADS w/ 1" NOSING LAYERS OF 3/4" PLYWOOD Stairway construction and handrail to conform to the FBC Residential 6th FOR SOLID NAILING Edition (2017) section R311.7 Riser height: CONT. HANDRAIL The maximum riser height shall be 7Y4". The greatest riser height within any ' flight of stairs shall not exceed the smallest by more than 1x RISERS (TYP.) Tread depth. The minimum tread depth shall be 10". The greatest tread depth within any STANDARD (3) 2X12 flight of stairs shall not exceed the smallest by more than STRINGERS W/ SIMPSON A35 CLIP TO FLOOR Nosings. SYSTEM The radius of the nosing shall be no greater that V1s". Solid riser nosings shall not be less than Y44" but not more than 1Y4". The greatest nosing projection shall 2x8 #2 YP JOISTS @ LANDING not exceed the smallest by more than YZ'• Beveling of nosings shall not exceed @ 16" O. . w/ SIMPSON A35 CLIP Y2, OR LUS2 HANGER EA. SIDE SEE PLAN FOR CLG. HT. Handrails. Handrails shall be provided on at least one side of each continuous run of treads or flight with four or more risers. Handrail height, measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34" and not more than 38". Handrails adjacent to a wall shall have a space of not less than %"between the wall and the handrails. 2x12 HDR. w/ (3) 2x STUDS AT Handrails with a circular cross section shall have an outside diameter of at r!4: 00 EA. END FOR BEARING least 1 1/4" and not greater than 2" or provide equivalent graspavility in compliance with Section R311.7.8.3. ED — — — — Guards. Guards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30" and shall be not less than 36". Required guards shall not have openings from the walking surface to the — = required guard height which allow passage of a sphere 4" in diameter. Winders. Winder treads shall have a minimum tread depth of 6" at the narrow end and shall have a minimum tread depth of 10" at the intersections with the walkline (12" from the narrower side). R302.7 Under -Stair Protection. Enclosed accessible space under a stairway shall be protected with''Y2" gyp. bd STAIR SECTION_ SCALE: 1 /2"=1'-0" zo ;U uL m Jk- 1 DECORATIVE SHUTTER W&H DO 0I co 2L 12 5� 12 zz::::�5 F4 HDR HGT. J SMOOTH 04 2nd FIN. FLR. CT 12 5L,,--' ti FRONT ELEVATION - Al 12 Q5 9' RIDGE VENT SCALE: 1 /4"=V-0" — T.O.P. -------------------------- HDR HGT. 2nd FIN. ------------------- T.O.M. ------------------- HDR HG RIGHT ELEVATION - Al F.FL. F_ General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION .G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry contructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. U � Z Z z aE3 V, 0 Cz � w C •V — pry U m o ~ _ E M �'coc N CD 00 ¢ rn L0 d DD— Nc � N yy c o i s U) Z W� z �' z r.- .- W a W Cc d Q- �SE�• •'•.l FD COM J 0 W w _ < • C!� i Z GJ� � � � t• a�.r O F E S S�O`����e�``\ �� rf/ffllliiltt��' To the best of the Engineer's IowwMedge, 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 N NAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com w zg2z Q `/� y J yZS Qoa, tY Z 0 g � O o i Q ul Q 1 U � 6 N L / \ UJI _J W Q a2 gLU z 0 �./ i W f� c V = Q 0 J Z 196 O v0 a: N It ��wo z T-A $ J Ln rt W W Z ��� ~Fa fV Q Z m oo Z g t_U = oS uJ O ,- 4 a to o SCALE : AS NOTED DATE : 3/29/2018 TECH: JMUROSIG VERSION NO. 5ol SHEET NO. 3.1 R� !I co =cl W. co rl- ti T.O.P.------- HDRHGT. 2nd FIN. T.O.M.------- HDRHGT. F.FL. 12 5� 12 �5 i o _Z � 0 CJ CJ CJ N�U)= 2nd FIN. ----------------------------------------— — — — — — — — — — — — — — — — — — — --- — — — — — — — — — — — — — — — — — _-------_ CJ / WEEP 12 PJ / WEEP FLR. T.O.M. --------------------------------------------- -- ----------- ------------------------------- _---------HDRHG ROOF CENT BE -------------------- CENTERED ON DOOR TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) REAR ELEVATION - Al SCALE: 1 /4"=1 r-0" --------------------------- F.FL. LEFT ELEVATION - Al CV � 00 19 General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry contractions 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. 0 V Z o Z tO z� a v, z to 0 � N w 'U — Ow r~ � i� CD W ~ &cM c m rMi Ooo =9? t LL. % �a n �� All d N N � � N ZZ z U) ED � Z O4< ¢`0 Ali- IZ i� /d a 0 �.� �T ••M 1. e'• F i,',, L oR O F E S 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 Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com o w �a S �F uJ C O god" Q Lu K J W LU z z W 0 -� z U = ''^ y / < CC Ro Pon w CV l V gg� a QC Z Z J ^£ T"t Ln W itLL. � r-1 LJ.I Q Z" j 08 ~ $ �a N ZS 0 00 � = a n +-11 0- cn o SCALE : AS NOTED DATE : 3/29/2018 TECH: JMUROSIC VERSION No' 5ol SHEET NO. 3.2 Go N N M 211 2" *NOTE: VARIES 1'-10" 12" CAP = T CAP N 111 iv FOAM TO BE USED ONLY WHEN REQUIRED BY ^ 1" RADIUS 31/2" RADIUS 1/2" RADIUS ih A €.� 00 COMMUNITY SPECS. IF NOT, `N 3/a" RADIUS a� A,* CO DETAIL TO BE 1" 2" OPENING VARIES 2" 2" 1" 111 C� C BUILT W/ STUCCO. 1/2" RADIUS 1" 4" VARIES 1" EDGE OF OPENING z VARIES V-4" _ Cl) 1 (� �11 12 VARIES VARIES AN 111 1-4-111 1 1/2" RADIUS 4" 4„ 2 2" ;- 2 1/2" RADIUS �ilv N 41 VARIES 12 32" j 3'f" 1" 1" 1" BASE � T NN BASE 3 " �11 211 LT O �a 111 111 T r` N T 2„ a 2 11.81, a" N 1 *NOTE: VARIES 8" 2" 3„ FOAM TO BE USED ONLY WHEN 7 �Q _ REQUIRED BY COMMUNITY SPECS. IF NOT, 1" OPENING VARIES 2" d'N V-6" 1" 1'-4" 1" f� DETAIL TO BE io BUILT W/ STUCCO. EDGE OF I2111 '�` • , OPENING 6" 0 1 1-1/2" THICK 1-1/2" THICK 101, <V 21" 10" _ " z z T s = C ZD IN d M q" 211 = N G III 4" 1 311 611 2- 2- N U) N LQ. N C;4 LL> ff MM �It 1-1/2" THICK 2k �LN �J a :- 2-4" 4" t 1" JLn 1,-5" 5211 V-4- 3" 5111 o VARIES VARIES 2" N w 22" VARIES VARIES I • 4" JJ8" I I„ I Pw °0 ________ N iv I = °° co �'� ti+ 6" 4" I— CV KEYSTONE F11 0 OPTIONAL KEYSTONE F11 OPTIONAL io R6'e Q 2' 44" is = g44-1"-311; "2- 4" GARAGE DR. OPENING 4" 311 a 4" WINDOW OPENING 4" NOTE: • INSTALL OVER STONE, TYP. VARIES • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED NOTE: • FIN. TO HAVE TRADITIONAL LOOK & 1SMOOTH 1-0a" 1a11 1� 1 2" FINISH • FOAM/P AM/ S MATERIAL IS ACCEPTED a" 54" 1-1 ' 5 " 3'-8" 7'2' N 111 4" T-0" 4" 10" 10" _ O - N 00 ;tE T s fV =� T N T z T R6� v fV ;` • �9 1 " R%pry 1211 1'1 s GENERAL NOTES: O T • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) 0 ACRYLIC SAND FINISH U � z _ O Z Z Q Q J a V) U (D w c) OLLJ C `v U M m ti LU ® ~ C f0 M U _fl, O o 0 15 o Q N'�o g §� Al I 6 D. 'r N SR 0) h N N z W Q W H 4-g$?5LL oa, z W aNQ" o�a O v V O ii Li WWW.FDSENG.COM 00 0 N To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential Bth Edition. Engineer's signature and seal is only for the sWGural engineering portions of the drewing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com o W za gli 'J` w J L LU Q O < CL z cc 0 W X Ro 19 5 0 ,LAl`') ■ _ W U06z N l� �o z ^£ Z J Ln Lj z Z W o Z g 7{N� 0 < rn O ,-1 0- = cn Uj s SCALE : AS NOTED DATE : 3/29/2018 TECH: )MUROSIC VERSION NO. 5ml SHEET NO. F1 a X) N `w it Z 3 a Q 00 E s 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 MAIN 200 amp 150 amp NEMA1 Zee AMP #14 copper to lights 8 outlets #12 copper to 20 amp clas 910.2 copperto WH #10.3 copper to Dryer or 4/0 SER Alu I POWER CO. FEED I INTERSYSTEM 4 Bare Cu Ground BONDING Q #4 GROUNDING WIRE TERMINATION PER 71— WITH CODE APPROVED NEC 14, 250.94—/AND 250.52 OF THE 20 4 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. H B 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. I 1 I I ( I I 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the COND. COND. I I I I I I 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 DISCONNECT — — _-_ - - ROUGH -IN FOR standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and \ OPT. CLG. FAN/ vapor detector sensor, according to the installation. \ LIGHT PRE -WIRE 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and �7"1fVT1 L\V V t1N TO 2ND labeled by a Nationally Recognized Testing Laboratory. FI 10. Keep all smoke detectors minimum of 36" from bathroom doors GFI \ FLR. 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 ROUGH -IN FOR exit alarm complying With UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and OPT. CLG. FAN/ I either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning LIGHT PRE -WIRED when the door or window are opened.. WP 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed t within 6' if the outside edge of a sink. This would include the receptacle installed for a washing GFI 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 ENTRY of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and irr 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY' FOYER / I DUPLEX CONVENIENCE OUTLET / / 3 FTF DUPLEX OUTLET ABOVE COUNTERftj I - - - - - - W P WEATHERPROOF DUPLEX OUTLET \ WAgo H @ 44" GROUND FAULT INTERRUPTER DUPLEX OUTLET \ A.F.F. G.F.I. PENDANT AS HALF -SWITCHED DUPLEX OUTLET \PER SPECS / O r------------ I I I � SPECIAL PURPOSE OUTLET DININ O� -- OM__/ I I I DUPLEX OUTLET IN FLOOR PATIO 2 CAR GARAGE 220 VOLT OUTLET Q I I I Wp I I I WALL SWITCH GFI I I I I I I 13 THREE-WAY SWITCH GFI � 44"GFI FOR I A.F.F. GAR. DOOR I I I 14. FOUR-WAY SWITCH -I- i i 1 FI - J I , _ GFI L_-_ -_-_ --------� / I I I $R RHEOSTAT SWITCH I I L_ CEILING MOUNTED LIGHT FIXTURE LQf I- J I I I ra LED LED CEILING MOUNTED LIGHT FIXTURE 3 I I I WALL MOUNTED LIGHT FIXTURE \ I I I ORECESSED LIGHT FIXTURE I I I LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS I I I P.C. — . . 4 . . REF. i-IF _7L I I I TRACK LIGHT I _ OPT. - VERIFY LOCATION L _ IRRIGATION - - - - Jj I I FLUORESCENT LIGHT FIXTURE L .� GFI FI - - ELECTRICAL PANEL O GFI _ GFI 44" A.F.F. EXHAUST FAN db EXHAUST FAN/LIGHT COMBINATION D ELECTRIC DOOR OPERATOR (OPTIONAL) DEDICATED RECEPTACLE ® LOCATION WITH VERIFY METER H B FOR MICROWAVE RANGE CH CHIMES (OPTIONAL) HOOD PER SPECS BUILDER I-Eg PUSH BUTTON SWITCH (OPTIONAL) 1-0 PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) ® TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER _la ELECTRIC PANEL i DISCONNECT SWITCH ® SPEAKER (OPTIONAL) �7 ROUGH -IN FOR OPT. CEILING FAN v J CEILING MOUNTED LIGHT FIXTURE W! ROUGH -IN FOR G J OPT. CEILING FAN 69 (1) PHONE LINE, (1) DATA PORT MAIN FLOOR ELECTRICAL PLAN SCALE: Y4"=1'-0" 0v im c') Z Z `$ Z Q Z 0 nV) W N 4--JW �o �V — 0 w Lh c i�� U LLJ t!7 m N who C) ��Ek � rn LL o � Q � d A 1 B D. N C 9-D c s—= N N rn � ZMZ. z U) W W V a l a Z H a m Z UV MET LLm W OltNa= a o o WWW.FDSENG.COM 00 O N i� 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 C z¢ to Z 0 U Z J 'R �- > Q VZ Z oC La r/ W w �o Ll') J LL Po a I� U.)rL z 6 o N N a Z Z J & Lii R5z8 *k N Q Z Z t8 Z m 0 oo g = ,-1 a cn o SCALE : AS NOTED DATE : 3/29/2018 TECH: JMUROSIC VERSION N0. 5ol SHEET NO. 4.0 ao a to 18 N N Ir m J I 00 a 00 0 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. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance With UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 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 PEPP DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET j WALL SWITCH $3 THREE-WAY SWITCH � 4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WWALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE lO EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) �BP PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) ® TELEVISION (OPTIONAL) ©2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT D9 ELECTRIC METER NMI ELECTRIC PANEL i DISCONNECT SWITCH ® SPEAKER (OPTIONAL) �7 ROUGH -IN FOR OPT. CEILING FAN v J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN GD (1) PHONE LINE, (1) DATA PORT 200A INDOOR PANEL CENTER #14 copper to fights 3 outlets REMA 00A 1 200 AMP •12copper to20amp ckts #10-2 copper to WH #t0-3 copper to Dryer MO -v 0 or 4/0 SER Alu 200 amp 150 amp isconnect POWER CO. FEED INTERSYSTEM 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. Typical 150-200 Amp Electrical Riser Diagram (updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. FC.. , .� ...... SYSTEM I I I I I I I I I I I UPPER ELECTRICAL PLAN SCALE:1/4"=1'-0" Z c Z Z Q J a v, Z +� Lu V O "-' a C6 ~ U LL1 m 41) M C M _ no-9 U S o 00 t"-00 c Q a A L0 Rv Ci A 1 B D. N C-B •D•C B T _.*i _ N v ao m z Z 1� Z.,,] ^ me coLL - L L1 Q4L LtlV � a Z �o N (n� LLWaN <a O U V O WWW.FDSENG.COM O 00 N rn To the hest of the Engineers knowledge, infonnatan 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 2001 Tampa, FL 33607 www.LennarTampa.com 6�t w z¢ U �0 �oS° W 8��N U > E Uz LJJ X N \.� � W CC�TE U = J p W . o LnLL S C-4 Ln 'Q oo� Z LU .--I 11.1 Z rLr)l LU Z t- � < $ S cV m kD 00 Z Z _ Uj rn O .-1 a cn s SCALE : AS NOTED DATE : 3/29/2018 TECH: JMUROSIQ VERSION NO. 5ol SHEET NO. 4.1 L� 00 a rn E 0 ATTIC VENTILATION CALCULATIONS - Al ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1l300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of ventilation of vented IN. of of vented ventilation to be provided . SQIN. of SQ. IN. of Ventilators (See Elev ) required soffit ventilation soffit by upper Ventilation Ventilation needed required needed ventilators Main 0.000000 0.000000 Floor 0 0 0 0 0 0 0.0 0.0 0.0 (Zone 1) Upper 9 2.000000 Floor 1535 1474 211 737 53 368 411.0 276.0 (Zone 2) 135.0 "NOTE" GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN SCALE: Y4'=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry contructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SO. FT. 0 V Z c CD z� a J a V, C9 4� u, +-J u, � 0 "u — OL" V) c �N U WM IS m N {� m F3 r � N _ U LIL-GO rn Q 6 Al IV N �D p� N Z z z Q co 10 LU N LL a z I�I�l►i m S �` C.3 - W cz? Q'�. F t' Q' ZZ ., f®lllfRflt116t E� 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 sea[ is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com W z Q dz00 �w 822. LL ' z y3 o = J. Z CL �o o J Lli � P J W O m r'JLn N cc:Ly � � wig oC Z Q z J .� ,Ln -1 w 7ZNu w g az U z y,� W 00 O 06 Z g = W LU ,-4 a V) s SCALE : AS NOTED DATE : 3/29/2018 TECH: ]MUROSIC VERSION No. 5ol SHEET NO. 5.0 _ c d F- a 00 �L TYP @ 2 J STORY S6 H.B.t ■:............... ..... .......... ........... �. ..... .......................... II OP 5-4- 16'-3" �r " \ HVAC CHASE BASED ON I I so.-O. \ \ J ■ \ \ \ \ \ \ LOCATION : ■ INDICATES FILLED CELL w/ 300 PSI CONC. GROUT FROM FT. TO I = °P BEAM W/ (1) #5 REBAR VERT = r \ • ABOVE SLAB TYP @ ALL PLACES I N ■' \' \ \ \ \ \ ' ' ' 1n SHOWN HOOKED FTG. DOWELS 5' jg �\ \ \\ I I 5'-4,' I U') r EMBED W/ 25" EXT. ABOVE SLAB \ \ \ GRADE 40 STEEL TYP @ 2 STORY o N in ,\\`\��'� - i- - - G,1 T \ \ , CJ I \ \ 2'-6" 2'-6" 1'-0" G \ \ \ \ \ \ I I \ I x x o S3 \ =; O .. I I I 1 I I W/ (3) #5'S E.W. N r I 11-91, 1-on on. 13'-7a" 2 DF OO I I I FOR A/C — T TOP OF CONC./ PAVER TO BE 4" ■ 0'-0" = 0 L = S3 4 BELOW FIN. FLR. : 2'-6" x 2'-6" x 1'-0" I PROVIDE Y2' x 9" = T J S6 TYP @2STORY I RECESS FOR FRT. DOOR �---------- — ------ ;■ -31/2'SLOPE iv W/ (3) #5'S E.W. ■ I-I-CJ 4 v t4 = _ r I _ / BUILDER TO PROVIDE CC (VERTICALS w/ in I 3-1/2" MIN 3000 PSI CONC. I APPLIANCE PROTECTION S3 FILLED CELL N N N -31/2„ �� PROVIDE 1 Y2' SLAB FOR HERNANDO I I WHEN REQUIRED PER FBC 2 STORY I 1 COUNTY ONLY I I rn L SGDEREF R TO 3-1/2" MIN 2500 PSI CONC I I S3 I MASON'S SLOPE SLAB OVER 6 MIL I I L_ I FOR WIDTH B URN VAPOR — — I I I I I I I I STEPS AS CHASE I REQUIRED PER TO I I I FIELD CON)JTIONS: I KITCHEN ISLAND I ISLAND I I LOWW�ALLS -3 1/2 tSLOPE rI t - - - I- - - II CJ 4 `° & N0 p II I -i-CJ ■• I_ L A _ I I 4" -1 °Q I T-�Nvai `" I q o 6f -----------� J ILkJN� I S3 I I �; I I Nr ANY I so'-o° I i r r I Cn I I CC I (2) #5 REBAR S3 VERTICALS w/ in I I to FILLED CELL ; o • • I • - 2 STORY I--- ---- ---L --� L----------------J I - I N CV -4- J S6 TYP @ 2 STORY 5,,,4" H.B.+ 4'-0' 4-4- 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 W.W.M. PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN W CONTROL JOINT DETAIL SCALE. NTS .. • ., i ,,. .,,t-eA le 1le -#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 "' C9 ;: a Z o Z Q a E3 U) ZCZV^)' 0 W cn +-j w •u 0 w C � � U M m N L.LJ _ N cM C N U t�� � Q rn 1v � v W B D. w � yy N LC Q W N G � `\ P.• , � •O y . s E . T0 6 —Q •'' •' F L,O l�fttll�itilt'�ti To the best of the Engineer's knowledge, information and belief, the structural plans and specification contained within these drawings comply with the 2017 Florida Building Code - Residential 0th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com W zQ or- U z !HW 6 J Z O® u. C IN Qz > M O O o U _ J Ln O. Z �Ro igS 0 L / Ban J Ln W z ri LL 1 Z � a �O Z Z t V)S o m O 0o g = �I T-4 a to S SCALE : AS NOTED DATE : 3/29/2018 TECH: JMUROSKI VERSION NO. 5ol SHEET NO. 6.0 CKING t tr rn IMIG- UPLIFT CONNECTION CROSS-REFERENCE 3/29/18 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 1 455 320 8 - 8d RT3 610 525 8 - 8d X 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1400 1400 10 -10d X 1 1/2" F HHETA20 2235 10 -10d x 1 1/2" G H10A 1340 1015 18 -10d x 1 1/2" RT16A 1380 1160 9-1 Od X 1 1/2% 8-1 Od H HTT4 3610 3105 5/8" ANCH. 118 10dxl-112 HTT4 2715 518" ANCH.120 10dx1.112 J HTT5 4350 3740 5/8" ANCH. l 26 10dxl-112" HTT5 3225 518" ANCH. /(28 10dxl-112 * 3130 3050 5/8"DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L 5l8" ANCH. 314" 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 11 5/1070 ** 100 /915 ** 8 -10d x 3" JUS26 1115/1060** — 8 -10d P HUS26 1550/3335 ** 1335/2820 ** 20 -16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220 ** 1720/3125 " 30 -16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 -10d x 1 1/2" MTW12 1195 1005 14-1 Od x 1-1/2" S MTS16 1000 860 14 -10d x 1 1/2" MTW16 1195 1005 14-1 Od x 1-1/2" T MTS20 1000 860 14 -10d x 1 1/2" MTW20 1 1195 1005 14-1 Od x 1-1/2" MGT/MUGT 3140 3140 22 -1 Od X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7)1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)1Od NAILS AND (5) 1/4" x 3" WEDGE BOLTS "X" HTS 20 1450 1245 24-1 Od X 1 112" HTW20 1530 1285 24-1 Od X 1 1/2" SP1 585 535 10 -10d SPT22 685 8 -10d SP2 1065 605 12 -10d SPT24 1 1030 1 12 -1 Od 5 555 12-1 Od X 1 112" * 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 + +) (- ) (A) A' 1 19+ 11111 1 OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (8) 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 1 OR 2 PLY CAJRR� (A) INTERSECTIONS. SPLICING ! 2 x CONT L LGi TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5 -17 ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. STRUCTURAL 2x STUDS SEE PLAN SHEATHING (SEE TB13 FOR INFO FOR NAILING INFO.) PLYWOOD 2x6 CONT. W/ (2)-12d NAILS @ EA. TRUSS 2x CONT. W/ (2)-12d CANTILEVER NAILS @ EA. TRUSS ---FLOOR TRUSS 2x4 CONT. RIBBON W/ 16d NAILS @ EA. TRUSS 2x BLOCKING W/(2) -12d NAILS @ EA. END SEE PLAN kL'INTEL TRUSS BRG. ONNECTOR AT CH TRUSS, 8d NAILS @ 24" O.C. EE PLAN TO BLOCKING SEE PLAN STRUCTURAL SHEATHING FC03 CANT. FLOOR TRUSS CONN, SCALE: 3/4" = 1--0- 1 W o/ \■ ■ . ■ ■ IL/ SE V E ■ ■ ..... ■ lisp/ IL 0 SCALE: Y4"=1'-0" U Z Z Z Q13a Cn z01N 0 � -"� w •V — O LU v) �N ru � WM ®n CC" mn N M �LL U o N O 00 N Z LL z WLU z Ca ° jS4A1� � 1��N ray] QA err O .Co 0 •� �. O g (-! CEO riff/tlttttt� To the best of the Engineers 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 Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com �i Z < yZ� pp Q rY W OC C •RJ �pJ a Z DC � 'a "a 0 w U = J -j LL- �o r%, ILL O . ry Lli N O cc�� 511r� Z J ' -{ Ln rl LU Z x t— FzF- �* kD �- Z u, r1lO ,-a 0- cn s SCALE : AS NOTED DATE : 3/29/2018 TECH: JMUROSIQ VERSION NO" 5ol SHEET NO. 7.0 00 N 1 awl _ C) 0 J I 00 1' Q 2 0 00 fN O M 'KING )RY UPLIFT CONNECTION CROSS-REFERENCE 3/29/18 MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 -10d x 1 1/2" HTA20 1615 1585 10 -10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1615 1585 10 -10d x 1 1/2" C H . A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 1 455 320 8 - 8d RT3 610 525 18 - 8d X 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1400 1400 110 -10d X 1 112" F HHETA20 2235 10 -10d x 1 1/2" G H10A 1340 1015 18 -10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2"& 8-10d H HTT4 3610 3105 5/8" ANCH. / 18 10dxl-112 HTT4 2715 518" ANCH.120 10dx1.1/2 J HTT5 4350 3740 5/8" ANCH. 126 10dxl-1/2" HTTS 3225 518" ANCH.1(28) 10dx1.1/2 K 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L 5/8" ANCH. 314" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD713 * 6645 5650 7/8"ANCH. 314" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N ItIR26 1165/1070 ** 10 5/915 ** 8 -10d x 3" JUS26 1115/1060** — 8 -10d P HUS26 1550/3335 `* 1335/2820 `* 20 -16d x 31/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220 " 1720/3125 ** 30 -16d x 31/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 -10d x 1 1/2" MTW12 1195 1005 14-1Od x 1-1/2" S MTS16 1000 860 14 -10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 1000 860 14 -10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" 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 "X" HTS 20 1450 1245 24-1Od X 1 1/2" HTW20 1530 1285 24-10d X 1 1/2" SP1 585 535 10 - 10d SPT22 685 8 -10d SP2 1065 605 12-10d SPT24 1 1030 1 1 12-10d 555 2-10d X 1 1/2' * MINIMUM 3" MEMBER *' REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. LOADS — ROOF = L / 360 FLOOR = L / 480 WI 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) ) Al I (A) (+ t OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/. 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). (B INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (8) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. Rt STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 �y Cq�R�ER ZR CONT (A) INTERSECTIONS. SPLICING / LEDGER TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING, MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. ROOF FRAMING PLAN SCALE: Y4"=1'-0" Ova Z M — c Z Q a Z �✓ cn w •U — O w 2 ~ U w,ch = ® 2 m N c, `c 9? U O�N Q rn uNi c oti Q d AA N-C-B-D-C ZZ z U) LU "`� �• •" V FDSEN < J OF W M \ 1 ff�'�'OFESg10N To the best of the Engineers kr o edge, 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 drewing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 I Tampa, FL 33607 www.LennarTampa.com W za f� C V 0 �= N A' W < a Z L1_ W G O O , , `RO 2 o r O �� k IN U) N < L ZLn.. J � LJ.I LLJ Z l0 Vy Z tj �) m rn 00 QZ J = J a ,--i a cn o SCALE : AS NOTED DATE : 3/29/2018 TECH: JMUROSIC VERSION NO° 5al SHEET NO. 7.1 CID 0 g a u7 i CV x g J ki 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 AC1318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load . 0 Safe verticalload Safe horizontal load _ GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY 8F44 1 B/1 T 8F40 1 B/1 T 8RF40 OB/1T 8F321 B/1 T ® OO FORM dr GROUT SOLID !• - o �U O #5 BAR CONT. 8F12-1 B/1T O "V" LINTEL DETAIL SCALE = N.T.S. lZ :Mae TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 0 f- 8 F 16- B/ 1 T tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS c-i"-4' preca (lintels = 3500 psi. 2. Pc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. 5'-10" LL #5REBAR MIN. (1) REQ'D A120P LEAR ALTERNATE POWERS STEEL LINTEL E O a e a o A #5 REBAR AT TOP i w e° a MIN. (1) REQ'D d 1-1/2*CLEAR 2 e A d z GROUT D &D ° ^ J a m N S ° d C.M.U. A 5 REBAR AT = - m w ° BOTTOM OF r F - a LOUW o LINTEL CAVITY '0 '0 W 8 -BOTTOM J D • U GLuV$2 REINFORCING PROVIDED IN a a ci 1 o LL o w ;n D Zd D #5 REBAR AT BOTTO — 7-5/8"ACTUAL 8" NOMINAL WIDTH LINTEL •' Otu p3p Fo i R �, AS INDICATED (VARIES) r~ii u OC _ o o 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) NJ V 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) 6'-6" LL ONLY IF NOTED ON LINTEL PLAN O 1. Refer to manufacturers specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting. Refer to manufacturers specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Untel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See convector specifications 2x8 #2 SYP STUDS @ 8" O.C. W/ (2) STRUCTURAL SHEATHING 3% USP MSTAM36 STRAPS EACH STUD ATTACHED PER NAILING 1 ((1) STRAPS EACH SIDE) CENTERED SCHEDULE W/ (13) 10d NAILS & (8) Y4" TITENS o¢o OR i (2) 2x8 #2 SYP STUDS @ 16" O.C. W/ o- (4) USP MSTAM36 STRAPS ((2) c STRAPS EACH SIDE) SEE PLAN _ TNVALL = 2x8 #2 SYP P.T. BASE PLATE a W/Y2" EPDXY ANCHOR ORY2" 51 J BOLT W/ MIN. 7" EMBEDMENT @ 8" KNOCKOUT COURSE 32" O.C. & 6" FROM EACH END W/ (1) #5 CONT. SEE PLAN FOR FILLED CELL SPACING 'I WALL SPLICE DETAIL \I t Q f SCALE: 1" = 1'-0" 4'-6" LL O rul MUNN rZa MON MWIN 111111111101111 5'-4" LL OMIN. G rf rr? .•:r '•'•�' rf .f ti• ti S 1• ti ttiti •L �ti• 5'-10" LL O 5'-8" LL O t� ti. 5'-8" LL tiff y O 5'-8" LL O 17'-4" LL OEMIN. LINTEL PLANT SCALE: Y4'=1'-0" Z c Q � a draw I�11I I Z N�1� 0 v/ cn 4--J w �o -U O LU fv W ®~ 3:: mp, M G CC CCM Q CV U rn sum Q LO �io N 11149yy V� N �' 00 Z_ W _j Z6 A � a UL LU 1 G4 "' V ¢ z �J SENG r _ UO FJ O Q w To the best of the Engineers lumledge, information and bellef, the structural plans and spec kations contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com �ed'a OV 9 Z �u Qu m3 O U %%./ Z 0 W J J� CCC F ' ^ LU z N Lri r J � Z J L X Lij Z rl m r z 0n 06 � c SCALE : AS NOTED DATE : 3/29/2018 TECH: JMUROSIC VERSION NO. 5al SHEET NO. 8.0 x N N d C" i� Al b V) NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 244NCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Xz 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 ad. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ad. (2017) AND FLORIDA BUILDING CODE 6th ad. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2.1.1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ad. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2,4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 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-I-P CONCRETE NOT EXPOSED: 1 1 Y" GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN ft) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3112" 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 11 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 15132" 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 = 33Ks1WITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285 PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3116", 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 ad. (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 / Borawre 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 si n which identifies the termite treatment provider and need for re -inspection and tratment 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. Imgation 6ril der systems including all risers and spray heads shall riot be installed within l'-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 518" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfaall occurs before vapor retarder placement, retreatment is requiretl. 9. FBC-R R318.1.5 - crate o1(erpo and mortar along the foundation perimeter must be removed be ore exterior soi treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within T-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An extgrior vgrtigl chemical barrier must be install,�d after construction is complete, including landscaping and imgation. 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. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. GARAGE DOORS (V =140 MPH) TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" %4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1Y8' 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 8". 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. U V Z Q Z Z Q a cn 0 N w f� o •U - 0 w 120 ~ U w M mn � M _ U �3 p N r�8 �i Co n �i 0 A OF N.C. B. D.0 �r p. N Z W '�' z�'' z III W A § L>a a� W V Z 0 i5 a y�;" +� ..• � � O G.CO -- z. Y.. F L 0 " s� e0pl:SStONP`���\\\\� 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 Me structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33601 www.LennarTampa.com W za o: � r4 U �Lu of N ED Ov F 3 _j o L0 =5 HS try 0 • _ Q W Z Z J Ln r-I Q W Z < z N m r ZS ° °0 gCA z a SCALE : AS NOTED DATE : 3/29/2018 TECH: JMUROSKI VERSION NO. 5ol SHEET NO. SN 00 i T3 N CORNER OF HOME GARAGE SIDE i EIx a w N _ N =L J 10'-0" TANK -LESS W/H H C G 00 O 5'-0" w �o STUB -OUT FOR 0 V-0" C o in GAS METER = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "`ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY`* RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-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. 1V-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 81-6" (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 ROOF DIAPHRAGM NAILING SCHEDULE RIMIF I INF + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 4 + + + + + + + + + + + + + + + + + + + + + + + + + + +zo + + + + + + + + + + + + + +F + +41 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + '.0" (TYP.) + + + + + + + + + + + + +4 + + + + + + + + + + + + + + + + 4 + + + + + + + + + + + + + + ++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ + ++ ++ + — 15/32" CDX PLYWOOD OR 7/16" OSB `RIDGE LINE 140 MPH (UK)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 a 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood anels or 2 x _ P 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-118" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1 /8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel ,902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap FILL CELL w CONT. #5 > STD. 90° BAR HOOK STD. 90" HOOK r— BOND BEAM BOND BEAM STEP SCALE: N.T.S. INTERIOR/EXT WALL SEE CONT. #5 BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRIG. WALL N.T.S. 1/8" min. 2" min. }Small 2" max gap , 4 max. Clinch na when possible 4 ils 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 required when indicated or 4 2�' min. 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 Ys" GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher than 1 Annih SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate details in One 10d box areas=20 of high or--20 sinker lateral load. nail each side at bearing. Squash block / (2x4 minimum) —/ Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking I Ica i" ri nril nail-. at R" n r <' Provide adequate bearing for each lapped joist. nails SECTION @ INT. BRIG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D 19 (see table below) DO NOT cut, notch or drill flanges 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 stalk 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. — • gor-'s • ■ ■� Err A 2' ROUND HOLE MAY Err Err DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y" 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" 1'-1" 1'-2" 1'-2" V-3" 1'-0" V-7" 1'-11" 2'-4" 7-9" 3'-2" 3'-7" Any 16" joist 12 V-0" 1'-1" 1'-2" V-2" 1'-3" 1'-9" 2'-4" 2'-11" 3'-7" 4'-2" 4'-9" 5'4" Span (ft) 16 V-0" V-1" 1'-2" V-2" V-7" 2'•5" 3'-2" 3'-10" 4'-9" W-7" 6'4" 7'-2" 20 1'-0" 1'-1" 1'-2" 1'-2" 2'-0" 3'-0" 4'-0" 4'-10" 5'-11" W-11" 7'-11" 8'-11" 24 V-0" 1'-l" 1'-2" V-3" 2'-5" 3'-7" 4'-9" W-10" 7'-2" 8'-4" W-6" 10'-9" 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. 1Y" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y2" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. Web Stiffener Fastener Schedule Joist Bearin Location Series Depth End Intermediate ® BCI5000s 9-112" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d BCI 6000s® BCI6500s® 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 BCI9001 11-7/ " 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSON MGT w/ (22)10d NAILS TYP. GIRDER TRUSS r 2X TOP PLATE 5/8"0 THRU BOLT 2 X B.U.0 SIMPSON MGT w/(22)10d NAILS TYP. TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION NIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Jc A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) Nail with 10-10d nails. Install tight to top flange. SLEEVE THRU STEM SEE PLAN FOR �• a .. FOUNDATION INFO ' • 4 STEM FOUNDATION y \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block 'Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4%2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb 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 e depth I -JOISTS BUCKETS N.T.S. GRADE e REINF. SEE PLAN LA/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF ° SECOND H10A SIMPSON JOA°(WHEN w/ (18)10d REQUIRED) NAILS UPLIFT= 1 TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE r%lMr /r M-Irl 1 A 1 TI Ir%1 1 r—\ 1r% TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE / r PLUMBING LINE e ai u •e � •e � Z .. SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE ems' e / ae G a a d e etA a s e a SEE FND. PLN. SIZE & REINF. z_o z� Z J I� Z V) C9 Cz C 4--+ W � o .O w -a) Cn c vi U W o0 m yl (•� M � t"Of �S ¢ ( 0 N �O io _ N 00 U z z IlY ~ j3 U w Lu _ -6 a LL a W O0) Z �aCO 0 10 � � � ix "in r� C4 .•-' '� �, 0 e , CID F L 0... . 1 esStiOtk ��r/Nftlilttl't����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 Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com W a f� �z - U u 1� J 1 °D Q a LU z 0- ;0 _ o W 0 = U z. �0 .. N Ln N UI ) <u Z �a 41; 'd" Z Z � W 00 Op Z g i 9 f ,—I CL to 8 SCALE : AS NOTED DATE : 3/29/2018 TECH: 7MUROSKI VERSION NO. 5ol SHEET NO. SN 1 J FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP.) VARIES / 5/8" OR 1/2" HIGHJ STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL EliI 1x2 PT WD FURRING @ 24" O.C.�� r (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES ALUMINUM DRIP EDGE ALUMINUM FASCIA ' N.O. 2x SUB FASCIA EE SOFFIT SHEET 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT �8" C.M.U. TYPICAL TYPE "S" MORTAR ARCHITECTURAL FINISH 1/2" GYPSUM WALLBOARDS — #5 VERT. IN FILL U.N.O. CELLS (SEE C FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION ;t 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR co MUNICIPALITY. CURB DUE TO SLOPE E5 CONCRETE SLAB W/ 6X6 d NOTE:EXTEND Q W1.4XW1.4 WWF OR DECO DECO FINISH 4" to 6" "FIBERMESH" GRADE LO 04 r- E CV i a e n I e Z 00 � 6 MIL VAPOR ► i g BARRIER p D; •' ' • III-n...- (COMPACTED TO 95% — — N MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. z (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 4" V-4" STD. 90 NOOK (SEE U.N.O. DETAIL) = TYPICAL WALL SECTION rA -a SCALE: 3/4" = V-0" S3 a cc o OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND is DOOR TO RECEIVE s PAVERS / DRIVEWAY `g CONCRETE SLAB A PAVERS BLOCK WALL BEYOND 14 O.H.D. RECESS = �z ,�iE=11=11 SEE A/S3 OR J/S6 "o FOR REINF. INFO. 3"MIN. CLEARANCE 1' " (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) M 1' " (2 STOR ) GARAGE DOOR SLAB RECESS J,1 ]C SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE—\ (2) #5 CONT. ON 3" CHAIRS (TYP.) �I 1�IL�ll�a►ILI' (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s V-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > V-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & �_ @ 6" MAX FROM END OF 2 x PLATE E 6x6W1.4xW1.4 WWF OR FIBERMESH .e . ARW 8- l-1�'._.T..U-- 1 TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT KG G SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3 FOR ADDITIONAL SLAB INFORMATION. 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR V GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE 8"x8"xl6" NOMINAL BLOCK WITH 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 M ELEV. 0'-0" (ALT:1/2"x12" TITEN HD @ 24" OIL O.C. OR 5/8"x10' WEDGE ANCHOR p 4 ° p A.F.F. @ 24" O.C.) 2" ° 4 4 p p 0 Z 3 1/2" MIN. a ° ° a p , a ELEV. 4-3 1/2" OIL ° p 4 °4 ° � 2x4 CONT. ° ° A.F.F. pjr LL. ° ° O p ° G D p Q ° p 4 °GO ° C14 A* - - �''� Is • GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 2x S.P.F. STUDS @ 16" O.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U. 1"x P.T. STUD #5 VERT. IN FILLED CELL SEE CC/S3 OR N G/S3 FOR ANCHOR BOLT INFO. 5/8"x6" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6)1/4"x31/4" TAPCONS *SIMPSON SP1 SPACED EVENLY w/ (10)10d NAILS _ P.T. PLATE TYP.2x ASSUMED FINISHED GRADE Z MONO OR STEMWALL FOOTING MONO SHOWN P p P ° `2 FOR CLARITY ° > I —III —III —III —III —III III—III=1 I I —III —III —III- i ° p p ° D ° p o ° NOTE: 8 o II I I I II I I I I I II I I I I II I I I I I I I N *FOR BEARING WALL I=1 11=1—I 1=III-1 I I- W/ UPLIFT ONLY -i I—i i i=iTi=iTl=i I i=1 "[-1 11-1 I IT_l l l l l (— FRAME WALL TO C.M.U. WALL CONNECTION D SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4" < ° A • a 00 . SCALE:3/4"=1'-0" S3 v GRADE ° (1) #5 REBAR w/ OPT. SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE: 314"=1'-0" S3 EXPANSION JOINT Cl) SEE A/S3 OR J/S6 FOR REINF. INFO. BLOCK WALL BEYOND O.H.D. RECESS 3" MIN. CLEARANCE GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. M Vj 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING — NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. (2) ROWS OF 2x BLOCKING @ THIRD POINTS TRUSS BOTTOM CHORD OR 2x4 BLOCKING 1/2" —� `TRUSS BOTTOM CHORD OR 2x4 BLOCKING w/ w/ (2)16d TOE NAILS @ EACH END 5/8"OR HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ (2)16d TOE NAILS @ EACH END SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM EE 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 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (12)10d NAILS U.N.O. {1) ROW 2x BLOCKING @ MID HGT. FOR WALL 1) ROW 2x BLOCKING @ MID HGT. FOR HGT. < V-6". (2) ROWS 2x BLOCKING @ 3rd PTS WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING FOR WALL HGT. > 8'-6". @ 3rd PTS FOR WALL HGT. > 8'-6". INSULATION PER CHART ON FLOOR PLAN NSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10)10d NAILS SIMPSON SP1 w/ (10)10d NAILS 2x P.T. BOTTOM PLATE 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 6x6W1.4xW1.4 WWF OR FIBERMESH 2„ WWF OR FIBERMESH �11 =IMi—iAIiENi Il—�Il .11�11�11�11 1/2"(min.)- 4" 1. 411 Y' ii�� on U.N.O. MIN. TYPICAL BEARING WALL STEP SHEARWALL rc "SHEAR WALL" SCALE: 3/4"=V-0" S3 e� lveo GJ lot 5 �oG"oN•��N -2x STUDS @ 16" O/C ISULATION PER CHART ON FLOOR PLAN 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 CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 31/�"MIN. ;0 1 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK IMPSON SP1 w/ (10)10d NAILS @ EA. STUD MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20" MIN. LAP [24"MIN. LAP] #5 REINFORCING FIBERMESH WEEP SCREED INSTALLED BAR ----- PER MANUF. #3 OR #4 REINFORCING BAR z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy-- 40W = FINISH GRADE 90 2 [GRADE 60 MIN. Fy= 60ksi] c� .� s • AL 25" MIN. LAP [30" MIN. LAP] 6 MIL VAPOR BARRIER t> P A ° °O T R 1 7/8" #5 REINFORCING BAR #5 LAP SPLICE • 11:�11�11�11�11•�II�I SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB 01011 a CONT. BEAD SEALM a INTERIOR -3 1/2" CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB E_ I=1I1= I1= 1- ce) 6 MIL VAPOR --I I 1=17, BARRIER �u 14" 4n INTERIOR WALL SLAB STEP NON-BRG SCALE: 3/4"=V-0" !"(min.) - 4° (2) #5 CONT. . . UNO� TYPICAL BEARING WALL @ STEP SCALE: 3/4"=V-0" NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10)10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM END OF 2" x PLATE • o LU v Cn a t' 1 N - 1 /2"(min.)- 4" CC S3 (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s V-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. E 6x6W1.4xW1.4 WWF OR FIBERMESH � "r h. Q • T � (2) #5 CONT. —I I = ON 3" CHAIRS 8" V-4" pn (TYP.) O 10" #6 REINFORCING BAR #5 STD. 90 HQOK #6 LAP SPLICE TYPICAL INTERIOR BEARING E REBAR DETAILS rF WALL W/ UPLIFT rG S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 SRIES EE PLAN 1 1/2" RECESS FOR VA 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH N 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO ` ° SEE PLAN FOR TOP OF BEAM & LAYOUT DESIGN SEE ROOF PLAN ° ° < ° (2) HTS20 FOR STRUCTURAL r BEAM SIZE & �0 • CONNECTION INFO T ° 8 a —2X STUDS @ 24" O.C. U.N.O. GARAGE �-"1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. —INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT E 6x6fflAxWlA 1 `WWF OR FIBERMESH I K S3 V M I I a4 P•T' PLATE t 2x4 #2 SYP P.T. FRAMING w/ 7/16" MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 g" O.S.S. Z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 ® W 0 SCHEDULE COLUMN LOCATION it < 2u 6X6 P.T. #2 SYP SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. o W ABU66 SLAB STEP & RECESS S.G.D. rM SCALE: 3/4"=1'-0" S3 SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL O'C' j MASONRY WALL AND ATTACHMENTS & 18/D1 PAD FOOTING FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD E `v SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. &, ' SIZE VARIES PER PLAN M = M w/ MIN. (2) #5 VERTICALS ooGRADE FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) c7 I I=I I ° °• = =III= 1-1' =1 Z= I —III —I I I —I 11=1 I I —I w w I I1=1I I 1=1I 1- W Z BRICK PAVERS or SLAB PER o =1 = -III=1 • • °• on0 = z 01-0" FIN. FLR. COMMUNITY SPECS 14 �I I—_�III I I=1 =1 11=I I� I I I=III I I =III=I I—= 6 =1 I I III—III—III=1=1 I III —III —III— ' FOOTING Il.;llll�iillll�illllll -III-III=' BEYOND ti ...•.LECONC.PADINFO. ,ll PAD REINFORCEMENT 3"MIN. CLEARANCE EE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH :..... SEE SCHEDULE ..., TAPERED COLUMN FRAMINGrCD12 PATIO COLUMN FTG. DETAILrN SCALE: 3/4• = V-ON SCALE: N.T.S. S3 z� z J a `� z to U a) C 4-J W "V — 0 W N � � �N U W '® ~ M mn 0) " N _ U `L o U, c < d MD. _ N t� V� N U) .2 z 1' z a5 _ LL. a LLI_ � am � O 10zW W6.�\Nffau Q-•. GCSE" * W 'C F L ...: ••��••...... V To the best of the Engineers knowledge, information and belief, the structural plans and spedfications contained within these drawings comply with the 2017 Florida Building Code - Residential Sth Edition. Engineer's signature and seal is only for the stn,durai engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com TS 2 6 J W 80 L 0�o "® � QZ 4 Z 06 o :a = W U = M R6 U8MR 0 ^' fV LL {(7J � QW z " t Z V-4 Hte v Z Z8 0° 'T Z tj = 00 �-+ g a cn s SCALE : AS NOTED DATE : 3/29/2018 TECH: )MUROSIC VERSION NO. 5ol SHEET NO. S3 Np) SEE ELEV. (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE SEE PLAN FOR HEADER //—SEE PLAN FOR SIZE CONNECTION 2x DEAD WOOD @MID POINT w/ (3)12d TONEAILS SPACED DOUBLE 2x TOP EVENLY PLATE W x BLOCKING @ EACH END W/ 10d @ "O.C. FROM EACH HEADER FACE O BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. S4, SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ 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 i 1/2" EXTERIOR GRADE SHEATHING —� M 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 g 2x P.T. PLATE ;t 5/8" x 10" "J" BOLT @ 24" O/C MAX —� W/8"EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT T3 1 #5 VERT. IN CONC. FILLED CELL W/ —j tij a STD. 90A HOOK IN K.O. BLOCK N KNEE WALL ABOVE MASONRY WALL DETAIL M a C2 N i a E MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL E K/S4 = SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE \ I GENERAL NOTES SLOPE FORWARD\ z I FOR DRAINAGE n: 1 1/2" MINIMUM CEMENT FINISH STANDARD 3" DIA. TEE THREADED 3" DIA. EXTENSION SCREW OFF CAP (3" DIA.) FOR CLEAN -OUT MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR 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" 7 5/8" 8" SOLID AREAS ARE STEEL AND GROUT FULL 8 8 16 BLOCK SEE TYPICAL WALL SECTION 12 PRE-ENGINEERED WOOD TRUSSES @ 24" O/C (NP•) SEE ELEV. 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 �. �..� ..��....„ �� I ❑ I I r—, I x x I NSIMPSON SP2 w/ AILS AT EACH (12) I WALL U �—� TO DRAIN CL DOOR OPENING DOOR OPENING DOOR OPENING Ct 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C EXTERIOR BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) WALL CLEAN -OUT rA WALL ❑ ❑ O/C FIELD SCALE: N.T.S. S4 ❑ ❑ 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP 1ST COARSE 2ND COARSE 3RD COARSE CARRIER/GIRDER TRUSS MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE SIMPSON HETA20 w/ (8)10dx1 1/2" REFER TO WINDOW PRODUCT APPROVAL COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE NAILS AT EA. TRUSS VERTICAL WEB SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. (24" O.C. MAX) w/ MIN. 4" EMBEDMENT MANUFACTURER. IN KO BLOCK AT EA. STUD MAIN SPAN ROOF TRUSS TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT D MOISTURE BARRIER UPLIFT CONNECTOR KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 WIN BEAM W/ (1) #5 CONT. IN OPENINGS PLAN) OPENING _ . • • •- • ro II:I -1 I I EM1111LINTEL IIINo I MOUIII -III IIII ARE IIII ■III MEMilli IIILA �IIII IIII� NOTES: FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION --- PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. 0 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED BLOCKING (TYP.) \L—ROOF PROPERLY. TRUSS O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. UPLIFT CONNECTOR (SEE SCHEDULE) ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. MOISTURE BARRIER SCALE: N.T.S. o L—SEE PLAN FOR FOOTING DIMENSIONS N GARAGE ENTRY FINISHED MASONRY DETAIL N SCALE: N.T.S. SCALE: N.T.S. S4 S4 SCALE: N.T.S. S4, 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED W/ GROUT (SEE SCHEDULE) 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL KEN� 5/8"DIA. x 8" J-BOLTS AT 6-3J4", 41-3/4", 71", AND 96-3/8"ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. SCALE: N.T.S. S4 CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) USS BOTTOM CHORD OR 2x4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO EB'LOCKINGW/ 2-16d TOE NAILS NOT TRANSFER LOAD. EACH END ° WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE 2"x BUILT-UP COLUMN, SOLID MEMBER OR ° ° THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON P.L. 1.8E Fb=2400 PSI (AS PER PLANS) d DOOR STOP PSPN516Z w/ (12)16d NAILS ° U z a a ° a MOLDING TOP " 2 ROWS 10d @ 3 O.C. (14 ° e ° • HTT4 w/ (18)10d NAILS (3610# SPF) 2x TOP PLATE — a• T �' GARAGE SPLICE NAILS TOTAL) EA. SIDE OF • HTT5 w/ (26)10d NAILS (4670# SPF) 4 , SPLICE STAGGERED 8 • DTT2Z w/ (8)1/4" x 1 1/2" SDS (1835# SPF) 2-16d NAILS @ 24" O.C. OR DOOR M� N. ° o ° ° • HDU2-SDS2.5 wl (6)114" x 21/2"SDS (2215# SPF) EQUAL TO TRUSS BOTTOM ° • HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (3285# SPF) CHORD OR BLOCKING 2 x 6 P.T. % NJ • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (4065# SPF) 8" 2x STUD @ 24" 10d @ 8" O/C p ' SST .'. • HDU11-SDS2.5 w/ (30)1/4x 21//2SSDS ( 86 SPF) O.C. MAX. �Nc PROVIDE P.A.F. NAILS ORE7�t • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" 2x P.T. PLATE EQUAL @ 12" O.C. FSTAGGERED A EMBEDMENT w/ WASHER & NUT FROM BOT. ATTACH ALL 0 • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED SEE A/S3 FOR PLATE TO CONCRETE DOOR TRACK EXTERIOR STUDS W/ 4 16d TOENAILS A.T.R. MIN. 8" EMBEDMENT w/ WASHER & REINF. INFO. W/MOUNTING ANGLE TO P PLATE NUT ° NOTE: • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. a NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS BOTTOM SPTIC MIN. 8" EMBEDMENT w/ WASHER & NUT FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE OVER STUD a • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. TYPICAL INTERIOR NON - AT LEAST 4'-0" LONG. TYPICAL MIN. 8" EMBEDMENT w/ WASHER & NUT BEARING WOOD FRAME WALL ,1 TYPICAL GARAGE DOOR BUCK K TOP PLATE SPLICE DETAIL M HTT / HDU TENSION TIE rN SCALE: N.T.S. S4 SCALE: N.T.S. S4 SCALE: N.T.S. r`+A �7"t SCALE: NTS S4 F= 2240 LBS SIMPSON SIMPSON SIMPSON (—C HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'-4' (1) 2) (1) (2) (1) LSTA30 4' - 9' (2) 1 (3) (2) (2) (1) LSTA30 9' -16' 1 (3) 1 (4) (2) (4) (2) LSTA30 SP4 SP2 SIMPSON SP4 3P2 SIMPSON SP4 ROOF TRUSS ABOVE 2X TOP PLATE 2X STUDS @ 24" O.C. OVERLAPPING 2X BLOCKING NAILED /8"x10" "J" BOLT @ 24" O.C. MAX. INTO 10d NAILS @ 6" (2) 16d TOE NAILS MIN. (2) PER TRANSOM BOTTOM PLATE TRANSOM FRAMING FRAMING EA. BLOCKING STAGGERED WIDTH OF OPENING VARIES 4" FLAT STRAPS PER CHART ABOVE TO BE BENT SECTION P.T. SEE SECTION AA/S1 FORM CONCRETE INSET TO PLATE AND BB/S1 FOR Zo 2X8 WALL ABOVE 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR OVER TOP PLATE'* HOLD DOWN CONNECTIONS ADDITIONAL DETAILS SIMPSON ENTRY BLOCK WALL ABOVE. NOT REQUIRED @ BEARING WALLS NOTED SCRAP MATERIAL— ATERIAL WITHOUT UPLIFT SP1 • K.O. BLOCK W/(1) 10 SEE FLOOR PLAN NOTES FOR SIMPSON SP4 SIMPSON SIMPSON J-BOLTS @ 24" O.C. #5 CONT. & r T REQUIRED CONNECTION RECESS SP4 SP4 MAX FILLED p S+F A/iy�w LINTEL 5/8"X10" J-BOLTS �N 2-ROWS 12d NAILS STAGGERED 2X P.T. PLATE @ 2'-0" O.C. FORM CREATES CONCRETE RECESS TO @ 12" O/C EACH FACE OR a MASONRY WALL 2x4 3-ROWS 12d NAILS STAGGERED FOR WATER SHED. (NO RECEIVE GARAGE DOOR AND TO ALLOW ° @ 12" 0/C FOR 2"x10" OR ^ 2X8 P.T. BOTTOM P TE 2x CRIPPLES @ GREATER HEADER „ KEEP STIFFENER BACK FROM SIDES ENOUGH 16" O.C. W/ (2)12d B TO ALLOW SPACE FOR FLAT MASONS TOOLS TOENAILS T/B 5/8"x10" "J" BOLT @ 24" O.C. MAX. �+ SIMPSON SP4 w/ (6) SIMPSON SIMPSON C (MIN. (2) PER BOTTOM PLATE) C (2) 2x HEADER SEE PLAN SIMPSON (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY 10d x 1 1/2" AT EA 1 SP4 SP2 SP4 MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END STUD (USE SP6 FOR • INTERIOR HEADER: PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) 2x6 WALL, USE SP8 S4 (1) 2x SILL PLATE W/ (2) 10d NAILS @ 4" 10d NAILS @ 6" O.C. IN POSITION BASE SHOWN ) 12d TOENAILS FOR 2x8 WALL STAGGERED A STAGGERED GARAGE ENTRY FORM DETAIL BOX HEADER • EXTERIOR HEADERS: 10d NAILS @ 8" ONLY TRANSOM FRAMING 2x6 MOUNTING BASE SCALE: N.T.S. O/C TYP. (1) 2x SILL PLATE W/ (2) o N N o BEYOND. 12d TOENAILS NAILED INTO �' GARAGE DOOR TRACK MOUNTING BRACKET D BLE 2 • OPENING LARGER THAN 4 FT: TRANSOM PLYWOOD FASTENED TO TRUSSES 8x8x16 C.M.U. OU x CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON FRAMING WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD TYPICAL (U.N.O.) LS30 w/ (6) 10d x 1 1/2" EACH TRANSOM FRAMING O/C BOUNDARIES 6" 0/C EDGES o E SHEATHING GARAGE DOOR ROLLER GARAGE DOOR TRACK SIDE SEE SECTION AA/S1 AND & 8"O/C FIELD CONNECTION ASSEMBLY GARAGE FLOOR BB/S1 FOR ADDITIONAL Is 2x STUDS TYP. DETAILS TRAVEL DIRECTION OF • SIMPSON SP4 w/ (6) 10d x 1 12" GARAGE DOOR SIMPSON (USE SP6 FOR 2x6 WALL, USE PLYWOOD O� SIMPSON HTT4 TYP. SP1 SIMPSON SP8 FOR 2x8 WALL) SHEATHING U.N.O. SEE N/S4 SP4 • SIMPSON SP2 w/ (12) 10d NAILS MASONRY MOUNTING BASE DETAIL Nile ** HOLD DOWN RECESS SIMPSON • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOWP4 o 5/8"X10" J-BOLTS @ 24" O.C. - ---- -- - I� CONNECTIONS LINTMAX. (MIN. (2) PER BOTTOM SCALE: N.T.S. POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. NOT REQUIRED @ PLATE) P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT a °° a ° a " ' ° 2X8 P.T. BOTTOM PLATE ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. WALL HEADER DETAIL Q FRAMING DETAILS ABOVE ENTRY K`R SCALE: N.T.S. S4 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) SCALE: N.T.S. S4 0 0 _zo z� z J d I� Z N U Cl f _j LU •U ry 0 c U W ® _ m N •p,, �, C fh C�7 0 N ¢ p N �O N � •fin N Z Wiz FLU z oc a co w LU a Lu a Q�' 10zOLIL Zy M E6; N • C J .- U tip° •�� Q '� � -7 �N • P � ,,��RO E s sX "xNN�� �/0I111ttt4tlt`�\\� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residentlal 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com L z Z i �z o g O�U gz� t�7 `�` w j -. 6. 8�LL� z IY OU hu = J U) o Z o Ln Q HS N �.n 0 U191 LU QLL Z J ri W z Q z $ g N *k � Z z Im00 1­1O ,-i a _ cn Uj o SCALE : AS NOTED DATE : 3/29/2018 TECH: ]MUROSKI VERSION NO. 5ml SHEET NO. S4 SIMPSON HGAM11 wl (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (j 1 /4"x2 3/4" TITEN TO CMU SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS BACKNAIL w/ (2)16d NAILS SIMPSON H1 OA w/ (18) SIMPSON SP4 w/ 6 1 NAILING SCHEDULE FOR TOENAIL W/ (2)16d NAILS SIMPSON H10A w/ (18) () Od x 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 2"x4" 10d x 1 12" AT EA. 1 12" AT EA STUD SHEATHING DETAIL 10d x 1 12" AT EA. SEE STRUCTURAL NOTES (USE BACKNAIL w/ (2) 16d NAILS SIMPSON H10A w/ (18) OUTLOOKER OUTLOOKER SP6 FOR 2 6 WALL USE " @ 24" O.C. NAILING SCHEDULE FOR OU I LOOKER AND NAILING SCHEDULE 24" O.C. TOP CHORD SHEATHING DETAIL @ FOR SHEATHING DETAIL BLOCKING FOR FIRST FOUR ROWS OF 45° t 24" MAX. TOP CORD BLOCKING 45°t 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 CROSSBRACE 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) 1 Od AT LEAST 90% OF WEB @ 8'-0" O/C EXTEND AT LEAST 90% OF & (2)10d TOE NAILS @ 2x4 CROSS BRACE WEB LENGTH & NOTCH AT IMAX. EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d • SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d 11 FROM LEDGER TO 7/16" OSB SHEATHING & (2)10d TOE NAILS @ BLOCKING ATTACHED W/ 10d �• 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 1OdX3" @ 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 1 SHEATHING ATTACHEDDq 10d NAILS 6" O.C. INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD wl 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" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE ROWS OF TRUSSES FRO @ 48" O.C. MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED EA. END TYP. TOP & BOTTOM ATTACHED w/ (2 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)1 Odxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. 16d TOENAILS PLATE SPLICES W/ 3/16"x2" O PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 10dx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4)1/4"x21/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION 1 O.C. MAX) T MIN. 4" EMBEDMENT IN KO BLOCK GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. 55 SCALE: N.T.S. Srj TITEN ON OUTSIDE SIMPSON H1 OA w/ (18) BACKNAIL W/ (2)16d NAILS x SEE STRUCTURAL NOTES 10d x 1 12 AT EA. SP8 FOR 2x8 WALL) AND NAILING SCHEDULE OUTLOOKER 2x4 OUTLOOKER FOR SHEATHIN DETAIL @ 24" O/C 2x4 OUTLOOKER @ 24" TOP CORD 4" MAX. O.C. (OPTIONAL -SEE BLOCKING FOR ELEVATIONS) FIRST FOUR ROWS DOUBLE TOP PLATE OF TRUSSES @ 2x4 CROSS BRACE APPROX. 8" 2"x4" CROSS BRACE 24" MAX FROM RIDGE FASTENED AT APPROX. 8" FROM SHEATHING TYP. EACH JOINT W/ (2)1 Od & (2)1 Od 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/ 1Od 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 " 10dx3@ 4" 0/C BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" 1Odx3" @ 4" O/C SDS SCREWS TO TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12) 10d 2x4 LEDGER (MATCH BOTTOM NAILS AT EACH STUD DBL. TOP PLATE CHORD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. 55 10d x 1 12" AT EA. 2x4 OUTLOOKER -REFER TO DETAIL J ' N SEE STRUCTURAL OUTLOOKER @ 24" O/C ON SHEET S5 FOR X-BRACING, AND TOP " NOTES AND NAILING TOP CORD CHORD BLOCKING N SCHEDULE FOR BLOCKING FOR INFORMATION C0 °° SHEATHING DETAIL FIRST FOUR ROWS OF TRUSSES @ 1 1 1/ 2"x4" CROSS BRACE 24" MAX. EDGES OF WOOD TRUSSES 00 � 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 10d & 2 () 10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 TRUSS SPANS NAILS @ EA. END GABLE TRUSS ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING CDX PLYWOOD OR 7/16" AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS Wl (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF @ 48" 0/C FOR THE FIRST (4) ROWS OF (2) 16d NAILS OS OSB SHEATHING ATTACHED 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 O/C w/ (2)16d (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & JACK TRUSS TOENAILS @ EA. END NOTES: BOTTOM ATTACHED SEE PLAN FOR 11 ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 41 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/ 10dx3" @ 4" 0/C (2)12d TOENAILS IM 3) EACH 30d COMMON NAIL MAYBE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION EXT. WALL CONN. @ COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF "' NON — LOAD BEARING LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS 8 9 ADDITIONAL INFORMATION. it N MINIMUM 2x 3 CROSS BRACING LO (SEE PLAN FOR N LOCATIONS) (2)16d PER JOINT CEO i� CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL 00 Q 00 12 0 i 6.9 MAX. r E 2 121 SCALE: N.T.S. 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)1 Od PER JOINT 1Odx3" O/C a@ 2' TOENAIL 6" O/C RUN W/ (2)16d TYPICAL NAILS ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. 1 GABLE TRUSS g5 "L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 t . � � °e � ° • . � I . � n d II •. ° � _ ° JI • `° 4 � . • II n •. � U � ° - ° R ° a s °II . � � � •II . � ° a ' � �I a� 'a IIe n.a '-- CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERE WOOD TRUSSES S5 SCALE: N.T.S. �S'5 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP `MINIMUM (2)16d PER JOINT \- MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL rM SCALE: N.T.S. S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)10d WOOD TRUSSES TOE NAILS AT EACH END @ 124" O/C (TYP) 0 z w BRACING w/ (3)1 Od x 3" AT • EACH CONN. @ 24" 0/C SIMPSON HGAMI0KTAw/(4) MOISTURE BARRIER 1l4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4° BOND BEAM TITEN TO CMU ot-__ MASONRY WALL 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" 4 O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL(:S5 5 SCALE: N.T.S. 2x4'T' BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB -/ SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM 7 -4 BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE 7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 n r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. !!, ro Vol I III ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. NON —LOAD BEARING LOCATIO (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" - 3'-0" 3'-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 114"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4W SDS SCREWS TO PLATES (TYP.) GABLE TRUSS '—CONT. BEARING """ '" _- GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN E S5 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) 7' BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS a: /TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION C9 "' zo z z J a to c� 4-J W ` o •O W Of c/)ZD C) W EM _ o0 m ns U � o Q rn ,n R e a N �D o I. 2 U)Z 1~A- w W a of w � Z V a `IU °' M ErnLL FDSSG GGlii • •. : f N E '•. :77,J�G� OlN ••'' • • FL � /ell'YOFESSIO `E, \\ 111111tt11110\` 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 8th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com W� _< It UA V Z U mix2 W W 0R�� � a J �Z X 2 w LU O 'Cl v z H H. Ro 0Ln 'Q 5zi� o ' ^ y , N U_ 56 gj� Woe Z Q ZLn J rl W Q Z W � Z ZH t2 `` 9 4 N � m O � 00 Z W _Lu �z rn ,-i 10. cn o SCALE : AS NOTED DATE: 3/29/2018 TECH: ]MUROSKI VERSION NO. 5ol SHEET NO. S5 x �I a 00 (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE 1 OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS, 12 PRE ENGINEERED CWOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS O.C. MAX. SHINGLE ROOF SHINGLE ROOF FOR UNDERLAYMENT REQUIREMENTS SEE R905. INSULATIO 15/32" CDX PLYWOOD OR 7/16" BAFFLE O.S.B. (SEE ROOF NAILING INSULATION P SCHEDULE ON SHT SN1) CHART ON FLOOR PLAN ALUMINUM DRIP EDGE ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C SEE SOFFIT SHEET CEILING & 8" O/C WALLS I ATTACHED WALL SHEATHING TO 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS DOUBLE 2x S.P.F. TOP PLATE 1x2 NAILER PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL _ NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT 2K FOR MORE INFO W 16" O.C. 2X S.P.F. STUDS o = W/ (4)16d TOENAILS TO TOP PLATE 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2x BOT. PLATE W/ (2) 10d @ 6" O.C. METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d LU U_= LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 g R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALE S SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ETAL SEAT ER PLAN 0 OR FELT PAPER FOR MOISTURE BARRIER 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE ')(I' @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL E d•-e a 11�11� 11,15=11ra1�. Ir-11�11 IlI111' =1. H 1'iIL== • . 1*_1111.UII11.11 STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BILK. W/1#5 ROD CONT. FILLED SOLID W/GROUT FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M v 4"x4" INSPECTION PORT AT EACH FILL CELL TYPICAL w Cn C- AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 410 6" BELOW GRADE -INISH GRADE o0 oQ T i "' jjj STD. 90 -HOOK (3) # 5 REBAR ON 3" CHAIR 4" '-'f r$ (SEE DETAIL) W/3" MIN. CLEARANCE TYP 2-STORY WALL SECTION ,1 N SCALE:3/4"=V-0" S6 SIMPSON LSTA24 STRAP w/ (8)1 Od x 1 1/2" NAILS TO ter.,...,....„, ...,�..,,....,.. ,,.,.,_._�. ,._,,.. 2nd FLO BEAM/GI 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALLZ *SIMPSON LTP4 W/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL \ SIMPSON LSTA24 STRAP w/ (8) '10 x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1 ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS TEND SHEATHING TO )F BEAM OR GIRDER ITE W/ ' O.C. )OR TRUSS/JOIST �0 2"x BOT. PLATE W/ (2)10d @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. 'T' CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 2"x4" PANEL BLOCKING @ 48" O/C FOR THE FIRST 8'-0" OF END WALL FROM EA. END. (TYP.) TOP & E S6 BOTTOM CHORD ATTACHED W/ (2) 2ND FLOOR FRAMING - SEE 16d TOE NAILS SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS SEE FRAMING WEEP SCREED PLAN •° INSTALLED PER MANUF. 2"x4"CROSS BRACE @ 48" SIMPSON HETA20 W/ (8)10dxl 1/2" O/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1 2"x BOT. PLATE (2)10d @ 6" OX PRE-ENGINEE FLOOR TRUSEI FLOOR CONNECTION ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK 19 @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6)1/4" x 21/4" TITEN SCREWS TO MANSONRY f� WALL PER STRAP \ WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION. �-- B.U.C. (8)1 Od NAILS TO STUD PER STRAP SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL FLOOR TRUSS 0 SCALE:1 1/2"=V-0" S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ (1) ROW OF 2x BLOCKING @ MID GARAGE SIDE IF APPLICABLE HGT. FOR WALL HGT.:5 8'-6". (2) ROWS OF 2x BLOCKING @ 3rd 5/8"DIA. x 10" "J" BOLT W/ 8" PTS FOR WALL HGT. > 8'4" EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10) 10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH • '. d — — • .. d� . CD — :A • d A ... .. I IjjJ jJ� jJ (3) #5 CONT. ON 3" 8" Il 1'_8" 8" CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION rs SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. (2)- 2x TOP PLATE BEYOND I 15/32" OSB EXPOSURE 1 SHEATHING PROVIDE BLOCKING AS REQUIRED PER SECTION X-X IF NOT FULL HEIGHT SHEET G FLOOR SYST M 2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM IA►AI I rl rIIA'Irl^kr r%IA^r%Ab■ 15137 OSB EXPOSUREI F SHEATHING w SOLID 2x C BLOCKING @ ALL C SHEATHING N EDGES (SEE OPENING SECTION X-X W a0 x Erw 4C x E F- 2x STUDS w BEYOND. y SEE PLAN o C0 4 FT. Q 4 FT. 2 2 5 FT 4 FT. O O OI 5 FT. 4 FT. 0 O © 2 4 FT. 4 FT. Q O O 4 FT. ROOF NAILING ZONE DIAGRAM T�Z SFF boy. N 2x CRIPPLES @ —� 16" O.C. W/ (2)12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) ROOF NAILING SCHEDULE 0 NAILING ZONES (SHINGLE AND TILE) W ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD Z ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD C7 ? (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING LLL SHANK NAILS) NOTE: = ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD O (TILE) OR 7/16" OS8 MIN. (SHINGLES) SPAN RATED 24/16 w H o" T ¢ in SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH a of;0 F PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO i w f U. It STUD AND OR BLOCKING AT ALL EDGES. N W 0 O �± y U. A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSIONS FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8" 4t"WA41 ""S" = NAIL 3/8" PCING S1/2" S 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING Q NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/Bd COMMON NAIL @ NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL @ NAIL INT. AT 3" O.C. W/8d COMMON NAIL Q STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. W/8d COMMON NAIL @F SHEATHING SPLICES @ HEADER - NAIL SHEATHING TO HEADER W/ 8d COMMON NAILS @ 4" O.C. @ (2) 8d NAILS @ 3' O.C. TO EACH TRUSS END OR @ VERTICAL MEMBER IF GABLE END NOTE: • 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 21/2" • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7/16" DSB FLITCH PLATE TO W/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED C WALL SHEATHING INSTALL. "v1__ S6 & NAILING SCHED. SECTIONX-X 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 4 211x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN S4 • INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / NO SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL (2) ROWS OF 2x BLOCKING AT THIRD POINTS 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W 1.4xW 1.4 WWF OR FIBERMESH M -I1I_I I I_I I I_I I �' I_I I I -III I I .. • :. ;. 11111111111111111 .; ..:_ (3) # 5 REBAR ON 3" CHAIR 410 I III . -g I—i I W/3" MIN. CLEARANCE ALTERNATE FOOTING M S6 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS ISTUDS SIMPSON SIZE EA END EA END EA END EA END 1'-4' (1) 2 1 2 (1) LSTA30 4'4 (2) 3 (2) (2) (1) LSTA30 9'-16' (3) 3 (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 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. SIMPSON SP1 w/ (10) 10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. FINISH GRADE OP ;III,�II 4� @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. (D!9® Z o 93 2:c) d 13 U) z t^o Ut ' W cn 4--J w M •u _ 0 w � LU1 M r9 N N M ~1 as CC, = U O O N 1� o Ctf ¢or ono U-)�v Q d DD. NNC� a N o i C4cc IPI J Q NLLr—. w U)l W -•;� °" w �� a W U¢GA "?,wN We i :Z:z: � \ ,'"A S E \ !; 26 h L Off ` • 4r, ..� •p ice. 1' �%• , p NI NN 00 /yiill9tll To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within fhese 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 2001 Tampa, FL 33607 www.LennarTampa.com ° W za d°dz Z0 8 W O�Co o v8tx L a00"01 iz � � as az i W `' f 0 W U = J 0 z Ou ' I I � NQ U° co N a xi Z ^ Ixgi Z Ln J t--I u.i lJJ g Z8 8 a ,err �O � Z Z yrj 0° O 06 :5_ � f ,-a a cn s SCALE : AS NOTED DATE : 3/29/2018 TECH: JMUROSIIG VERSION NO. 5ml SHEET NO. S6 — — — -I ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). 1 3/4 x 11_ j VL 2x4 UNDER STRINGER - GLUED AND NAILED TO LANDING 0 STRINGER MUST MAKE FU CONTACT WITH LANDING 2x SYP CUT TO FIT BEARS IN WALL ---2x12 SYP BEARS IN WALL —2x6 SYP 2x4 CUT ON BEVEL DOES NOT BEAR IN D D WALL GLUED TO i 1 F 2x8 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 FACE OF 2ND RISER 314" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN J" AND J" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP B-� `- 2x4 SYP BLOCKING ` /2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ AT STRINGER CONTACT POINTS \ (14) 10d x 1 1/2" NAILS) SECTION VIEW "A" SCALE: 1" = 1'-0" 2x8 STRINGER MUST MAKE SYP FULL CONTACT WITH LANDING UNDER STRINGER GLUED AND-1 NAILED TO LANDING BLOCKING .�.---2x8 SYP . 2x4 PT NOTC Ff INTO STRINGERWs"7' 1■II FOR STRAP t-1x4 blocking SIMPSON MSTA21 w/ (16) 10d NAILS E FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD - PLAN VIEW SCALE: " =1'-0" E: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. *UI4 E 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 1/4" 9 AND 1/2" GAP TOP AND BOTTOM, GLUED AND ` NAILED TO STRINGER c 2x12 TREAD EHIM GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLU STRINGER CONTACT POINTS E 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS' \ �9 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14)10d x 1 1/2" NAILS) I 'lt2x8 SYP DRYWALL STOP MUST L NOT TOUCH STRINGERS 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING 4x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE: �, =1'-0" 2x4 CUT ON BEVEL DOES NOT BEAR IN WALL SECTIO 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEAR IN WALL — 2x6 SYP SECTION VIEW "Bit SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER ZX4 5YP BLUCKINU FOR STRAP 2x4 PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ AND NAILED TO FLOOR WITH GLUE (14) 10d x 1 1/2" NAILS) AT STRINGER CONTACT POINTS \ N VIEW "D" SECTION VIEW "Eli SCALE: 1" = 1'-0" FILLER STRIPS ADDED " PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING 2x SYP CUT TO FIT BEARS IN WALL 12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" 2x4 GLUED AND NAILED SECTION D-D 3/4 PLYWOOD ON DECK 2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE -AT STRINGER CONTACT POINTS V SCALE: 1" = 1'-0" SYP DRYWALL STOP MUST L2x8 NOT TOUCH STRINGERS GLUED AND NAILED TO STRINGER -� FOR DRYWALL SPACING E SECTION VIEW _ SCALE: �, = 1'-0" SCALE: 1" = 1'-0" NOTE: 2x8 DRYWALL STOP NOT SHOWN -2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS --2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 C ROVIDE MOISTURE PROTECTION LACH ALL COMPONENTS STAIR TO CONC. W/ 4" X TAPCONS @ MAX. 32" O.C. —ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/J" X NAILED TO STRINGER 2 J" TAPCONS @ MAX. 32" O.C. / SECTION VIEW licit SCALE: 1" = 1'-0" 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS ---2x4 BLOCKING FOR 2x12 -- 2x4 PT UNDER 2x12 TOP OF STRINGER CONN. TO BOTTOM NEWEL POST LET INTO r OF NEWEL POST PER CONTRACTOR THE BLOCK PROVIDE BLOCKING r 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. FLOOR GIRDER PROVIDE SOLID BLOCKING (GLUED AND NAILED) 2X4 CUT ON OR 1 j x 16" VL BELOW ALL NEWEL POST BEVEL GLUED FROM JOIST TO JOIST. USE AND NAILED TO 2 X 12 BLOCKS, GLUED AND FLOOR LVL NAILED TO JOIST. TRUSSES NEWEL POST SECTION VIEW "G" BLOCKING SCALE: 1" =1'-0" F SECTION VIEW SCALE: �" = 1'-0" SCALE: 1" = 1'-0" STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED JOINT -TO )ISTS) NAILED AND TOP PLATE VTO RIM BAND, ID NAILED TO WALL BELOW JOINT -TO )ISTS) H 2X STRING R 2X B OCKING PSON MTS 2 w/ 10d x 1 1/2" NAILS D OR 3 2X BLOC NG RIS VARIES ECTION VIEW "Hit SCALE: 1" = 1'-0" 0 v Z Q a for -9m (> cn ♦ w _u � Ow i� C) U W m o N M M U CC co rn Q n d U v Al I B D. " =Jl N N ZMZ z �� fA LL � � FLlme W Z" LLi a rn Z H ZVIE��g a� � a Ua W Na a \SE o ro P �•'i �� ���t� U` O ^� F LO F E S S\ O't \N��� N4111i1Itltl'\\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 8th 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 w� za 0 zO Oac Zalie o�LLo Q co z 14 _ U 0 z . r o Lii P N Ln a U- W z Z J W< ¢ WzU z N Im co z g LU �$ z rn r-1 0.. = U7 x 0 SCALE : AS NOTED DATE : 3/29/2018 TECH: JMUROSKI VERSION NO. 5ml SHEET NO. ST Y 0 M 1X4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 F1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL UNACCEPTABLE INSTALLTION DOOR JAMB (REFER TO SHT. SDW2-K1 P.T. _(_ TO SHT. SDW2-K1 TO SHT. SDW2-K1 FOR CONN. DETAILS MAX 8„ PROPER INSTALLATION ♦ DO NOT DO THIS ' 2"x BOT. PLATE W/ (2)10d @ 6" O.C. FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4 1 X 4 ` #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 1 X 4 3-1/4" LONG X 3/16"� FURRING TAPCONS, LONG FURRING 3/16"0 X 3-1/2" LONG FURRING #5 REBAR ` ' AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD 2( BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCONS STAGGERED STAGGERED @ 16" 2Xg (TYP,) BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO 1X8 P.T. STAGGERED @ 16 O.C. 2-ROWS INTO 1X8 41 PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL MASONRY THROUGH �� 3 DETAIL • 1. STD. 90^ ♦ D. 90 HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 1Old @ TRUSS VERT, WEB 3116" x 3 -1/2" METAL SEAT PLATE TAPCON @ 16" „ O.C. & 4 FROM 1 X4 P.T. „ 3/16 x 3 -1/2 DOOR JAMB (REFER 1 X 4 1/2 DRYWALL NOTE: T LAP SHEATHING TO DOOR JAMB (REFER EACH END W/ MIN DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR BOTTOM BAND TO SHT. SDW2-K1 2"EDGE DIST. TO SHT. SDW2-K1 CONN. DETAIL JOIST TYPICAL FOR CONN. DETAILS FOR CONN. DETAILS „ 10d @ 12 O.C. 1 X 4 � FURRINGSIMPSON _ — 2X8 P.T. WITH 3/16"01 X 3" LONG TAPCONS ' +2„ NOTC @ FIRST COURSE HGAMIOKTA 12" O.C. 1/2 w/ 4 1/4x1 GA SDS SCREWS 2X8 P.T. 2X8 2x P.T. AS or STAGGERED @ 16 O.C. ♦ INTO BAND JOIST & (4)1/4"x2 3/4" 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1 /4" DETAIL +5^ NOTCH WEB AT THE ' FIRST 2 COURSES ♦ TITEN INTO K.O. BLOCK LFILLED BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC CELL PER FOUNDATION PLAN 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 SECTION A -A UPLIFT CAPACITY W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. _ 1600 #FOR 2 STRAPS FILL 1st 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8" SOLID W/GROUT 1 PLY PRE-ENGINEERED TRUSS " 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS ° 1/2" DRYWALL * SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7)1/4"x21/4" TITEN = 2150 #) 2 x 8 45' DIAGONAL (4)10d NAILS 7INTHIS LEAVE A CUTOUT IN O.S.B. ON THE - BRACE(S) 2 x 8 BRACFJ INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 1/2" BUILT UP PLWD. BUCK ARCH PANEL CUT HR POLYEA 2 x 8 45 DIAGONAL BRACE AT EA. CONTACT ENGINEER I RECORD FOR FURTHER INSTRUCTIONS. e•" ' •� •. SCRIBE NOTCH ( ) BACKSIDE TO FIT ARCH (4)10dNAILSINTO 2x8 FACE OF ARCH W/ (3)10d NAILS AT EA. END RETROFIT TRUSS DETAIL OVERRAN 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 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4" MIN. OF BRACE A 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION DETAILS -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU TRUSS AS SHOWN FOR O.H. UP TO Z-6" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. START OF ARC IF TRUSSES USED) W/ (3) #6 X 4Y2" WOOD NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR RE O'D. 4 MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY X 0 (2)10d NAILS @ 8" O.C. �FRygN ARCH DETAIL J WALL USE (3)1/4" X 31/2" TAPCONS AT 16" TO TRUSS TOP CHORD SCALE: N.T.S. SS O.C. 12 Oly PLYWOOD SHEATHING + �FN 1'-0" 5'-0" JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + Af-fINI H L OQ 2 x 8 BUCK - CONNECT TO BLOCK SECTION BLOCKING AS + • WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED ° EMBEDMENT INTO ) PER NAILING SCHEDULE ALL TO SUPPORT • e /4" MAX 2'-0" 8" TRUSS + SOFFIT °. ► . p• p #5 BAR D BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON + + + p. 10" • • • b e ° CENTERED W/ g BLKG. & BUCK 2X6 TO 2X4 H2.5A w/ (10) 2X4 SYP . • p • . •a IN TOP o e 1 X 4 FURRING 8d NAILS EACH TRUSS KNOCKOUT/ iv_ _ p F. •• :; CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2 8 DIAG. BRACE BTWN,,, PROVIDE (2) MIN. PROVIDE 2x CONT. W/ � CONNECTOR °� � — b MONO FOOTING •, p x (3) ° SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SEE LINTEL AND SECTION DETAILS -I BRACE EXCEEDS 24 BUCK - (1) WITHIN 4 JACK TRUSS PROVIDED BY—/ SCHED. • LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 N FILL :. e. ° 2 x 8 VERT. BRACES INSIDE TO ALLOW FOR INSULATION () ARCH #2 SYP @ 24" O.C. ENTER SO IT DIRT 6 z TO BE INSTALLED 00, BUILT UP PLWD. BUCK- '-0"MAX SEE PLAN PRECAST LINTEL .e. ° STANDARD q SCRIBE NOTCH BACKSIDE 7/16" OSB ARCH PANEL (NOTCH) 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION p 90' HOOK cat #5 BAR IN TO FIT ARCH CONNECT W/ S TART OF ARC IF TRUSSES USED) W/ (2) #6 X 4%" WOOD FOR OVER HANG FILLED CELL `' `- ' ` ' 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") .: • . . ., • ., V _ • 1, INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE (2)1/4" X 31/2" TAPCONS AT 16" ° '� `• �'� `• `� '• �'' ' �'� °• THRU OSB INTO 2 x 8 O.C. ANCHOR INTO ARCH BLKG. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS ARCH DETAIL K B-B SECTION @ ENTRY L SECTION @ ROOF EXTENSIONrM REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" =1'-0" SS SCALE: 3/4" =1'-0" SS SECTION DETAILS SCALE: 3/4" = V-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR SIMPSON HTT4 w/ (18)10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS PER ANCHOR 9 ga. PANEL j OCCURS TOP WITH MIN. 3" EPDXIED w/ SIMPSON "SET' IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER � " 6 � EPDXY MIN. 6" EMBEDMENT & ` O � SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER -0 F'F' . 3"MIN. EDGE DISTANCE g FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP v NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE °. THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL o n nA w a A REINFORCING AS FOLLOWS: a 1 * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT o e — p g * PRESS PANEL REINFORCING INTO PLACE. " v z #5x6' EMBEDDED INTO 6 MIN. LAP SPLICE W/ p p , g EXISTING FOOTING (2) #5x6 IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL co in FILLED CELL SMOOTH. DO NO FURROW. a p :° N DRILL 3/4"x5"MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT �¢ GRADE p. p SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6MIN. LAP " p . �L °' �� O G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE ° fV p 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 TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT , °' \tea 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ p (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: 314"1-0 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. 0 V z� Al z J a v) 0 (a) u, 4-J w ca o .O w � C)m M r- w �pd�C, M 125 C _ C)IZ C 008 =o ¢ CM a; 0 Al 1 B D. N C.B.D.0 i�Jl ca in Z NIM-C� CA o Nf :q a LL42 Z W W a � a °n ❑❑ '���I W `,`Ny��1� O U CEO �- '•. O /'�`��/ 0-,y 0 F E S S 10 ``\\�\\N�� �4011111111 �1 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 potions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com W a pp 0 ZZU �Wz 8 L : Z DC a O v_ W J Z �o o Ln ¢ � N Ll) C) w LA.- w Z ,•� LU Z z �S Z Im O 00 g W = W Uj ,-1 a cn o SCALE : AS NOTED DATE : 3/29/2018 TECH: JMUROSKI VERSION NO. 5ml SHEET NO. SS CROSS BRACING DETAIL (TYP.) 1 SCALE: NTS TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER 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-7 COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS MAX & EACH END ALTERNATE A DIRECTION TYP. c h v 00 i T3 LO z v to I -----L WOOD TRUSS J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE OL 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: 3/4" = V-0" DIAGONAL - AT 8'-0" MAX 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 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. �A TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER APUSSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 1Od TOP & BOTTOM OR SIMPSON H2.5A w/ (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 .k . 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"0.C. MAX. w/ (3) 1 Od COMMON TOENAILS TO TIE BEAM 2X4 CONT. AT-/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING SCALE: NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT VARIES IT 2X4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d TOENAILS TO TOP PLATE & (2) 12d END - NAILS TO TRUSS BOTTOM CHORD 3 ROOF SHEATHING ATTACHED PER i NAILING SCHEDULE COMMON TRUSSES. SEE TRUSS PLAN MIN. (2) 2x4 FOR CONNECTION SPF TOP INFORMATION. PLATE VARIES SEE PLAN FOR WALL LOCATION MIN. 2X4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO dk SEE PLAN FOR PLATE BELOW TOP OF WALL ; MIN. 2X4 #2 SYP P.T. PLATE W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE p 16" O.C. MAX. INFO. 4 SECTION @ ENTRY 8 SCALE: 3/4" = V-0" SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( SCALE: NTS iIMPSON HUC410 w/ 6d INTO HEADER & Od INTO BEAM - SEE 1OOF PLAN FOR MOI NFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON SCHEDULE/PLANM OPTION B CONNECTION INFO OPTION C (2) 2x8 #2 SYP wj O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 1Od 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) 1 Od NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 1 Od x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH BEAM @ RAISED ENTRY MASONRY WALL - 4 SCALE. 1/2 - 1 -0" SEE PLAN FOR CANT. 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 � A SEE PLAN FOR I SEE PLAN FOR CANT. IF INDICATED SCALE: 3/4"= V-0" SIMPSON MTS18 w/ (14) 1Od NAILS TYP. U.N.O. CORNER SEE FOUNDATION PLAN FOR MORE INFO 5" 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) 1Od 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 SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. 1 GABLE TRUSS 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM BM. SPLICE OVER CENTER OF POST MIDDLE SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. • MASONRY WALL BELOW: SIMPSON 4.. HETA16 w/ (9) 1Od x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM . BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN a,. (24) 1Od x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS a COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE 12 SCALE: 3/4" = V-0" 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 EXTERIOR SHEATHING ATTACHED PER NAILING WEE SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL aC� ENTRY FRONT WALL SCALE. 1/2"= 1 -0 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)1Od PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION SIMPSON LUS26 w/ (8)1Od NAILS OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8)16d NAILS TO v 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 41/2" LAG SCREWS ATTACH (IF PARALLEL SEE 202 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: NTS LOW ROOF/WALL� SHEATHING ATTACHED PER NAILING SCHEDULE 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 1Od NAILS AT BASE & SIMPSON SP2 w/ (12) 1 Od NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 1 Od x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING l�l LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE: 3/4"=1'-O" DETAILS &SECTIONS C' zM z10 a c/) C9 •V - p LU v m N W p„� M C 0 M LO frl oo _ C) O ,` 'i o ¢ a r; 0 �8.0 N �O --N � h N Z u- z U) W LU_dgLL a ,Z p . � a m Zv y � E04 rn S N � lil N a P1 1jL � 0 U Wwan" ❑❑ <"' N \e .•••' NS E .,.• Lb FESS10�T 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 N NAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com w za a. �Z o gO�00 2 2 L �W d � J o.pao oW�W{�o U U m Z �1 Q O g ct a F'- z cLLJ U U) a w 9 Cn J_ �o Q o L.n ¢ 196 Ln LU 20 0 a: 1 N r� N LU W Z�f z ALL J �Ln•I LLJ Q gz�8 `� o ,-•� ko z z U1 98 co 0 00 g = rn rn 1-+ a (n o SCALE: AS NOTED DATE : 3/29/2018 TECH: JMUROSIQ VERSION NO. 5ol SHEET NO. D1 IR (1) SIMPSON LSTA30 w/ (22) 12d GABLE END FLOOR SEE SS FOR RETROFIT 10d NAILS BENT OVER TOP SIMPSON SP4 w/ 6 1 () Od x 1 1/2" TO TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED TRUSS. SEE PLAN FOR FACE OF HEADER/STUDS FOR 2x8 WALL ) @ 24" O.C. N NJ EXT. SHEATHING MASONRY WALL A BELOW AND ALT. O CONNECTION. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE FL SH W/ TOP Y BLOCKING INFO O SEE PLAN FOR CONN. W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN SEE FOR BLOCKING 2 & 8d NAILS T/B FLANGE / 1. APPLY SUB (3) 2x # SPF (2) 10d TOENAILS AT EA. INTERIOR HEADER DETAILS FLOOR + STUDS w/ 10d @ (2) - 2x SPF TOP PLATE END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2x STUDS © ADHESIVE TO 8 O.C. EACH SIDE " OPENING WIDTH 4 FEET. EXTERIOR HEADERS • 2x4 CONTACT U.N.O. ON PLAN IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. �° SURFACE q 2x4 #2 BLOCKING O THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x FLOOR SYSTEM SEE PLAN NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST B 2x4 SIDE BRACE AT 48" O.C. EXCEEDING 6 FEET. A SIMPSON LS30 w/ (6) 10d SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" CLIP EACH SIDE OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON x 1 1/2" CLIP IS TO BE MIN (3) 2x #2 SPF STUDSEND OF CORRECT BLOCKING 12d EA. END INSTALLED AT EA. END 1 1 G.C. VERIFY INTERIOR REQUIREMENTS w/ (3) TO HORIZ. FLOOR DECK HEADER SEE Q/S4 FOR REQ'D JAMB INF 1/2" GYP. BOARD OR BLOCKING TYPICAL BLOCK WALL 2x CRIPPLE AT EA. SIMPSON LSTA30 w/ (11) 10d (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d EXTERIOR STRUCTURAL 1-1/8" RIM BOARD END OF OPENING TO STUDS ABOVE PLATE NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED SHEATHING (MIN. 7/16") FLOOR TRUSS/ NAILED TO STUD ON FLOOR SYSTEM TO MASONRY WALL VERIFY W/ PLAN 8d NAILS @ 3O.C. O.0 JOIST SEE PLAN (2) SIMPSON MSTAM36 w/ i-JOIST SEE PLAN PACK w/10d NAILS FLOOR DECK BELOW. IF WOOD WALL IS BELOW USE (2) SIMPSON MSTA36 STRAPS w/ (26) 10d WALL SHEATHING (2) 12d TOE NAILS TOP 7 10d NAILS & (4) 1/4"x2 () TIE BEAM @ 8"o,c. FLOOR TRUSS/ I -JOIST SEE PLAN NAILS (G.C. TO INSURE SOLID BLOCKING TO RIM BOARD & BOTT. CHORD 1/4" TITENS SIMPSON LSTA30 FROM WIN4A W IS INSTALLED). SCALE: 1 1/2" = V-0" AJS BLOCKING PANEL @ 24" JAMB TO FLOOR TRUSS/ SOLID O.C. (MAX) AND @ EACH PROVIDE BLOCKING BLOCKING BELOW. SCALE:3/4" 1'- 0" SEE SS FOR RETROFIT GABLE END RIM JOIST END OF WALL UNDER BELOW JAMBS SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 SEE R/S6 FOR CONNECTION INFO TO CORNERS FOLLOWED IF DOWN SET OR BOX HEADER IS USED SECTION CORNER CAN NOT BE INSTALLED MASONRY WALL EACH SIDEE NAILS OTHERWISE DETAIL CAN BE IGNORED FRAMING ATTACHMENT BLOCKING DETAIL 2 GIRDER/COL. CONN. @ 2nd FLOOR 3 HEADER CONN. @ 2nd FLOOR 4 SCALE: 1/2" = V-0" AS NOTED SCALE: 3/4" = V-0" SCALE: 1/2" = V-0" SEE Q/S4 FOR JAMB STUD SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR O SIMPSON SP2 w/ (12) 10d NAILS SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION (2) 2x8 OR (2) 2x6 TOP 2x6 WALL, USE SP8 FOR 2x8 WALL )@ 24" O.C. REQ'D TYP SIMPSON LSTA24 w/(18)10d NAILS O CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SEE INFO BELOW ON CONNECTION PLATE SEE PLAN o°o o, o°o OF CRIPPLES IF LONGER THAN 8" P. 2 - 2 x 4 SPF O SIMPSON CS16 w/ MIN. 12" END SIMPSON SP4 w/ (6) 10d x 1 1I2" (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. SEE PLAN FOR CONN. TALL. (CONTRACTOR MAY USE RTT 2x HEADER TO SIT A TOP PLATES LENGTH ON STUDS W/ (11) 10d (1) SIMPSON LSTA30 w/ (22) 10 CLIPS) NAIL BACK LEG OF CIPPLE TO (2) NAILS TO STUDS ABOVE & (11) 10d NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE HEADER w/ (2) 12 TONEAILS FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE NAILS TO STUDS BELOW. THEN DOWN THE FACE OF 2 x 4 #2 SPF STUDS C AT 16" O.C. U.N.O. OD SIMPSON SP1 w/ (10) 10d NAILS HEADER/ STUDS (2) 2x HEADER SEE PLAN HEADER FLUSH TO OUTSIDE 2x6 / 2x8 WALL BEYOND SEE FLOOR PLAN FOR HEADER o INTERIOR HEADER NAILING AREA (TYP.) G (2) 2x HEADER SEE PLAN E 5/8" A.B. @ 24" O.C. AND 6" FROM MIN ( #2 SPF STUDS 2@ 3) x (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS SEE PLAN FOR COL. SIZE (2) SIMPSON MSTA36 STRAPS w/ CONNECTION EACH END W/ 7" EMBEDMENT. IF END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12d TOENAILS. (26) 10d NAILS DOUBLE 2x6 2x8 TOP SEE STANDARD HEADER AT STEP DOWN LOCATION, MIN 7" REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x PLATE SEE PLAN LA CONNECTION DETAILS FOR MORE INFORMATION 2 x SPF EMBEDMENT PAST STEP. SILL PLATE w/ SIMPSON LS30 w/ (6) FLOOR SYSTEM OR 12d NAILS A46" BASE PLATE 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE 2-STY. FRAMING O.C. TYP T SIMPSON SP6 w/ (6) 10d x C B B C PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF (2) 2 x #2 1 1/2" (USE SP8 FOR 2x8 H FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 SILL (MAX. OPENING WIDTH 4 FEET). BAND JOIST & BLKG. SYP U.N.O. WALL) @ 24" O.C. KNEEWALL OR BEAM WALL) AT EACH STUD AT HEADER / IF OPENING IS GREATER THAN 4, OR LVL GIRDER JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF STUDS ARE w/IN WALL SYSTEM A.B. TO 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, (BLOCK SOLID) TOP PLATES BE SPACED WAN 6" FROM OPENINGS OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS TO BE INSTALLED AT EACH END. SEE PLAN FOR 2 x CONT. T AND MULTIPLE STUD PACKS PACK W/ 10d NAILS @ 8"O.C. COL. SIZE 2 x 4 #2 SPF STUDS B 2 x # O INTERIOR HEADER TYPICAL BLOCK WALL PLYWOOD ATTACHED PER NAILING SCHEDULE SIMPSON H w/ (18) O.C. U.N.O. 2 2x HEADER G () (1) 2x SILL PLATE W/ (2) 12dTOENAILS. 16d NAILS 16d NAILS & 5/8" 5/8 BOX HEADER SEE PLAN EXTERIOR HEADERS FLOOR TRUSS/ I -JOIST SEE PLAN ANCHOR BOLT w/ (2) 2x TOP PLATE E F Np F F D (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE SIMPSON MSTAM36 W/ (7) 10d NAILS & (4) 1/4"x2 1/4" TIE BEAM MIN. 6" EMBEDMENT (2) SIMPSON LSTA12 w/ (10) 10dOV NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. wl BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE TAPCONS PROVIDE BLOCKING OVER TOP PLATE SIMPSON S2 w/ 12 P( ) 10d NAILS AT SEE FOUND. PLAN FOR FTG. REQ. H STUDS UNDER 2nd FLOOR HEADER ARE O BELOW JAMBS ° TOP AND SIMPSON SP1 w/ (10) 10d NAILS AT BASE NOT REQ'D TO HAVE CONNECTIONS. • ° • ' *PROVIDE (2) CRIPPLES BELOW ATTACH STUDS w/ (3) 12d TOENAILS T&B SEE FOUNDATION PLAN TO ANY GIRDER TRUSS IN THIS 2 ST. I NT. BEARING WALL FOR FTG. REQ. 2x CRIPPLES TO SITUATION. CONNECT G.T. TO PROVIDE EXTERIOR SHEATHING MATCH JACK STUDS w/ (2) SIMPSON HTS20 w/ AND EXTERIOR ATTACHED PER NAILING SCHEDULE FOR EXTERIOR 2 STORY WALLS ONLY. HEADER CONN. aC� 2nd FLOOR STUDS BELOW (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO 5 SHEATHING CAN STOP ONCE UNDER s 2 STORYK_77 COL. @ GIRDER E R HEADER (IF CRIPPLES ARE LESS THAN 8 SCALE: 1/2" = V-0" LOWER ROOF. SYSTEM 42 SCALE: 1/2" = V-0" LONG NO STRAPS ARE REQ'D) SCALE: 1/2" = 1'-0" . o°.o . �°.o • ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x4 STUDS MIN (3) 2x #2 SPF STUDS @ END OF HEADER OTHERWISE DETAIL CAN BE IGNORED 10d NAILS BENT OVERTOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PER PLAN SEE Q/S4 FOR REQ'D JAMB INFO PLATE THEN DOWN THE SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. FACE OF HEADER/STUDS (2) 2x HEADER SEE PLAN DOUBLE 2x4 *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x CRIPPLES @ 16" O.C. TOP PLATE ATTACHED w/ (2)16d TOENAILS AT EACH END NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. W/ (2) 12d TOENAILS T/B THEN DOWN THE FACE OF INTERIOR HEADER 2 WS 10d @ (2) 2x SILL PLATE HEADER/ STUDS (2) 2X SPF TOP PLATE MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. "0/ 3F�-T 4z 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN @END OF HEADER. SEE EXTERIOR HEADERS 2x SILL PLATE W/ 12d TOENAILS. 2 F k4 2x STUDS @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER Q/S4 FOR REQ'D JAMB (1) (2) OPENING LARGER THAN 4 ft (2) 2x 48"M�� O,o TOP SPLICE (1) 2x SILL PLATE W/ (2) 12dTOENAILS. INFO. (2) 10d TOENAILS AT EACH EXTERIOR HEADERS SILL PLATE w/ SIMPSON LS30 w/ (6) , END OF SILL (MAX. OPENING WIDTH 4 FEET). IF OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING 2x CRIPPLE AT EACH END OF OPENING NAILED TO STUD 10d x 1 1/211 EACH SIDE ALT. HEADER ANCHOR IS GREATER THAN 4 FEET LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON 8 LS30 w/ (6) 10d x 1 1/2" EACH SIDE PACK W/ 10d NAILS (2) 10d TOENAILS AT EACH END OF BUT NOT EXCEEDING 6 FEET, QSILL (MAX. OPENING WIDTH 4 FEET). ' SCALE: N.T.S. A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, PROVIDE 2x4 ON 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR FEET BUT NOT EXCEEDING 6 FEET, TOP OF 2x8 TO • EACH END REQ'D JAMB INFO A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS BLOCK OUT TOP 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS SIMPSON (2) MSTAM36 w/ (7) & (4) 1/4"x2 1/4" TO BE INSTALLED AT EACH END. PLATE ATTACH END OF OPENING CENTERED TAPCONS W/ (2) 10d NAILS NAILED TO STUD PACK t FLOOR DECK FLOOR DECK @ 3" O.C. 2x4 BEYOND DOUBLE W/ 10d NAILS @ 8"o.c. AGAINST 2x8 2x8 TOP FLOOR TRUSS/ I -JOIST SEE PLAN PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN STUDS PLATE SEE PLAN FOR BEAM SIZE &CONNECTIONS BELOW JAMBS TIE BEAM 2X CONT. RIBBON 2x8 STUDS PER PLAN 2x4 W/ 2 ROWS NOTE: OF 10d NAILS PLATE LENGTHS MUST BE @ 3" O.C. HEADER CONN. @ 2nd FLOOR HEADER CONN. aC� 2nd ATLEAST 4-0 LONG. TYPICAL W/ HIGH BM FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL 9 10 11 SCALE: 1/2" = V-0" SYSTEM 42 SCALE: 1/2" = V-0" SCALE: 3/4" = 1'-0" Z M z z J a U) z V) (D � w 0 W cN \Z C tJJ ® CO,C)mo N N M f ) cc :2N _ C) LL00 c ¢ a, � o Lo li Q Al I B D. B.D`c iUl' MLU U) fn l.L O rn in3oi-s G a 42 NN.w YI LL Z v A_ Q OVEN Oi FD G.CO P'r NSE •. �� o ���,... '•. '••., FL ,.••' 'OFESSti0; 1i�/l1111{{ll � To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings compty with the 2017 Florida Building Code - Residential Bth Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LEN NAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com ZQ a tj LU Cl) > Q 0 F— �; Uj W o 0 _ W J W J w � O ' ^ Y/ ¢ W i g S N un C, LU o W� N Z J •-� i;i Z r-1 LLJ Z Z �a �-2 l0 co00 � Z � tz ILL! q i O ,--+ a cn o SCALE : AS NOTED DATE : 3/29/2018 TECH: )MUROSIQ VERSION NO. 5ol SHEET NO. D2 FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE WEATHER RESISITIVE BARRIER WOOD FRAME CONSTR. TAPE EXTERIOR SELF -ADHERED FLASHIN 3 SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP rA88ENBLED NANODW ) WALL BY 6 IN. s WEATHER RESISITIVE 2 BARRIER SEAL TOPS OF JOISTS - UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weather resistive 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 �I 4 co of m_ 8 2 WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-l" 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 RIM JOIST E0 EXTERIOR SHEATHING EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. INSTALL SELF -ADHERED ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THRESHOLD OF DOOR AND RETURN FLASHING, SEE UP JAMB 6". USE LIQUID NAIL BRAND I SEE DETD WINDOW OR EQUAL WEATHER PROOF CAULKING PROW 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 SELF -ADHERED FLASHING E kM Q SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHER u SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD 8 z SELF -ADHERED FLASHING PATCH iHERED FLASHING 1 2 4 5 WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH O SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS % ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED / FLASHING SELF -ADHERED FLASHING rew a 0 SELF -ADHERED FLASHING INSIDE CORNER Ground SELF -ADHERED FLASHING ■ SELF -ADHERED FLASHING ■ • FOUNDATION WEEP SCREED DECK JOIST ' OUTSIDE CORNER , • SCORED RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) 1 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 asO# in each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary Cement Plaster in accordance with ASTMC926 over wood 2nd floor I� Cement Plaster over block 1 st floor - 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL NOT USED ■ NOT USED ■ 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 comer will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all C9 Z c Z Z a t./) C9 Cl 4W-' w � o .0 L.L V) �rara � U WRIM M mo M U "C0 LS XQ o e DT, N N v� N 00 6 Z Ili, =' � a U) Z 1114111 v� -. o N rn o � oo LLZ °n W o o VAM FDSENG.COM L-I Ii N To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 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 UJ �a~ gaIU N J <® r ; a LU 0 G GC N3 = _ pa gI O J 8 o Ln LU Q S2o� .. Q N Ln NLuce t� Z w rl W ZLLJ Z Z m d- Z t_U LU S ° 06 gLn o SCALE : AS NOTED DATE : 3/29/2018 TECH: JMUROSKI VERSION NO. 5ol SHEET NO. W P a e March 20, 2018 Re: Wood Construction Connector Com pliance for 2015 International Codes 3 2D17 Florida Codes To Whom It May Concern: Section 2303.5 of the 2015 International Building Code OBC) and 2017 Florida Building Code (FBC) specifies that joist hangers shall be tested per ASTM D7147 Testing and Establishing loads of Joist Hangers. Previous versions of the IBC and F13C required testing to comply with ASTM 01781 Test Method Rr Mechanical Fasteners in Wood. Both methods determine a connector's allowable bad as the lowest of the following: 1. Lowest ultimate of three tests (or average of 8) with a safety factor of 3 2. Average load at 1/8-inch deflection 3. Calculations per American Wood Council National Design Specification for Wood Construction (NDS) The primary changes in ASTM D7147 are requirements to measure properties of the tested materials, such as steel strength, fastener strength, and wood specific gravity. The tested ultimate loads must be adjusted when tasted material properties exceed the specified properties. ICC Evaluation Services (ICC-ES) revised AC13 Acceptance Criteria Rr Joist Hangers and Sinr/ar Devicas in October 2016 to incorporate a methodology to evaluate products to the 2015 I -Codes, Simpson Strong -Tie is working on re-evaluating wood construction connector bads to the new standard to update our product evaluation reports to the 2015 I -Codes. As soon as the updated evaluation reports are completed, we will apply for Florida Product Approvals. However, reevaluating a large number of products will take time. While manufacturers work with product certification agencies to update their wood connector evaluation reports, we recommend that building departments under the 2015 I -Codes and 2017 Florida Codes continue to accept code reports showing compliance to the 2012 and 2014 editions, respectively, until July 2018. The information in this letter is valid until 6/30/2018 when it will be re-evaluated by Simpson Strong -Tie. Please visit www.stronatie.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 800.999.5009. Sincerely, SIMPSON STRONG -TIE COMPANY INC. Keith Cullum, P.E., LEED AP dwfBDW Engineer, Southeast U.S. Branch Page I of 1 Simpson Strong Tie Company Inc. 2221 Comity Lana McKinney, TX 75069 Phons: e72.542A326 Fez 972.542.4139 wrrw.abonatiesom •6•-s N .I-- _ � f N U a/.e�� 0 C � � cu ch O = 0 •L O � q O ICU O � s4.- CU . C E _ C '�I^/� .- U) Q Z O L U O ♦� f^ V O L U O L V/ m L� W ¢ W z J z J a. SHEET PA 100 NO. A3 FL17244.1 ESR-3455 A23 FL70448.2 ESR-2808 HD2t0-2 FL17232.3 ESR-3445 HU210.2 FL10858.4 ESR-2548 HD212-2 FL17232.3 ESR-3446 HU212-2 FL10858.4 ESR-2548 HD218 FL17232.3 ESR-3445 HU216 FL10858.5 ESR-2549 HD218.3 FL17232.3 ESR-3446 HU218.3 FL70868.1 ESR-2549 HD28 FL17232.2 ESR-3445 HU28 FL10858.3 ESR-2549 HD28-2 FL17232.3 ESR-3445 HU28-2 FL10858.4 ESR-2549 HD410 FL17232.4 ESR-3445 HU410 FL10858.9 ESR-2549 HD412 FL17232.4 ESR-3445 HU412 FL10858.9 ESR-2549 HD810 FL17232.4 ESR-3445 HU810 FLt0858.10 ESR-2549 HD0410 FL17241.7 ESR-3444 HUC4410 FL11488.11 SIM200804 HGA70 FL17898.1 Evaluation Report HGAIOKT FL11470.4 SIM200803 HGAM10 FL17699.1 Evaluation Report HGAMIOKT FL11470.4 SIM200803 HHCP2 FL17238.7 ESR-3448 HCP2 FL10447.2 ESR-2551 HTA18 FL17680.4 Evaluation Report HETA18 FL11473.5 SIM200802 HTA20.18 FL17880.4 Evaluation Report HETA20 FL11473.5 SIM200802 HTT18 FL17324.2 Evaluation Report HTT16 FL11498.1 ES-0130 HTT45 FL17324.2 Evaluation Report HTT22 FL11498.1 ES-0130 HTW18 FL17244.8 ESR-3455 HTS18 FL10458.22 ESR-2813 HTW20 FL17244.8 ESR-3455 HTS20 FL10458.23 ESR-2813 HTW24 FL17244.8 ESR-3455 HTS24 FL10458.24 ESR-2813 HTW30 FL17244.8 ESR-345S HTS30 FL10458.28 ESR-2813 HTWM18 FL8223.2 Evaluation Report HTSM18 FLt 1473.11 SIM200802 HTWM20 FL8223.2 Evaluation Report HTSM20 FLt 1473.11 SIM200802 HUGT2 F1.8223.3 Evaluation Report HGT2 FL10458.18 ESR-2813 HUGT3 FL8223.3 Evalua PRODUCT APPROVAL SPECIFICATION SHEET (2018) March 28, 2018 As required by Florida Statute 553.842 and Florida Administrable Code 9&72, please provide the information and approval numbers on the building components listed below M they will be utilized an die construction project for which you are applying for a building permit. We recommend you canted your local product supplier should you not know the product approval number for any of the applicable Gated products. Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures 1. EXTERIOR DOORS A. SWINGING ThermaTru Farber -Classic and Smooth -Star (NON -IMPACT) FL20481.1 +87.0/-87.0 psf ThertnaTru Farber -Classic and Smooth -Star (NON -IMPACT) FL20481.8 +87.0/-87.0 psf ThermaTru Farber -Classic and Smooth -Star (NON -IMPACT) FL2pggl.g +87.0/-87.0 psf ThermaTru Farber -Classic and Smooth -Star (NON -IMPACT) FL2pgg1.lq +87.0/-87.0 psf ThermaTru ClassiuCrafl and Benchmark FL15225.1 +87.0/-87.0 psf ThermaTru Smooth -Star and Benchmark FL15225.5 +87.0/-87.0 psf ThermaTru FiberClassic, Smoodtster, ClassicCreR, Rustic FL7840.1 +87.0/-87.0 psf B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf PGT Series 5570 FL251.10 C. SECTIONAL Clopay Building Products Residential WirdCode Doors WS (BX7) FL15279.37 +30.0/-32.0 psf Clopay Building Products Residential WirdCode Doors W5 (18X7) FL15279.53 +30.0/30.0 psf Clopay Building Products Residential WindCode Doors W8 (8X7) FL15278.85 +38.0/-42.0 psf Clopay Building Products Residential WIMCode Doors WB (18X7) FL75279.102 +37.01-41.0 psf D. METAL LOUVERED DRS Curies Division of AADG, Inc H07,707,727,747,and t347 Single &Pain of Doors FL11537.1 WA (sae inst sht) 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.0/-55.0 psf PGT Series 5500 FL239.7 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.0/-50.0 psf C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.0l-40.0 psf PGT Series 5520 FL243.9 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A PGT Series 5500 FL281.1 N/A E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Skiing FL13192.1 - FL13192.2 N/A B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0%70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A B. UNDERLAYMENTS Tamko 151b Felt Underlaymem FL12328.8 N/A C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. 06 Ridge Vents FL16918.1 - FL18918.4 N/A Florida Metal Products, Inc Vent RV10 FL215tX1.3 N/A Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A E. ROOFING TILES Borel Tile Villa 900 FL7849.27 - FL7849.28 N/A Boral Tile Saxony 900 FL7849.18 - FL784920 N/A F. METAL ROOF Gulf Coast Supply a Manufacturing, LLC 0.032"Aluminum GulfLolc 18" wide roof panel FL11851.2 R3 N/A 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15078.1 - FL15078.2 N/A All American Shutter 8 Glass Galvanized Steel Storm Panels FL17t189.1 N/A S. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Posies FL1998.1 - FL1999.4 NIA MTek Industries, Inc. Truss Plates FL2197.1 - FL2797.5 N/A C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL8527.1 - FL8527.5 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 d inspection of these products, the fallowing information must be available to the inspector on the jobsile; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to campy with, 3) copy of the applicable manufacturer installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. 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GuIIPBR Mn 26 oGa.ver 15= Rod Panel over tx4 Wood ONt22024 Yea Yea N/A -NIA/ oar Plywood -N/A1 SF � Revision 2017 Weyeebrlaer Rao aalOwa ICC Ehea akorn Service. LLC vios, LLC RMMYn, PE 08r172017 OaMOM17 OigJQ017 ApproMd RavMon 2017 WaywbaMwer Rob Bekbdn IOC EvakrMM 8er1Ms, LI.0 JsrrwA RoemWA PE Oe/02017 OaM02M7 07a02017 Approved Revision 2077 Gulf Coact Supply d Manufacturing. LLC. Ent Dowd Daniel S. Kuhn Lanka Bowden P,E. tOH T/2017 tO1102017 f0/172017 12M22017 Approved Wn26Purflne uNPS oveuot;r 19 18 G.. GUMPBR Mn 28 Ga. OulfPBR via 15/J28puct; Plywood ON722024 Yes Yea N/A N/A/ -154.7PSF O glaaotr Sbwaa CourMorMb MM 92444M (MM) 8WI544 R*wLOAMNMrwyedw cougery: Solid" Cr MPWAros R83) 0244476 (S00) 83L1344 saeceLMwa. F .' spas Lumber Rsbwub* *QWSYMM Cd gory: RoaRog (352) 49M778 PE75519 (334) 300-18ed SuWCatsgory: Mdel Roceug mfodigtrffoceslwpply.eom 20 26 Ga. GuNPBR Mn 26 Ga. 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