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HomeMy WebLinkAbout3019 Moulder Hollow DrINDEX OF DRAWINGS �'� A6 SHEET DESCRIPTION SHEET No. ALk I covr�Sh�«cOMPIY ��/ NA716 `�IOA SUILr, i�I W/h.l PREY �AN� ��«', CODE' �Ll NG Nle, H1ClS CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS A oF1 9 I Y FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 ROOF FRAMING PLAN 8 LINTEL DETAILS SN STRUCTURAL NOTES ABBREVIATIONS SN1 DETAILS AB or A.B. Anchor Bolt FIX or FXD Fixed RA or R/A or R.A. Return Air S3 DETAILS S4 DETAILS ABV or Abv. Above FLR or Fir. Floor RAG or Rag. Return Air Grill AC or A/C ADJ or ADJ. Air -Conditioner Adjustable FLR SYS or Fir Sys Floor System FOM or F.O.M. Face Of Masonry RAD or Red. Radius REC or Rec. Recessed S5 DETAILS AFF or A.F.F. AHU or A.H.U. Above Finished Floor Air Handler Unit FP or F.P. Fireplace FIR DR French Door RECEPT Receptacle REF or Ref. Refrigerator SS RETROFIT DETAILS D1 SECTIONS & DETAILS ALTorALT. Alternate FRT Front REINF Reinforcing BC BF Base Cabinet Bifold Door FT or Ft Footl Feet FTG or Ftg. Footing REQD or Req'd. Required RM or Rm. Room WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS BK SH or Bk Sh BookShelf GALV or Galy. Galvanized RND or Rnd. Round BILK or BLK. BLW or BLW. Block Below GC or G.C. General Contractor GFI or G.F.I. Ground Fault Interrupter RO or R.O. Rough Opening IRS or R/S or R&S Rod and Shelf PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS BM or Bm. Beam GT or G.T. Girder Truss SD or SD. Smoke Detector BOT or Bot. BP or B.P. Bottom Bypass (door) GYP BD or Gyp. Bd. Gypsum Board HB Hose Bibb SO FT or SF or S.F. Square Foot (feet) SGD Sliding Glass Door PA1.3 PRODUCT APPROVAL NUMBERS BRG or BRG. Bearing HDR or Hdr. Header SH or Sh. Shelves C Carpet HGT or Hgt Height SHWR or Shwr. Shower CAB Cabinet HH or H.H. Hand Held (plumbing faucet) SHT Sheet CIR or Cir. Circle HORIZ Horizontal SL or S.L. Side Lights CJ or C/J Control Joint HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CLG or Clg. Ceiling ILO In Lieu Of SPECS or SPECS. Specifications CMU Concrete Masonry Unit INSUL or Insul. Insulation SO or Sq. Square COFF or Coff. Coffered or Tray Ceiling INT or Int. Interior STO Storage COL or Col. COMP or Comm. COMP or Comp. Column Community Compressor KIWALL or KMlall Kneewall KS or K.S. Knee Space LAUN or Laun. Laundry SW or S.W. Shear Wall o<S.Y.P. Southern Yellow Pine TB TB Towel Bar a a a a a o 0 CONN or CONN. CT or C.T. Connection Ceramic Tile LAV or Lay. Lavatory LF or L.F. Linear TEMP or Temp. Tempered THIKN or Thicken D or D. Dryer LL Lintel Length TOB or T.O.B..6Top of Block a DB DBL or Dbl. Door Bell Double LT Laundry Tub MGT Management (room) TOM or T.O.M. Top of Masonry TOP or T.O.P. Top of Plate FIFIA DCF Decorative Cementitious Finish MAS or Mas. Masonry TP Toilet Paper Holder E FE11 F El DEC or Dec. DED or Ded. Decorative Dedicated (outlet) MAX or Max Maximum MC Methane Cabinet TR Towel Ring TRANS WDW or Trans. Transom Window ❑ ❑ ❑ ❑ F17-1MMFEI DIA or Dia. Diameter MFR or Mfr. Manufacturer TYP or Typ. Typical 9 > DISP or Disp. DIST or Dist. DMF DS or D.S. Disposal Distance Decorative Masonry Finish Drawer Stack MW or MICRO or Micro. Microwave MIN or Min Minimum MIR or Mir. Mirror ML or M.L. Microlam UC or u.c. Under Counter UCL Under Cabinet Lighting UNO or U.N.O. Unless Noted Otherwise V or v. Valve (shower or tub/shower) v oDVP DTL DV or D.V. or D.V.P. DW or D.W. EA or Ea. EW or E.W. Detail Dryer Vent Diverter Valve (plumbing) Dishwasher Each Each Way MONO or Mono Monolithic NTS or N.T.S. Not to Scale OE or O.E. Owner's Entry OPNG or Opn'g. Opening OPT or Opt. Optional PC Pull Chain VB Vanity Base VERT or Vert. Vertical VL or V.L. Versalam VTR Vent through Roof W or w Washer W/ or w/ With ELEC or Elec. Electrical PED or Ped. Pedestal WC or W/C or W.C. Water Closet (toilet) OD ELEV or Elev. EQ Elevation Equal PH Phone PKT or Pkt. Pocket (Door) WA or W.A. Wedge Anchor WD or Wd Wood i EXT or Ext. EXP or Exp. Exterior Expansion Pl. or P.L. Parallam PLF Pounds per linear foot WDW HDR or WDW. HDR. Window Header WH or W.H. Water Heater m FBC FDN or Fdn. FXD GL Florida Building Code Foundation Fixed Glass PLT HT or Pit. Ht. Plate Height PLNT SHLF or Pit. Sh. Plant Shelf PSF Pounds per square foot WIC or W.I.C. Walk-in Closet WM or W.M. Wall Mounted (plumbing fixture) WP Water Proofing) FG FIN Fiberglass (Shower Pan) Finished PT or P.T. Pressure Treated PW or P.W. Pre -wire WS Water Softener WWF Welded Wire Fabric (Mesh) FIN FLR or FF or Fin. Fir. Finished Floor PWDR or Pwd. Powder Room LO 0 REVISIONS 08-20-15 1.0 NEW BASE PLAN co 12-8-15 2.0 ADDED VAULT. CLG. 0, 12-28-17 3.0 2017 FBC UPDATES MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES o a 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES °O THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE `g i CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES o OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. CS I Notice to Builder & All Subcontractors a It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations co undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be oadvanced considered for reimbursement by the Designer/Engineer without notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. T zo z� z� a t� z N C9 w �U — Ow U mC5 w E = y? U r7i 0 00 _ 00 ¢ rn �nn a $ o AN D Ds N �c „ N N z LU Z' W EA a Z Z5 a LL. U El Ul 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. 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 z¢ o: U W Z gZZ J Oggg � _ O�LLO � N ULLI L Q w 9® Z cr_ o �1- w U = oho PYcg 0 =_^ ;iQ W Z A p Z *-f LOX a 0 LU Ln ta.i ¢ Z 8 Z Z8 Z tj o ca O 0o g =f rn ,—f a cn o SCALE : AS NOTED DATE : 3/7/2018 TECH: JMUROSKI VERSION NO. 4nO SHEET NO. C S 0 n a m O a 00 0 00 V) C) O A O K13. S3 EGRESS EGRESS -v \ \ \ I ` � \ 00 A S3 TYP @ 1 STORY 20'-68" :00 o- N P8WY o =W W �� Oa,� 2'- 10'-4" `°° F 10 ., m C00 2'-4' I I I I ( Er FIBERGLASS SURROUND N I RANGE: N B 2. 6- o o `" AV -I O \ I CAFE "' 8'-0" CLG. PATIO CARPET = � 4'-0" 11'-7s'9 N 0 N J Q \ V Y ; -!- I I I I 4 BEDROOM , 80 CLG. CARPET 5068 B.F. 8'-8" BEDROOM 3 8'-0" CLG. 2 CARPET c 5'4" I c ' ,_ „ ILE =Q W o rn co A � I P N 14'-6" I 5' BEDR OM 4 8'-0" CLG. CARPET I 4068 B.F. T-6" Nr O "'W TI ESI Kwl ISP D.W. I o o I 1 a C _ _ = J = _ _ _ _ _ _ ' o -- ----- OPT. REF. iv i 6-10" 4'-7" `„ 23'-08" �yoo R&S N 2668 i+� ------- HDR AT T-4" T-10" T-8" 10'-108" 2668 moo r N I . --- ---- R&S I 5'-0" ;rn 04 A S3 TYP @ 1 STORY _ n�o FAMILY RM I 9'-4" CLG. CARPET 00 I 4' 0" _ A O 3068 ENTRY 8'-0" CLG. o c le 9'-4' CL 2:12 VAULTED CLG. I C3 64" = R.A.G. AHU T S S, 60"x36" SHOWER ` _ CC G.T. S3 S3� I I NOTE: ISHED I WALLS TO BE FLUSH. VERIFY IN FIELD. I I I 1 I o I o I W I OH I W I I p I 1 o 1 c0 (4) 2x4 #2 SYP K STUDS W/ USP S3 HTT4 @ BASE r- -t nN U I 1 1 1 I 1 / I L Itl _j K iba S3 0� EDGE OF SLAB 2" BEYOND WALL 20'-oi" 00 I I I I I I I I 1 1 I I I I 8 I I I I I I I I 1 1 I I I I 0 ' 8'- „ C G. "� ILE r OPT. D o •PT. G N S3 I 17'-lJs" (4) 2x4 #2 SYP STUDS ERG W/ USP HTT4 @ BASE SURROUND = 4 R&S - ------ - HANSON BOX @ 36" A.F.F. DRYER VENT THRU ROOF 2668 T-8" -� I I I I I 82' 3' 10" -1 ' T-O" MW OA �WL MW I iv 'Go I OWNER'S SUITE 8'-0" CLG. CARPET - r� T W. I.C. T 8'-0" CLG. CARPET ___--- ---- R&S I � I I I J 2 CAR GARAGE 8'-0" CLG. 2'-6" BUILDER TO PROVIDE O APPLIANCE W.H. = PROTECTION WHEN REQUIRED N PER FBC 1 1 I 1 I I I I I � T - - - - - - - - - - - 1 I 1 I I I I I I 1 I I I I I = rB 00 TIE N 5-SH , 6"DP c 0 0 - A D H.B.T S3 S3 55'-10" 1'.4" L T-1 HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2' FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) -1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) - 1 3/4" X 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 4 X 25 1 S.H. 13 20 X 38 j 18 J X 371 S.H. 14 20X501 18}X50 S.H. 15 20 X 63 18 4 X 62 4 S.H. 16 20 X 72 18 4 X 714 S.H. j 32 27 1/4 X 26 26 X 25 J S.H. J 33 27 1/4 X 38 1 N/A S.H. j 34 27 4 X 50 j N/A S.H. J 33 N/A 26 x 37 1 S.H. } 34 N/A 26 x 50 S.H. } 35 27 J X 63 26 X 62 1/2 S.H. j 36 27 j X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 } X 25 1/2 S.H. 23 37 j X 38 j 36 J X 37 3/4 S.H. 24 37 j X 50 1 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 734 WIDE S.H. 32 54 X 26 52 � X 25 } S.H. 33 54 X 38 j 52 4 X 37 j S.H. 34 54 X 501 52 j X 50 S.H. 35 54 X 63 52 J X 624 S.H. 36 54 X 72 52 j X 714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. FIRST FLOOR PLAN - B1 SCALE: %4'=1'-0" 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" ® +29.7 / -30.8 © +29.7 © +28.3 / -30.8 OD +28.3 / -36.4 �E +26.6 / -28.0 +26.6 / -32.2 OG SEE SN SHEET �H 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 WALL LEGEND TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "B111 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 FRONT ENTRY 24 TOTAL AREA 2376 INSULATION REQ. EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) o t�, Z o z�z Q a Cn zClLn QD w (Dru� n c M •U - O w _ 1!20 U mN F_ ~ f0 M N U fyj L"00 <L rn Qv ad IN D. " *11 N N z z U) W i � 8 r' - rsi Q w W n W C1 Z p tie �" ,L Eas+�,- -0- IVz '• �• •u d -r : V ►� Cr - off '°••..,. '\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 - Residentlal 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 6 °te°a �z60 U U �OJLu J .-fts 8�N < g ce O 1 4 3 LPL LU 0 U Cr ow)=10-V U) T =1 LU fV SX do �j Ay 1y W T Q Q p p Z Z T-11 J Ln rl LU Q Zg a z gY Z Z tj$ � oo g = J < uj SCALE : AS NOTED DATE : 3/7/2018 TECH: JMUROSIC VERSION NO. 4n0 SHEET NO. 1.0 9_118, 2'-84' MIRROR c v v Q O 00 0o N 9 N2 M O m rn z OWNER'S BATH OWNER'S BATH BATH 2 S O J 00 aci v �i CM Cl) aD N HOOD 0 0 0 _ (V (V 00 rr v c m N DW 4 0 0 Cl) � OPT. RANGE REF. KITCHEN ISLAND KITCHEN KITCHEN 0 0 INTERIOR ELEVATIONS SCALE: 1 /2"=1'-0" ova 01 MIRROR 0 Z M — o Z Z Q r%-j t� Z 4--ra -00 Al J w •V - O W V � N W � o M N _ � O f~ Y � � 0 B D. N C� b N_ �O N � a W LU 0% 0 0 Cb Umz WIN, LLIL OWN J Q To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 � Tampa, FL 33607 www. LennarTampa.com H Z Qa fZZyyQ wQo�C� 50 UZOU ZZW Q w off® L Z � Q. 0 av Z C O 43 w � a �f Q T (7N � Z O V n 7� W LA W ¢z� J ri lLJ � Z Z tj o m 06 Z W �z SCALE : AS NOTED DATE : 3/7/2018 TECH: )MUROSIQ VERSION NO. 4oO SHEET NO. 2.0 Z M — o Z Z Q r%-j t� Z 4--ra -00 Al J w •V - O W V � N W � o M N _ � O f~ Y � � 0 B D. N C� b N_ �O N � a W LU 0% 0 0 Cb Umz WIN, LLIL OWN J Q To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 � Tampa, FL 33607 www. LennarTampa.com H Z Qa fZZyyQ wQo�C� 50 UZOU ZZW Q w off® L Z � Q. 0 av Z C O 43 w � a �f Q T (7N � Z O V n 7� W LA W ¢z� J ri lLJ � Z Z tj o m 06 Z W �z SCALE : AS NOTED DATE : 3/7/2018 TECH: )MUROSIQ VERSION NO. 4oO SHEET NO. 2.0 I - a 00 7 ttl• 2L 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. —� SPECIFICATIONS 11-011 12 5� 1" x 9" SMOOTH TEXTURED FREEZE BAND HEEL -: - --- - - - -L� . HGT - TEXTURED 1' FINISH ON a • .. • 00000aoo __ _ ICIloll loll l 1 E711 I _ SMOOTH— +311 TEXTURED BAND T-0" RIDGE VENT 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. (!!f HDR HGT. L. 12 5� 14'-0" RIDGE VENT 12 �5 00 M N FRONT ELEVATION - B1 _-----------------------------------------------------------------------------------------------------------------1_0----------- 2-0 TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP. ) F.FL. SCALE: 1/4"=V-0" RIGHT ELEVATION - B1 : 1 /4"=1' General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water-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 11300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. "CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SO. FT. ova z_o z� z� J a t� z t./) 0 Cl W N 4'--J w n3 t� •V — O W V) 40 n3 ~ U LU E o0 m M M U o� 00 Q ui o A' MD. N CAB D•C - N N � � N rn � ZMZ G' z LU LU � Z10.251 �Zvi�E�'°' a � �` WWK^FD$6t1G�i'thOr'• /` -- U ' �- i Gj ¢r. s • O F E S S \() "mill III 10'\� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential Bth Edition. 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 � za f5 Zz o OO�U 0 2W� �o: Lu a LU _J z W 1..� Lii LU Z �a3 z CU `..00 Q W o �_ 0 z W U = Q z _ Z 18 S O 9 d 2 LL Z ^ u,:o z z W Ln Lij o z J r4 IJ.I a z z has o m rn 00 Z � _ J ,--I 0- cn o SCALE : AS NOTED DATE : 3/7/2018 TECH: JMUROSIC VERSION NO. 4n0 SHEET NO. 3.1 C a b I ~ a 00 tttttttt■ 2LD -r r) m — --- 1-,_O„------ 12 5� 14'-0" RIDGE VENT EXTENDED OVERHANG TO BE CENTERED — ON DOOR 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF, SPECIFICATIONS ------------------ TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) 12 ;�S_5 T-0" RIDGE VENT 12 �5 REAR ELEVATION - B1 1" x 9" SMOOTH TEXTURED FREEZE BAND LEFT ELEVATION - 61 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 FOLLOWNG VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF-FUDGEVENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SO. FT. zg z� a 4� N � w •u — OL" to c U m o W QE t— ON1 M M C _ U 1 Ocli gCo " ¢rn co uCOiCLv i ¢ d Al� I "V N N rn � LL N ED •'q w W >CLLLo 7 L ri U3 rn S S Z O cc " ¢ owe U) I a�� LLU)MET ZdA LU N d ca �IBs `a' FOR ma�tiiittPf wvw ao � •� 0 < •� ri `� ®Q 0 ES To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com W z Q >Z4a wQcx 0 Oz oW � �1zz `Jw J Co W � O Q J w L W a W o z 1 0 �./ C/) ` 3 Q o O U = TIhe z Q cro � 8� r- U.J 185 � g Z ^f Z Ln it J rl W W Y ¢z 011 < zuJ m Z W g = � ,-t a cn s SCALE : AS NOTED DATE : 3/7/2018 TECH: ]MUROSKI VERSION NO. 4nO SHEET NO. 3.2 r 2„ 2" *NOTE: VARIES r-10° 12" 6- CAP ;1. CAP N N FOAM TO BE USED 1" RADIUS ONLY WHEN REQUIRED BY ^ 1/2" RADIUS 31/2" RADIUS tiv cl io 04 co io COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES 2" I2„I A^ = N 3/4" RADIUS 1'-5 "7. 4 _ = r;� d BUILT W/ STUCCO. 1/2" RADIUS 1" 1' iv EDGE OF 1" 4" VARIES _ 1■ OPENING VARIES 1'4. 0 221" VARIES T 12 VARIES fV 6 6 ^ in 1_On in 1 1/2" RADIUS � 4" 4 4", All- N 2„ 2 1/2" RADIUS - x Lo T (0 �la T VARIES 1z" 34" 11° 34' 1" 1" 1" BASE CO N rIN 3" 2 " 2' BASE 1,_8„ • 4" N 12, *NOTE: VARIES 8" 2" 3" FOAM TO BE USED ONLY WHEN io co REQUIRED BY COMMUNITY4 SPECS. IF NOT, 1" OPENING VARIES 2 dN 1" V-4" 1„ _ DETAIL TO BE 2 2" " BUILT W/ STUCCO. EDGE OF OPENING 6' ' T 0 1-1/2" THICK 1-1/2" THICK 4" 10" 21" 1 1 iv c c a T Co 'ICY HIV M 3a d N 2" 4„ 3.� 6 2" 2" fV w w SIN 3 1-1/2" THICK,. y 24 = = O = N 2'-4 1'-10" 521" 1'-5„ 521' _ � IN x 4" 1" 12 x M 1) VARIES VARIES 00E5 2, CV m U) W r 22, Er > M VARIES VARIES • 4", 6 8" 3 2' -- c J - r_________ N I iv I ;0 a FL'� 6" 4" KEYSTONE F11 0 OPTIONAL 00 KEYSTONE F11 OPTIONAL rn io i Rso cn 2' 44 fo _ _ R4�r„ 3" I12 I 4" GARAGE DR. OPENING 4" 3" 4 ' 4" WINDOW OPENING 4"q" 2 NOTE: INSTALL OVER STONE, TYP. -Mv VARIES • FIN. TO HAVE TRADITIONAL LOOK &SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 3 a 9 FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH 14 Bi" 14 12" 2 _i 1'-4" ao 2" • FOAM/ EPS MATERIAL IS ACCEPTED 54" 1'-11' 54" T-8" 7" iv a E 1 4" T-0" 4" f 1 - 101, 1 �� 10" T O fV E _0 00 v - CV R� o c J N io •� 1" in NMI p r- ZV I N U 'p^ 00 O • MM� V* 2 N 1" � GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM f� • POLYCOAT (HARD COAT) 2 • ACRYLIC SAND FINISH L0 z g z Q L1 E3co Z U)VlLu V Lo • w f0 ^ La v I �Lr) V I^ m wp ~ 8 �p�; C a C") = 9� U r7S O_ON zLL_OD Q M Lo Q d A v N vv�� C7 W M z zz 7 LL "OI' Z W � N W rn 0 LLZNWT- a W 'Q N<�� a WWW.FDSENG.COM U 0 N 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com �O W z¢ �Z80 J W z Lu N Q m L® 8Ln L ^^ :..I..r z i z W rl LJJ 9 p oz 0 X Tr-4 W d 8 ^ g � <f f� s Z (3.L2 J Ln VI .. LCJJ L Q Z w ~ tD z z z8 0o O 06 g LU = Uj x ?--Aa U) I o SCALE : AS NOTED DATE : 3/7/2018 TECH: JMUROSKI VERSION N0. 4mO SHEET NO. F1 N m I' a 00 E x 00 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 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 cc 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 WALL SWITCH � 3 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT —� FLUORESCENT LIGHT FIXTURE Q EXHAUST FAN ;Or EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB 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 ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) �7 ROUGH -IN FOR OPT. CEILING FAN v J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G 111411, J OPT. CEILING FAN BQ (1) PHONE LINE, (1) DATA PORT 200A INDOOR PANEL CENTER #14 copper to lights & outlets 0.t 2000AMP #12 copper to 20 amp ckts #10.2 copper to WH #10-3 cropper to Dryer MAI O2/0 or 4/0 SER Alu 200 amp 150 amp Disco nect 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. WP DISC. GFI H DEDICATED RECEPTACLE FOR MICROWAVE RANGE unnn o=o 0=110 RECEPT. FOR ALARM SYSTEM V CIZIr r IVIC I Cn LOCATION WITH BUILDER MAIN FLOOR ELECTRICAL PLAN SCALE: %4'=1'-0" 0 V Z o Z Z 4 r1 Z vi 0 (VC 4 —J W o �V — O W U r�T EH C7 m N W F— LP M M C 1120 r 4? 0j — O N LL CO U 0000 Q LO 01Q d B D. N D cr! # Z ���z Z W � z° U) N LL n0 � W Ck W V a Z 0 N €�� ¢ A LL W a.�N AZ M a N OU U O WWW.FDSENG.COM 00 CD N rn 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 W� Za I- U�0 (Q— QaJo w W O��o n U " 1N � z ^ I..L F— O a w � W J N3 LU uj O uj U V, O o o LL-S Z Yi a a Z Z J W Z lJ.l Z a z U V �2 z Cal O 00 g = � W uj rn ,-1 a cn s SCALE : AS NOTED DATE : 3/7/2018 TECH: JMUROSIC VERSION NO' 4s0 SHEET NO. 4.0 n v x O J ATTIC VENTILATION CALCULATIONS - B1 ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of Of ventilation to SQ. IN. of SQINof Ventilators ventilation soffit ventilation vented be provided Ventilation . . Ventilation (See Elev) required needed required soffit by upper needed ventilators Main 21.00000 2.000000 Floor 2377 2282 326 1141 81 570 0 591.0 315.0 276.0 (Zone 1) **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN SCALE: 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 SQ, IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. CD V Z o z�z Cl- VAN t/) C9 (31 4-� w .0 — 0 L" ` V � W p ' ~ U _ 01 N d M p� 1 M r N 81m. U L 00 Cho Q rn uo v� �d c B D• N YC N CD N N CN W Z z U) Z W CN 7 LL t• _ LU a Lou 10 Z � Q I 0 _ N � A LL W��`llftii l►j�®A�a o • O N WW S NG.0 M i *� `as *.��• 00lb A ©� 4OF e To the best of the Engineers knowledge, information and belief, the structured 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 W za rz�a �a op�Urr 2w S NE &U A O 14 iE 33 �' J w O = J��P .9 S g O r-4 Igo_J� J R; *k aw Z,�-1 J Wz� IN g r_-1 W Z Z $8 O� Z 0° O oo g = J to f •--I a cn o SCALE : AS NOTED DATE : 3/7/2018 TECH: JMUROSKI VERSION NO - 4n0 SHEET NO. 5.0 F c d J `1 00 65--0" 6-4" 1'_982" 3'_2g" 5'-0" 5'-0" A H.B. TYP @ 1 STORY S3 I U.N.O. -101, 1. 2'-10JU" 5'-11 r ■ ■ ■ ■ ■ ■ ■' ' ■ ■ ■ ■ ■ ■ j`c( ■ ■ p 1 • • 1 • O 2'-9�3" ' r — — 16-0"L. 6-10" • & 0'-0., : \ I o -3 1/2" SINK / DISP I S3 �I1 I � I \ I D.W. I I I :: o I } } ``' A - S3 N rnv ` 0 L---_� --___— I CHASE TO ISLAND �� o } I TYP@ 1 r _--- _----___— --=__: — — — — ■ III — — — — II STORY U.N.O. STEPS AS REQUIRED CJ L------------J CJ OPT... T e� C3 PROVIDE 1 Y2 RECESS � � � , • FOR SGD. REFER TO KITCHEN ISLAND REF. , , ; : ; . , , , CJ ■ • • �' I • , , , 10'-104" PER FIELD MASON'S SLOPE FOR LOW WALLS ( q 9 CONIZI�JONS : WIDTH •12'-10' I 16-10" INDICATES FILLED CELL w/ 3000 PSI ' ' ' _ .......:........... .: ... . . . .. . I CONC. GROUT FROM FT. TO BEAM I HVAC CHASE 1..:::.:.....:..:.::...::....:..... .......:... ::::. W/ (1) #5 REBAR VERT ABOVE SLAB BASED ON S 0 -O" TOP OF CONC./ PAVER TO BE 4' . .. :::::::. : ■ :.... ■ ■ I TYP @ ALL PLACES SHOWN LOCATION BELOW FIN. FLR. HOOKED FTG. DOWELS 5" EMBED 4'-0" I 4-4- 4'-6" W/ 25 EXT. ABOVE SLAB "GRADE 40 PROVIDE %2" x 9" SLO I STEEL" I I RECESS FOR FRT. POOR L \ \ 21 -6 x2 -6 X 1-0 'n \ S3 25'-10LO , g" 9'-5, g" W/ (3) #5 E.W. 5'-p" ------- . I .......... — — — ■ ' o I— CJ CJ �Nz\ TS3 v 00 TYP @ 1 STORY 33 : I S3 CC I U.N.O. M (2) #5 REBAR 2'-6" x 2'-6" x V-0" I � I ( I VERTICALS w/ in C14 I 7 3'-5" FILLED CELL 7'-1" W/ (3) #5'S E.W. _ _ .._ �.y 12'-6"x2'-6"X1'-0" �� I ;11 c M ch W/ (3) #5 E.W. S3 ET- -3 1/2" PT. I ; 1 SLOPE ' •. ......... :—I ................. • 5'-3" 1'-10" X-6'1 I A. O I I • : O 1 I • 3-1/2" MIN 3000 PSI CONC. 2'-74" 6-5" L 3'-2" I SLAB FOR HERNANDO : COUNTY ONLY I J ao 3-1/2" MIN 2500 PSI CONC K S3 I SLAB OVER 6 MIL VISQUEEN I M I VAPOR BARRIER N 35 -4" 20'-6" r• ■ I 1 I :: I BUILDER TO PROVIDE 1 (2) #5 REBAR I 0'-0" :: I APPLIANCE V E TICALS w/ in 4'-0' 12'-1" ' O PROTECTION FILLED CELL W.H. 00 I WHEN REQUIRED L--------- PER FBC • �. --- -- • i --------_j' -- — � — ------J ............................... ........ ................... _........_...........:.......... Qi ■ ■ ■ ■ ■ q H.B. S3 TYP @ 1 STORY 5'-70" 6' U.N.O. r,' n" r,�„ a�_n� a _n _n" 5'-20" 7-150" 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 CONTROL JOINT DETAIL SCALE: NTS "--#5 CONT REINF. SEE .; , .: • •\. FND. FOR QUANTITY �• #5 X 25" X 25" CORNER �•• ' ' �• •' BAR ONE FOR EA. ••• �•• �' • • HORIZ. REBAR, TYP. .,•, . •...... U.N.O. • •, - • • • • **Alternate: - ' , • The reinf. bars shall be - • cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: NTS 0 v Z g Z Z Q a to C9 CZ .� w � d .0 w fts m N W ' ~ N Cl) Cn �as U �S A- " 15 Go CCO N U)ZN d 1:e 2 'L•' a N J i:e =N�: W Wa 0. W V ¢� in z 0 _223 g o t7 N ®.�ca 55 LL s DI •�"•. F LO •'• rh O r E S S "O't JJ=%P o " 71,1/11ftltlItst�1NO To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com za Z J 1=��0 g� ^�$WZ Z fj��iV Q^ g OR 1W z z � 0 0 U = Q1 0 0 oz U_ 0 a' Qou Z t--I W a z .W_J r�-I W Z U8 gVi g Z N8 0 06 Z� g = � LU x rn ,--4 a to o SCALE : AS NOTED DATE : 3/7/2018 TECH: JMUROSKI VERSION NO. 4mO SHEET NO. 6.0 A A A A R (2) S3 (2) (2) S T U V _ _ 1 a c a e X. D D D D D m_ m D D D D D D )T po co n n (� (� AJ =. CO "' �' j Q ¢ Q Q �' °' ou o n� ^� w ^� i CA D D n : ; �'' * MINIMUM CJ3A CJ3 ** REACTIONS ° y✓j� :: ��h **' DO THE I CJ5B EJ5 ALL D ; ; : I LOADS I EJ7B w ; : ; : ; EJ5 FLOOR EJ5 I OC EJ7B r MTS12 MTS16 MTS20 MGT/MUGT LGT2 HTS 20 SP1 SP2 3" MEMBER ARE NOT DRIVE NAILS PLATE OFF EPDXY ANCHORS NOTE: DOUBLE -- ROOF = L JOIST SPACING FOR CARPET AREA'S 1000 860 1000 860 1000 860 3140 3140 2150 1850 1450 1245 585 535 1065 605 645 555 FOR ROOF LOADS ONLY THROUGH THE TRUSS PLATE OF THE TRUSS. USP CIA-7000C FELT REQ'D ON ROOF PITCHES / 360 FLOOR = L / 480 W/ 318" MAX SHALL BE MAX OF 19.2" OC FOR 14 -1Od x 1 1/2" 14 -1 Od x 1 1/2" 14 -1Od x 1 1/2" 22 - 1 Od X 1 5/8" ATR (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS 24-10d X 1 1/2" 10 -10d 12 -10d 12-1 Od X 1 1/2" ON THE OPPOSITE SIDE 3/12 & LOWER. DEFLECTION. HARDWOOD & TILE AREA'S DROP HIP MTW12 1195 1005 14-1 Od x 1-1/2" MTW16 1195 1005 14-1 Od x 1-1/2" MTW20 1195 1005 14-1 Od x 1-1/2" W/ 5" EMBED W/ SIMPSON "SET" EPDXY LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4" x 3"WEDGE BOLTS HTW20 1530 1285 -1 Od X 1 1/2" SPT22 685 8 -10d SPT24 1030 12 -10d OF THE TRUSS, WHICH COULD FORCE & 24" DETAIL v EJ7A n c- ... ... a' CJ 1 EJ7A01 EJ51 EJ7A ;; X y�Sj I(2 CJ31 EVA I :. ^' J11 1 ERA D G1 I : EPA EJ7 I S3 Di 1 *FASTEN EACH (8) POINT SHOWN ON TRUSS 0 HE TOP INTERSECTING POINT NAILS. FASTEN BOTTOM THE SAME SPECIFIED 2-0-0 cs) 1-8-8 TRUSS WEB TO EACH (A) TRUSS TOP CHORD THE HIP TRUSS SYSTEM BELOW. FASTEN CHORDS OF (A) TRUSSES AT EVERY OTHER TO BE FASTENED WITH 2.16d COMMON CHORD OF (B) TRUSS TO TOP CHORD COMMON NAILS OR GUN NAILS AT 48" MAXIUM SPACING ON VERTICALS �* CLEAR GAP BETWEEN (B) TRUSSES @ EVERY INTERSECTING CHORDS OF EACH (B) INTERSECTING TERSECTIING POINT (**). NAILS OR O.128" x 3" GUN OF CARRIER TRUSS WITH OC. (+) OF (B) TRUSS @) (A) 1 OR 2 PLY CARRIER (+/- 61 (B (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK EVA EJ7 If LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED I FOR HIP PLANING TRUSSES. R1 c ... ' . • . ... • , , .. .... .... STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR 2 PLY CgRRIER� A ( ) INTERSECTIONS. SPLICING / 2 x CONT LEDGER EJ7 EJ7 I TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED STICK (2 :: FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE S-0" ON A HORIZONTAL UNDER PROJECTION. EJ7 :: EJ7 I NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS EJ7 EJ7 A I •' S3 1. (2) 12d TOENAILS EACH SIDE OF FLOOR ER EJ7 TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. CJ5 CJ5 ' v CJ3 2 CJ3 x c- I � n o W CJ1 0 J J1 2 j I A A S3 d (2) A rn 0 3 0 i Fx E E 0 x 0 c c N N i% E2 O �U OC U d O n M N ROOF FRAMING PLAN 0 SCALE: UPLIFT CONNECTION CROSS—REFERENCE 3,�,�a MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 -10d x 1 1/2" HTA20 1615 1585 10 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1615 1585 10 - 10d x 1 1/2" C H2. A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8 - 8d RT3 610 525 8 - 8d X 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1400 1400 10 -10d X 1 1/2" F HHETA20 22 5 10 - 10d x 1 1/2" G H10A 1340 1 15 18 - 10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2"& 8-10d H HTT4 3610 3105 518" ANCH.118 10dx1-112 HTT4 2715 5l8" ANCH. ! 20 10dx1-1/2CD J HTT5 4350 3740 518"ANCH.12610dx1-112" HTT5 3225 518"ANCH.1(2810dx1.112 * 1 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 HD7B * 664 65 718" ANCH. 314"STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N 1165/1070 ** 1005/915 ** 8 - 10d x 3" JUS26 1115/1060** — 8 - 10d P 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" U Z M Z � Z Q J w � to C9 r* b m (D S I' Q Do E s ayi 00 Q O 8F8-1 B/1 T GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'4" and longer with a nominal height of 8" meet or exceed U180. 6, Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -In -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605,04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied In accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with verltcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load �� . 0 Safevertical load Safe horizontal load — GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY E E NE e Be 8F44 1 B/1 T 8F40 1 B/1 T 8RF40 OB/1 T 8F321 B/1T TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 8 F 16- B/ 1 T tNOMINAL, QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT FORM dt GROUT SOLID 4 ;T � W #5 BAR COW. 8F12-1B/1T "V" LINTEL DETAIL SCALE = N.T.S. • : ■ � : ■ � e e E e r C • • • • E e E E E E E E C � C � ■ ° : ■ C € ■ ■ • • ■ ■ •'�'�1� • • • • • • • • • r s S2 w H J Q� Z f0 MATERIALS c prr"g a htels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. 0 #5 REBARATTOP IN. (1) REQ'D CL AR ALTERNATE POWERS STEEL LINTEL ° e °O ° 4 ° .M.U. #5 REBAR AT TOP e GROUT MIN. (1) REQ'D 4 _ D 1-1/2" CLEAR a e 4 ° J `J G y W F" ° 4 C.M.U. e 5 REBAR AT = rn m w O BOTTOM OF � (n — w 4 LINTEL CAVITY V O v~i ` OTTOM v o ¢ 0 $ z^ REINFORCING PROVIDED IN LINTEL C7 X > Z— d w D /� D Q = 0 3 &I i y ¢ L, 5 REBAR AT BOTTC AS INDICATED 7-5/8"ACTUAL JOMINAL WIDTH (VARIES) - 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) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications 4'-6" LL 4'-6" LL O O 5'-10" LL O LINTEL PLANT SCALE: )/4"=1'-0" Z c Z `O Z Q a cn 4 .. LU "V C) OW �N � o0 -m W Np� M M eM O 'CO N �_ V Woo 00 of 4 rn L �v N O .Nr i� z _ a YJ > a LL,V a��Q � 9 Z 4n J.J. �-� LL z ME W av q ryiI Q �A^F� 1 � • `Jv ram' ,••�F L.• 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 Edifion. 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 9 oc�Lu a Ztu F- ad z� V W g x J CO O�OCO UIS Z 2 ts L ^^ Iee.L.. i z Ln3. � o 7d' U w ^ W g he Q UQ J -r..... Z ,V., . a Z Z J T-4 Q W Z z $�� 011 � S co O Z �J W 7" I 0- 'W^ V I E SCALE : AS NOTED DATE : 3/7/2018 TECH: JMUROSIC VERSION NO- 4sO SHEET NO. 8.0 s m J M tz a 00 0 00 U) 0 J 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 W PRESSURE TREATED CONSUMER USE. SEVERAL NEW PR UR T WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW 00 PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308,2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4 ITEM 2. S C , 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAID) OF HORIZONTAL) SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC)13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES, 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ed. (2017) AND FLORIDA BUILDING CODE 6th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL 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 1.3. 2 UNIT WEIGHT F BLOCK: 0 8 C.M. . U OC 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/0 LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ed. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 Y2" GROUT FILLED MASONRY: 31a" 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 (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN V AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT, SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4.1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4. 7. DESIGN FABRICATE AND ERECT WOOD TRUSSES 00 IN ACCORDANCE WITH THE DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148",16d = 0,162'. 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4,5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED']' BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C, "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN, CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th 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 / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler s stems incudingg all risers and spray heads shall n�t be installed wlthin T-0" of the building side wall. 4. FBR R318.7- To provide for inspection for termite infestation, between wal 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 traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318,1.5 - C ncrete overpoUlr and mortar along the foundation perimeter must be removed be ore exterior soI treatment. % FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertigl chemical barrier must be install ,�d aftef construction Is complete, including landscaping and Irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by i 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= +1- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN T-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V = 140 MPH) TYPE: 56 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 T SPNOS 0 REVIEW ALL DRAWINGS BEFORE 0 E CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1 4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 14' DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. C9 r Z c zto Z Q Cl- wad U, z 'N w 0 •0 w = oyE `v U C) LU 4J M co N N M E ' '= 2 co 'Cl _ � N O 3LL 000 cD cd' r; �i Q o A , B D. N C B•D C 'IV yy Z_ WNZ z ~ �' v,LL� o w' W a di M L!: . W ckzo 011 cu -o ' ?5040 LL.vywl " „ m Z Q�� W ,;° To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 wvvw.LennarTampa.com W� zaa f& W �tgL,a V z O U a i jJ ' ` `� o U i � LU f � ZZ�z 0 J o cr- T� V , F U o fob �r# o J Cr J 8 k fV U) Q Z �- 10 0 Z LU Lr) W z $ a z Z Z U �08 m 00 g LU W ° � o SCALE : AS NOTED DATE : 3/7/2018 TECH: JMUROSKI VERSION N0. 4nO SHEET NO. SN ROOF DIAPHRAGM NAILING SCHEDULE FILL CELL STD. 90' HOOK BOND BEAM RIDGE LINE v,, I J m cal + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + +C-0I + + + + + + + + + + + + + + + + 4F + + + + + + ... + + + + + + + + + + + + + + + + + + + + + 4 + + '_0" (TYP.) + + V-0" + + + V-0„ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ +++ ++++++++ + SIMPSON MGT 1 w/(22)10d NAILS TY) P. `GIRDER TRUSS I I cc STD. 90° —,�L�_ CONT. #5 I I I I� I wlv 1. 95 HOOK I►5Htt 2A I Or rvA I t BAR li;-� F 5/8"d #5 CONT. THRU FROM BOLT CDX FOUNDATION �-- PLYWOOD OR TO HIGHEST 7/16" OSB BOND BEAM BOND BEAM STEP 2 x B.u.c — --I RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE SCALE: N.T.S. SIMPSON MGT w/(22)10d a 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 NAILS TYP. 2nd FLOOR INTERIOR/EXT WALL SEE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER PLAN FOR MORE INFO RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER CONT. BASE PLATE RINGS16 TO 20 RINGS PER INCH COLUMN TYPICAL SIMPSON MGT TO SIMPSON HETA20 / HETAL20 0.280 INCHFULL ROUND HEAD DIAMETER 0.280 ROUND HEAD DIAMETER SEE PING PLYWOOD FLOOR LAN FOR REQ D SHEATHING PER PLAN BUILT-UP COLUMN DETAIL INSTALLATION MID SPAN @ 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH COLUMN AND FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAYBE USED NOTE: CONNECTION TJI TO BE CUT TO ALLOW NOTE: 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. FOR BLOCKING/TJI .AA 5; , UPLIFT VALUE 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. MASONRY WALL OR IS BASED ON 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS �' S.P.F. OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR LOCATION OF P�i above to bearingbelow. STUDS SECOND H10A SECTION @ INT. BRG. WALL r ��==� (WHEN SIMPSON DOUBLE JOIST CONSTRUCTION �.� I �. �.:� : REQUIRED) Backer and Filler Block Dimensions BCI®Joist Backer Block SeriesThickness Filler Block Thickness 3/4" 5000s 1.8/1.7 p nelTwo wood panels 3/4" wood anels or 2 x P1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.811.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1 /8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber (Not required if both loaded equally from above) N.T.S. ` . w/(18)10dx 1/2 NAILS t Filler blocking • i 1/8" min. a 2" min. UPLIFT = 1015# + i 2" max. } Small gap) 4" max. 1/8" gap � Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails Zx4/Plywood/OSB web stiffener 2" min. tea or 4 max. 2x • CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o c clinched when possible Stagger rows from on site required when indi Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate ® BCI5000s 9-112" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d - d BCI 6000s® BC16500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-Sd 5-80 16" 2-8d 6-8d BCI 60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d TYPICAL SIMPSON LUS/HUS/HUC TYPICAL SIMPSON H10A INSTALLATION INSTALLATION 4" MIN. EMBEDMENT SEE SCHEDULE FOR 0 SIZE AND QUANTITY 0 0 6 OF FASTENERS 0 6 6 6 6 O 6 6 6 6 p° - Hangers with side nailing. 6 6 6 6 OF THE JOIST ASA REQUIRED LEAVINGY" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER - Birdsmouthth cuts. 6 6 DOUBLE JOIST CONNECTION top flan joist. . N.T.S. ° - Under 2nd floor column w/ loads ° N.T.S. higher than 15001b. v BLOCKING PANEL, INTERIOR SQUASH BLOCKS AT INTERIOR Vertical load transfer If max.alo bearing wall TYPICAL SIMPSON HETA20 / TYPICAL SIMPSON MTS Boise Joist Blocking P n9 9 BEARING Use 3" (10d) nails at 6"o.c. Required on interior walls: for vertical load transfer Plumbing HETAL20 INSTALLATION / HTS INSTALLATION � Vertical load transfer =1900 pif max along load bearing wall. Load bearing walls when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or Load bearing wall must stack beam below x over squash=20 blocks and Load bearing wall must stack over c Non -stacking walls wall or beam below.* blocking and wall or beam below.* c require additional C Joist '? consideration. Check L � local building � When joists meet over wall, provide I -Joist can be offset code for appropriate 1/16 13/4"minimum bearing for each. up to 3" to avoid PLUMBING LINE details in One 10d box areas=20 of high or=20 sinker vertical plumbing TOP (2) #5's x 4'-0" lateral load. nail each side 3" max CENETERED @ PIPE PVC OR SCH40 SLEEVE 10'-0" at bearing. JOISTS OFFSET A/C CHASE 4" PVC PENETRATION TANK -LESS W/H N.T.S. SLEEVE THRU STEM d a a WALL C ° a 0° Provide adequate bearing Use 10dx3" nails at 6"o.c. for all joist - °. a a'; o = CORNER OF for each lapped joist. _ 1�— e . n blocking panel *Non -stacking walls • • • GARAGE SIDE O O O Squash block 10d nails require additional consideration. _ — _ °O _ it (2x4minimum) SECTION @INT. BRG. WALL FINI GRADE 5'-0" o Bearing wall, Versa -Lam LVL or N.T.S. — STUB -OUT FOR o ® — —Li o GAS METER O 1 -0 0 0 LO Glulam Beam — _ to tv = NO HOLES (EXCEPT SEE FND. PLN. o MINIMUM SPACING = 2x GREATEST Backer block (12" wide min.) — KNOCKOUTS)— ALLOWED D DIMENSION OF LARGEST HOLE Nail with 10-10d nails. - — SIZE &REINF. IN BEARING ZONES (KNOCKOUT EXEMPTS) Install tight to top flange. SLEEVE THRU STEM (see table below) D T 12" BELOW MEASUREMENTS ARE FROM FINISHED FLOOR GRADE PIPE VERTICAL THRU FND. c�c • �• � � � • � � • ROUGH -IN GAS TO RIGHT ALWAYS (see table below) - 12" OFF -CENTER DO NOT cut, notch Joist han er SEE PLAN FOR •• d , • • • • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER or drill flanges g FOUNDATION INFO ` a STEM FOUNDATION N E TI N DETAIL t ° to GAS CO N C O LTOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY*" A 1Y" ROUND HOLE MAY " ,� DO NOT CUT HOLES e GRADE REINF. SEE PLAN CENETERED PIPE # 6 BE CUT ANYWHERE IN 6 6 Filler block. @ CANTILEVER LARGER THAN 1Y2" Nail with PENETRATION PLUMBING LINE THE WEB. PROVIDE AT ROUND IN 10-10d nails. A. LEAST 3" OF CLEARANCE CANTILEVERS. Backer block required where top a >7 o '. a a a : . .. c o FROM OTHER HOLES mount hanger load exceeds 250 lbs. ' ` 'd o MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 122 Yz" Install tight to top flange. d A — E E S i 0 i a 00 N n M 1/4"-2" gap io Z •' c . • t � 2 #5 REBAR SEE FND. PLN. Backer Block A/C CHASE 4" PVC () SIZE &REINF. 'Top Mount" "Face Mount" SLEEVE THRU FOOTING NOTES: Backer block shall be tight Backer block shall be tight MONO FOUNDATION PIPE PERPENDICULAR TO FND. 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. to bottom of top flange with to top of bottom flange with 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. flange. flange. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS eb stiffner as THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF Web stiffeners are not required when top required If hanger CENETERED @ PIPE A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. flange is laterally supported by joist hanger. doesn't meet PENETRATION PLUMBING LINE 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE height r1f TYP. FND. PENETRATIONS MEMBER CONDITIONS. requirements d TO •d - °v. . ' 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF SCALE: N.T.S. Q a °O 6 X Joist THE LARGEST HOLE. 0.d • a 7.1Y" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. o depth - a a , a < • a • . — 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y" 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 v 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. I -JOISTS BUCKETS SEE FND. PLN. HOLE CUTTING CHART N.T.S. J SIZE &REINF. M N.T.S. 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. 10'4" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR 3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 164" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING 8 1'-0" 1'-1" 1'-2" 1'-2" 1'-3" 1'-3" 1'-7" 1'-11" 2'-4" 2'-9" 3'-2" 3'-7" Any 16" joist 12 V-0" V-1" 1'-2" V-2" V-3" 1'-9" 2'-4" 2'-11" 3'-7" 4'-2" 4*-9" 5'-4" Span (ft) 16 V-0" 1'-1" 1'-2" 1-2" V-7" 2'-5" 3' 2" 3'-10" 4'-9" 5'-7" 6'-4" 7'-2" 20 V-0" V-1" 1'-2" V-2" 2'-0" 3'-0" 4'-0" 4'-10" 5'-11" 6'-11" 7'-11" 8'-11" 24 1 V-0" I 1'-1" 1'-2" V-3" 1 2'-5" 3'-7" 1 4'-9" 5'-10" 1 7'42" 1 8'-4" 1 9'-0" 1 10'-9" C9 "' z_o z�z Q C 1 0 0 (1) cn W •O W T C) m W t-- 12 M (M =Q? U OCN Oo �- C0 Q rn AYE Lo �i a d B D. N C YV N-, N HIM- �z /may co C W — LL a W U ¢ .n rn Z o NMECP9 ¢ LL Im LU <t4L4�.4tTf+;t o i xx tJS E 6 •'•% O- ., .w r+LO 0FE55tO��L��* 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 o 9 z¢ WF 0 �IZ+ U L, w u z J W 0 22 V L � C LU 0Z Y Z %%./ Z J 4 C O v � C-)oho W°B V z f-4 C/) aro W _I Ln rl LU a z �g z a 8 0 �Z{ ..7 2 SCALE : AS NOTED DATE : 3/7/2018 TECH: JMUROSKI VERSION NO. 4oO SHEET NO. SIN 1 co z tz K) i i 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 BLOCKING „ TRUSS BOTTOM CHORD OR 2x4 BLOCKING w/ 1/2 HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ w/ (2)16d TOE NAILS @ EACH END „ (U.N.O.) (OR / GYP. TYPE X @ (2)16d TOE NAILS @ FFFFFF�4CH END (U.N.O.) GARAGE W/A HABITABLE ROOM ABOVE) EE 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/ S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH TOP PLATE S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH 8"x8"xl6" NOMINAL BLOCK WITH STUD BELOW TOP PLATE STUD BELOW 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (1) ROW 2x BLOCKING @MID (12)10d NAILS U.N.O. 2x#2 SPF STUDS HGT. FOR WALL HGT. <_ V-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. _ J @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > 8'-6". SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". '- " @ 3rd PTS FOR WALL HGT. > 8 6 . 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 3/8" MORTAR BETWEEN SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD NSULATION PER CHART ON FLOOR PLAN 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" 0/C & ,c SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS SIMPSON SP1 w/ (10)10d NAILS @ 6" MAX FROM END OF 2 x PLATE 518"° x 10" "J" BOLT @ 24" O.C. W/ (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N CHAIRS (TYP.) " _ _ " 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE 2x P.T. BOTTOM PLATE UNDERLAYMENT FOR ROOF WWF OR FIBERMESH ELEV. 0'-0" ot O.C. OR 5/8"x10' WEDGE ANCHOR PITCH > 4:12 ` A.F.F. �� x 6 W1.4 x W1.4 @ 24" O.C.) 2 6 x 6 W1.4 x W1.4 2" 0 . e � (2) LAYERS TYPE I OR TYPE II ° ° a WWF OR FIBERMESH WWF OR FIBERMESH (#15 OR #30) UNDERLAYMENT I+ n 'AIE_ ° °, ° ° ° ° ' ° ELEV. -0'-31/2" `�- 31/2"MIN. 31/2" MIN. FOR UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. — P ° ° ° ° a h Fpp- ° a ° � ° ° A.F.F. O e .. e REQUIREMENTS SEE R905. PRE ENGINEERED WOOD I ° ° ° ° 2x4 CONT. ° s` ° � 31/2"(min.)- 4" 1/2"(min.)- 4" TRUSS @ 24" O.C. U.N.O. _ _ ° ° ° ° a ° g ° ° e , ° N I _ .. � ° .. —� rr rrr a •• r _ °O --ro • 12 HURRICANE ANCHOR @EACH - _ — � I ° ° a a ° ° GARAGE DEPTH VARIES ° 31/2" min. - 4'.. — — — (( N _ 31/2" min. -"4"" ) (NP') VARIES TRUSS (SEE UPLIFT SCHED.) W/ 8" - ° ° METAL PL. UNDER EA. TRUSS ° ° k- MOISTURE BARRIER TYPICAL INTERIOR BEARINGU.N.O. (2) #5 CONT. 4" 1� 8" (2) #5 CONT. 4" ' 4'' 8" INSu ION LE SHINGLE ROOF MIN.U.N.O. . 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rGG'� GARAGE SLAB AT STEP(*"B� TYPICAL BEARING WALL STEP SHEARWALLrc,**�TYPICAL BEARING WALL @ STEPrCC NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4 -1 0 „= ,_ „ S3 SCALE: 3/4 -1 0 1 _ 1 S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 ELEV. VARIES FOR ADDITIONAL SLAB — INFORMATION. „CEILING ALUMINUM DRIP 1-0-woo���`-4 STRENGTH EDGE BOARD PER CODE (R ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING e cs ��rGo srGc GE GYP. TYPE "X" @GARAGE W/A HABITABLE ROOM \12'N.O. 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" 0/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. ABOVE) W/DRYWALL EE SOFFIT SCREWS 7" O.C. @ 2x STUD SHEAR WALL REQUIRES 2x BLOCKING SEAMS. @ 0 oo N�� s ROW 2x SHEET CEILING & 8" O.C. WALLS LOAD BEARING OR EXTERIOR WALL 8" C.M.U. (2) ROWS OF 2x BLOCKING @ 2x STUDS @ 16" O/C `� (1) BLOCKING @MID HGT. WALL 1 -6 ' 2 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. 1"x P.T. STUD THIRD POINTS ULATION PER CHART ON FLOOR PLAN NOTE:FOR ROWS 2x BLOCKING 3rd PTS SEE SECTION C/S3 FOR @ FOR WALL HGT. > 8'-6". CHART ON FLOOR FILLED SOLID W/GROUT #5 VERT. IN FILLED CELL �� 7/8 STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION PLAN SEE CC/S3 OR v IAYERS W/TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE 1x2 P.T. HORIZONTAL G/S3 FOR ANCHOR "J" 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON N w/ SIDE IF APPLICABLE. NAILER 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK IL (10)10d NAILS STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6"EPDXY BOLT OR IMPSON SP1 w/ (10)10d NAILS @ EA. STUD MIN. 2500 PSI CONCRETE SLAB WI 2x P.T. PLATE (6) 1/4"x3 1/4" TAPCONS *SIMPSON SP1 SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING J SPACE ANCHOR BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 w/ (10)10d NAILS 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR w N END OF 2" x PLATE WWF OR FIBERMESH ARCHITECTURAL r- TYP' ASSUMED FINISHED PER MANUF. #3 OR #4 REINFORCING BAR W , , ° FINISH 1x2 PT WD FURRING @ 24" O.C. ' ' GRADE s ' n ° • z �. ° •D GRADE 40 MIN. Fy=40ksi a #3 & #4 LAP SPLICE ' ' ° 1111 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL MONO OR STEMWALL z ° = Cl) a p. FINISH GRADE O0 0,4 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksiJ a g p . • r r ' CELLS (SEE U.N.O. FOOTING MONO SHOWN > ° - w ° 1 FOUNDATION PLAN FOR CLARITY D _ °O 6 MIL VAPOR BARRIER ;• ° .' — R 1 7/8" — — FOR LOCATIONS) p o ° o I=III=1 I=I 1=III=1 I =I — j N z #5 REINFORCING BAR - 1x4 P.T. BASE NAILER p ° I I II I I I #5 LAP SPLICE (2) #5 CONT. 4"x4" INSPECTION D° 11 I I 1 1 II NOTE: ° I • a ON 3 CHAIRS 31/4" BASEBOARD PORT AT EACH = * g III=III= 1=III=1 I I= I= c� FOR BEARING WALL I-1 I I-1 I=1-1 I=1 11=' T . COMP. SOIL. (COMPACTED TO ° 36" MIN. LAP [36" MIN. LAP] (�,P ) 8" 1'�" 8" FILLED CELL TYPICAL W/ UPLIFT ONLY _ _ _ _ _ _ _ _—I 95%MODIFIED PROCTOR ASTM — 10" MIN. 2500 PSI CONC. SLAB cn AT GARAGE CONTRACTOR MIN PSI MAY VARY PER _ III=III=1 I I=1 1=III=III-1 1=1 I I=I 1=1 I=III=1 I 1=I i =1 1=1 -1 =111, II I=I I=I I=I I —I I —I I—III—III=1=1=I I I= I D1557) ,l , 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK TO CUT BLOCK OR POUR MUNICIPALITY. II it —I 11=III_-1 ITII I I,; II I #6 LAP SPLICE TYPICAL INTERIOR BEARING CURB DUE TO SLOPE CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF WALL W/UPLIFT rG W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 E SLAB INFORMATION. SLAB INFORMATION. e ► I' - Z �, er ° I. I 0 6 x 6 W1.4 x W1.4 SEE PLAN 1 1/2" RECESS FOR V 6 x 6 W1.4 x W1.4 1 31/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH \I 6 MIL VAPOR ° f ? T min. 4" 10d NAILS TO TRUSS TOP CHORD FOR TRUSS M BARRIER D p 1 N ° A v GRADE AT 24" O.C. MAX. SEE PLAN FOR CONNECTION INFO ° . :. COMP. SOIL. ° r a _ TOP OF BEAM & LAYOUT DESIGN : < .. ( COMPACTED TO 95% a 1 #5 REBAR w/ OPT. () SEE ROOF PLAN ° ° � c a'. � ° ° MODIFIED PROCTOR _ — — SCr EI EENCLOSURE (2) HTS20 FOR STRUCTURAL a ASTM D1557) BEAM SIZE & N G „ 3 MIN„ CLR. (2) #5 REBAR CONT. _ 4' CONNECTION INFO r� .� � . ° ' � „ ON 3 CHAIRS TYP. 4-1- 1-4 STD. 90 NOOK (SEE MIN. I . U.N.O. DETAIL) 2xaP,T. PLATE 2x4 #2 SYP P.T. FRAMING w/ TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE L u,s O.S.B. i MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING SEE A/S3/J/S6 8-1 FOR REINF. INFO. SCALE: 3/4" = V-0" S3 SCALE: 3/4"=V-0" S3 w � SCHEDULE OPTION #1 1/2" GYP. BD. COLUMN LOCATION Q > SEE TYP, WALL SECTION FOR ADDITIONAL P.T. 2x > w 6x6 P.T. #2 SYP � SLAB INFORMATION. OLD GYP. BD. " Lij i 2 FROM SLAB 01-0" J CONT. BEAD SEALANT � ABUss SLAB STEP & RECESS S.G.D. rM OPT: DEPRESS SLAB 5Y" SCALE: 3/4"=1'-0" S3 DEEP AND 6" BEYOND ° < DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND • . INTERIOR 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND PAVERS / DRIVEWAY EXPANSION JOINT ° ° ° ° -3 1/2" SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL w/ 1/4"x3" TAPCONS AT 8" CONCRETE SLAB 14' O.H.D. RECESS z 13" O.H.D. RECESS GARAGE ATTACHMENTS & 18/D1 O.C. PAD FOOTING PAVERS r CONCRETE NAILS W 1 1/2 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL EXTEND FILL CELLS C' = EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS 8"O.C. TO FOUNDATION PAD E ' '. • ; �:•; :., ', :' •. STAGGERED, FROM BOTTOM INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. r ' .: ';. ' �' "' '' :. ' V. PLATE TO CONCRETE ON FLOOR PLAN SIZE VARIES PER PLAN M • _ _ 1 :•;' .' •" ''' — `t •� ' _ _ •; '� (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS oo Z GRA a ° —j • .• 4" oQ i. op TENSION 120#) CONCRETE SLAB _ �., FILLED SOLID (SEE PLAN FOR = _ _ _ a ° '• ' • ' •• ° 411 = 6 x 6 W1.4 x W1.4 %, SIZE AND REINFORCEMENT) _ _ c7LU - ° °• = =1 +.:. ' •,' ::''' 1 •� i +.: ' •, ::'' •" _ WWF OR FIBERMESH °° Z w— — —I I=1 i w I 1=1 I 11=II I=I I I _ ' E_ ° __ i r I=1 ^ `�"=III= BRICK PAVERS or SLAB PER o w LU w � � Z p o -1 =) ! • ° a _ —_ _ z qa •'� SEE A/S3 OR J/S6 - 1 FOR REINF. INFO. 3" MIN. CLEARANCE •'� : • SEE A/s3 OR J/ss FOR REINF. INFO. 3" MIN. CLEARANCE 1= -1 ° V-0" FIN. FLR. COMMUNITY SPECS a - =1 11== 1=III III III=III—I 1=I 11=1 I I I I=1 11=III— FOOTING 1=III= I I —III= - I-' BEYOND > 6 MIL VAPOR -= i' = —i,—� — = -I I —I L--=1 BARRIER L—III—I I -I I I=1 1=1 1=1 1=1 r = IF I —I I —I I (—III= I- 1 x 1 N 1 (1 STORY) / 1-8 (1 STORY w/ DEPRESSED SLAB OPT.) 1 N 1-4 (1 ST RY) �I I I I f I III .: •' ti_• �� . , —� I —III —III— „ PAD REINFORCEMENT 3 MIN. CLEARANCE 1' 8" 2 STOR ( ) V-8" 2 ST RY ( ) 11 11 4 4 �, :..• :, SEE FOUNDATION SEEFO (SEE SCHEDULE) FOOTING WIDTH � •.. �• PAD INFO. SEE SCHEDULE GARAGE DOOR SLAB RECESS J,1 GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMINGrCD12 PATIO COLUMN FTG. DETAILrN SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SCALE314"-V-0* SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. U zC, z� z U) z In 0 0 4-J Lu "V — 0 w v) V) U mo oCs c o ¢ rn OW o W-) 2L la;<Cii AL B D• N��-�D•dC 1— /—• N N a LY��� a LY 0 Z 0a o W pJJI o GCO ��• "ISSEco Zz E S S' iO ON Ilff tti'i.� Ll 'f To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com Z< C/) J a 0 oa f$ij 0 r G 2:Q. F. j Z tY o: y o :a d' 0 W U = Q ^t O < Lu Z ,^-1 J rl W Q Lli x Zg a Z ~W< p1 4# Z8 0° O oo g =LLI •-�. 0- cn o SCALE . AS NOTED DATE : 3/7/2018 TECH: JMUROSKI VERSION NO' 4mO SHEET NO. S3 12 (TYP) 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 DOUBLE Zx TOP TONEAILS SPACED PLATE EVENLY HEADER FLUSH TO OUTSIDE OPTION 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. SL� SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) KNOCK -OUT BLOCK W/ (1) #5 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 F---POINT EVERY OTHER "—« « STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING —� FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d o NAILS AT EACH STUD BLOCKING (TYP.) S 2x P.T. PLATE OOF TRUSS 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. MOISTURE BARRIER ,o AND FILLED SOLID W/GROUT 5 1 #5 VERT. IN CONC. FILLED CELL W/ —J m STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL rF� VENT OR 2ND FLOOR 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL STANDARD 3" DIA. TEE 3/4" FURRING STRIPS THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS FOR CLEAN -OUT @ 8" O.C. OR 4d MIN. EXTENSION FROM DRYWALL NAILS EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 21/4" DRAIN WALL CLEAN -OUT rA SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW NOTCH LINTEL WHERE REQUIRED 7 FOR CONCRETE PLACEMENT / Snowr_m M Amww�mwqm STD..'HO GREATER THAN 6'-O"WIDE (U.N.O. ON OPENINGSEE FDN. PLAN FOR LOCATION FILLED CELL W/ (1) #5 VERTICAL � EMIR III ■I'PP '��.'-. NOTES: 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. G S4 SCALE: N.T.S. S4 WIDTH OF OPENING VARIES 4" o FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL rn � ` wT T O FORM CREATES CONCRETE RECESS TO 2x4 (NO M.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH Q TO ALLOW SPACE FOR FLAT MASONS TOOLS 00 (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY �o FL MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END o MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) `- FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION o K/S4 GARAGE ENTRY FORM DETAIL = SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE ca GARAGE FLOOR SLAB 8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TROWEL FINISH SEE � GENERAL NOTES GARAGE DOOR ROLLER GARAGE DOOR TRACK SLOPE FORWARD CONNECTION ASSEMBLY FOR DRAINAGE :.` GARAGE FLOOR i TRAVEL DIRECTION OF GARAGE DOOR 02 MOUNTING BASE DETAIL ` SCALE: N.T.S. ° d a a a � SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED M FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL rp SHED FORWARD THIS DRAWING. SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" WALL EXTERIOR WALL SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING 1ST COARSE 2ND COARSE I3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT D SCALE: N.T.S. S4 VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TRUSS BOTTOM CHORD OR 2x4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO BLOCKING W/ 2-16d TOE NAILS NOT TRANSFER LOAD. @ EACH END Q d WALL DOOR STOP w U a d MOLDING v? a T d 2x TOP PLATE GARAGE 2-16d NAILS @ 24" O.C. OR DOOR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2 x 6 P.T. 2x STUD @ 24" `' O.C. MAX. -PROVIDE P.A.F. NAILS OR 2x P T PLATE EQUAL @ 12" O.C. SEE TYPICAL WALL SECTION 12 (TYP-) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. /-CRICKET AS REQUIRED SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS SIMPSON HETA20 w/ (8)10dxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT LMAIN IN KO BLOCK AT EA. STUD SPAN ROOF TRUSS MOISTURE BARRIER UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL f E PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE-7 i1� NAILS TOTAL) EA. SIDE OF O/S 48SPLICE STAGGERED 10d @ 8" O/C SEE A/S3 FOR STAGGERED FROM BOT. DOOR TRACK � u \/ EXTERIORLSTATTACH AL UDS REINF. INFO. PLATE TO CONCRETE W/MOUNTING ANGLE W/ 4 16d TOENAILS TO P PLATE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE: FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE BOTTOM SP AT LEAST 4'-0" LONG. TYPICAL OVER STUD IC TYPICAL INTERIOR NOW WOOD FRAME WALL j TYPICAL GARAGE DOOR BUCK r K TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 SCALE: N.T.S. S4 SCALE: N.T.S. S4 F= 2240 LBS SIMPSON SIMPSON SIMPSON C HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1)LSTA30 4'- 9' (2) (3) (2) 1 (2) 1 (1) LSTA30 9' -16' (3) (4) (2) 1 (4) 1 (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR 2x CRIPPLES @ GREATER HEADER 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) (2) 2x HEADER SEE PLAN 10d x 1 1 /2" AT EA STUD (USE SP6 FOR • INTERIOR HEADER: S4 2x6 WALL, USE SP8 (1) 2x SILL PLATE W/ (2) FOR 2x8 WALL) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: 10d NAILS @ 8" ONLY (1) 2x SILL PLATE W/ (2) O/C TYP. 12d TOENAILS DOUBLE 2x • OPENING LARGER THAN 4 FT: CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON TYPICAL (U.N.O.) LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 SIMPSON HTT4 TYP. Op OR U.N.O. SEE N/S4 �N�NC ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° o ° • HTT4 w/ (18)10d NAILS (3610# SPF) ° o • HTTS w/ (26)10d NAILS (4670# SPF) ° ° • DTT2Z w/ (8)1/4" x 1 1/2" SDS (1835# SPF) ° o ° • HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (2215# SPF) • HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (3285# SPF) _ • HDU5-SDS2.5 wl (14)1/4" x 21/2" SDS (4065# SPF) • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) • HDU11-SDS2.5 w/ (30)114" x 21/2" SDS (6865# SPF) • 5/8" DIA, x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT wl WASHER & NUT C • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT HTT / HDU TENSION TIE N SCALE: NTS S4 SP4 SP2 I SIMPSON SP4 SP2 SIMPSON SP4 2X TOP PLATE IsLi .,., I_— ,. _- „ ,. 7 OVERLAPPING TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL d 40 d P.T. ATE a TRANSOM FRAMING \-NAILED INTO TRANSOM FRAMING 10d NAILS @ 6" STAGGERED SEE SECTION AA/S1 AND BB/S1 FOR Z- ADDITIONAL DETAILS SIMPSON SP1 RECESS SIMPSON SP4 SIMPSON SP4 J-BOLTS @ 24" O.C. MAX LINTEL 2X P.T. PLATE SIMPSON SIMPSON SP4 SP2 -NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 ROOF TRUSS ABOVE 2X BLOCKING a I I \2X8 P.T. BOTTOM P TE 5/8"xl0" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 - a a 2X8 P.T. BOTTOM PLATE D BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) -(2) 16d TOE NAILS EA. BLOCKING ' 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING o o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. PER BOTTOM o PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R SCALE: N.T.S. 0 !90 z_o z� z a Wed 4--J `U 11J -V — 0 w N C U I.0 '- _ wh o0 m C MM t, o0o U �W ¢ C21 0 0 B D. � � N IJi � .� Lcl Lac. �Lit W V¢f^a Z 0 s-�a O � �. � � �LL; Imes ¢ c � U, 1 � � U 0 p �cps.- FLO r•`fI��Q' oOF E SSXO�r�1���` To the best of the Engineers knowledge, information and belief, the stnx:tural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Reskkntial 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 za f� uj�e � V Z O U fu V tc� Z J L g ^^ �3 CU uj O :d uj 2 � J oho J Y 0 N. LU z ce i� wce Q ^� Z W J Ln ri L1J W Z r- lY Q � Q Z 00 Z 16z8 rn oo g = < f ,--a I a cn o SCALE : AS NOTED DATE : 3/7/2018 TECH: JMUROSKI VERSION NO. 4mO SHEET NO. S4 SIMPSON HGAM11 W/ (4)1/4"xl 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 H10A w/ (18) SIMPSON SP4 w/ TOENAIL W/ (2) 16d NAILS SIMPSON H10A w/ (18) (6)10d x I NAILING SCHEDULE FOR 2"x4" 1Od x 1 12" AT EA. 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. SEE STRUCTURAL NOTES 1 12 AT ') STUD (USE BACKNAIL wl (2)16d NAILS SIMPSON H10A w/ (18) SHEATHING DETAIL OUTLOOKER OUTLOOKER SP6 FOR 2x6 WALL S " @ 24" O.C. NAILING SCHEDULE FOR OUTLOOKER @ 24" O.C. TOP CHORD SHEATHING DETAIL OR 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 H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2)1Od 3" FOR FIRST FOUR ROWS EDGES OF 2x4 CRO BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24"O/C. CMID HEIGHT OF TRUSSES @ EDGES SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF [2X4 OF SHEATHING TYPICAL TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND48" SHEATHING TYP. KICKER 2x8 SYP#2 "L" BRACE TO O.C. EACH JOINT W/ (3) 10d AT LEAST 90% OF WEB 8'-0" 0/C. EXTEND AT LEAST 90% OF MAX. & (2)1Od TOE NAILS @ 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) J 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT H2.5A w/ (10) 8d SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROMLSIMPSON FROM LEDGER TO 7/16" OSB SHEATHING & (2)10d TOE NAILS @ BLOCKING ATTACHED W/ 10d EA. END NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1 OdX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS 7 OSB SHEATHING ATTACHED 1 Od NAILS 6" O.C. INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ @ EDGES AND 12" O.C. FIELD 2x4 PANEL BLOCKING @ 2x4 '7 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 1" BRACE HERE ROWS OF TRUSSES FRO @ 48" O.C. MOISTURE BARRIER " „" „ 5/8 x 10 J BOLT @ 48 O.C. WEEP SCREED EA. END TYP. TOP & BOTTOM ATTACHED w/ 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)1Odx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. 16d TOENAILS PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 10dx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4)1/4"x21/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK GABLE WEB SECTION r2"'� WEB, USE MSTAM36 w/ (7) 10d NAILS & (4)1l4"x21/4" SCALE: N.T.S. S5 SCALE: N.T.S. Srj TITEN ON OUTSIDE BACKNAIL W/ (2)16d NAILS SIMPSON H10A w/ (18) , U E 2) SEE STRUCTURAL NOTES 10d x 1 12 AT EA. SP8 FOR 2x8 WALL) AND NAILING SCHEDULE OUTLOOKER 2x4 OUTLOOKER FOR SHEATHIN DETAIL @ 24" 0/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. EDGES OF FROM RIDGE FASTENED AT APPROX. 8" FROM SHEATHING TYP. EACH JOINT W/ (2)10d & (2)10d RIDGE FASTENED AT "L" BRACE TO EXTEND TOE NAILS @ EA. END EACH JOINT W/ (2) ; AT LEAST 90% OF WEB 10d & (2)10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2)16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD (2)16d NAILS BOTTOM ATTACHED 48" 2x BLOCKING W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH M 2x4'T' ON TOP OF PANEL 1Odx3" @ 4" O/C BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"xl 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 ( )1 Od 2X4 LEDGER (MATCH BOTTOM NAILS AT EACH STUD CHORD SLOPE OF ADJACENT DBL. TOP PLATE TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. 85 1 Od x 1 12" AT EA. 2x4 OUTLOOKER REFER TO DETAIL J ON SHEET S5 FOR r SEE STRUCTURAL--,,,.OUTLOOKER @ 24" O/C X-BRACING, AND TOP N " NOTES AND NAILING TOP CORD CHORD BLOCKING NF t SCHEDULE FOR BLOCKING FOR INFORMATION `� ao SHEATHING DETAIL FIRST FOUR ROWS 1 1 2"x4" CROSS BRACE OF TRUSSES @ 1/ 24" MAX. EDGES OF WOOD TRUSSES 00 ;0 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 NAILS @ EA. END TRUSS SPANS GABLE TRUSS ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING 1/2"CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2)16d NAILS OSB SHEATHING ATTACHED AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF W/ 10d NAILS @ 6" O.C. OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS FIRST (4) ROWS OF E ES AND 12" O.C. FIELD 2X4 BLOCKING @ 24" " TRUSSES FROM EA. (D - - 0.148 , L = 3) OR EQUAL (D = 0.207 , L = 41/2) OR EQUAL (D = 0.207", L = 41/2") OR EQUAL O/C w/ (2) 16d END TYP. TOP & JACK TRUSS TOENAILS @ EA. END NOTES: BOTTOM ATTACHED SEE PLAN FOR 1) 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/ - . _ 1 Odx3" @ 4" O/C (2)12d TOENAILS EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON - LOAD BEARING LOCATION B.OU C., SAMEON NUMBEROF ROWS, SAME LS. (ONE INTO EACH OUTSIDE SPACING) OF a D � ) SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION g c ADDITIONAL INFORMATION. g N G 45° rn CO MINIMUM 2x CROSS BRACING m (SEE PLAN FOR LOCATIONS) A (2)16d PER JOINT tt�p O CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 rn -o CROSS BRACING DETAIL J SCALE: N.T.S. S5 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)1Od PER JOINT 10dx3" O/C @-/2"x4 TOENAIL 6" O/C RUN W/ (2)16d TYPICAL NAILS " ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. 1 GABLE TRUSS o � 3 "L" BRACE W/ 1 Od @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE Go o AND LOCATION) i 6.9 MAX. 2 S5 0 c H 0 U 6 S5 i a 8 a as a a. •a •. a a .° •• •a ,• :° `CONT. BEARING S2 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-ENGINEERED WOOD TRUSSES S5 SCALE: N.T.S. SrJ OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP MINIMUM (2)16d PER JOINT \- MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL (�_M SCALE: N.T.S. Srj " BRACE W/ 10d @ 4" O/C 3EE SCHEDULE FOR SIZE kND LOCATION) 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)1Od 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 HGAMIOKTA w/ (4) MOISTURE BARRIER 1/4"xi 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" BOND BEAM TITEN TO CMU MASONRY WALL H-K 2x4 BLOCKING 2x4 "T' BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED14�" 1 Od NAILS O.C. TYPIC GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1 Od NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM 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 -% I CONTINUOUS BOTTW CHORD BRACING 2X4 MIN. _ I1 :IN �I���I N�■II ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. @ NON - LOAD UNEVEN CLG. � BEARING LOCATION ) E SEE TYP. WALL SECTION FOR SCALE: N.T.S. SrJ ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - 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" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4)1/4"xl 1/2" SDS SCREWS TO TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES (TYP.) i--GABLE TRUSS GABLE �END vBRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 11'-0" MAX. 0 0 a c�- CORNERJACK Y V¢ W z Cr 0 " HIP FRAMING REFERENCE PLAN 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) '7 BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL 31 /TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION C9 zo z J a U) z t.n CD W' rN {- (1)(0 0 •p w � U WM M mn �C-, OoN ¢ CM �i Q o A 1 0� r N �O � h N Z Z � � z W u- W kZ O � n g opd d� Z Nei+~_ S � LL LU "\ 4 DSE➢i�C• �' < O RO F E S SkO' f1lttid(titit'4t1�� 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. LEN NAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com W Z< V OC 2 2 �W J _ olyc Q® JZ w 7,1u, U 01 z oho J Q UDC *k ^ LL tom ° Lu z z J Lij t—I aj Q z Z ZUJI S m 06 g = rn ,-i 0- cn s SCALE : AS NOTED DATE : 3/7/2018 TECH: )MUROSKI VERSION NO' 4mO SHEET NO. S5 L- 0 N r- M 0 M 1X4 1/2" DRYWALL i i 1/2" DRYWALL DOOR JAMB REFER DOOR JAMB (REFER 1 X 4 ( 1 X 4 1/2" DRYWALL , UNACCEPTABLE INSTALLTION I DOORJAMB (REFER TO SHT. SDW2-K1 P.T. TO SHT. SDW2-K1 TO SHT. SDW2-K1 FOR CONN. DETAILS PROPER INSTALLATION MAX. $" DO NOT DO THIS ' 2'k 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 3/16" 0 X 3" LONG FURRING 3/16"0 X 3-1/2" LONG 3-1/4" LONG X 3/16"0 FURRING TAPCONS FURRING #5 REBAR AND NAILED W/ 8d COMMON @ 6' O.C. EDGES AND 12' O.C. FIELD 2X BOTTOM PLATE W/ 8d 4 O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCONS STAGGERED STAGGERED @ 16" 2X8 (TYP,) BLOCK@ SPACING „ DETAIL 1 1X8 P.T. STAGGERED @ 16" O.C. O.C. 2-ROWS INTO 2-ROWS INTO 1X8 2x BAND JOIST W/ FACE NAIL PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL MASONRY THROUGH 3 1� DETAIL `5"TD. STD. 90" ` /� 90° HOOK (TYP.) 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 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" TAPCON @ 16" JLJIL METAL SEAT PLATE 1 X4 P.T. NOTE: O.C. & 4" FROM 3/16" x 3 -1/2" DOOR JAMB (REFER 1 X 4 1/2" DRYWALL LAP SHEATHING TO DOOR JAMB (REFER EACH END W/ MIN 2" EDGE DIST. DOOR JAMB REFER TAPCON TO SHT. SDW2-K1 FOR ( TO SHT. SDW2-K1 CONN. DETAIL BOTTOM OF BAND TO SHT. SDW2-K1 JOIST TYPICAL FOR CONN. DETAILS FOR CONN. DETAILS 10d @ 12 O.C. 1 X 4 — � FURRING — 2X8 P.T. WITH 3/16 0 X 3 " ' +_2 NOTC FIRST COURSE SIMPSON HGAMIOKTA 12" O.C. w/ 4 1/4x1 1/2" SDS SCREWS 2Xg P.T. LONG TAPCONS 2X8 2x P.T. AS REQ'D STAGGERED @ 16" O.C. ` INTO BAND JOIST & (4)1/4 x2 3/4" TITEN K.O. 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1/4" DETAIL t5 NOTCH WEB AT FIRST 2 COURSES E ' ` INTO BLOCK BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED 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 UPLIFT CAPACITY W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A = 16110 # FOR 2 STRAPS FILL 1st4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX01 2'-0" 8° SOLID wiGRour 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)114"X2 1/4" TITEN = 2150 #) 2 x 8 45' DIAGONAL (4)10d NAILS INTO LEAVE A CUTOUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION ° 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 1/2" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 X $ 45 DIAGONAL BRACE AT EA. CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. a~ •a - SCRIBE (NOTCH) BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3)10d NAILS AT EA. END RETROFIT TRUSS DETAIL OVERRAN �` ., -: •: '., CONNECT W/ 8d NAILS BRACE/ BLKG. . jm\\INSTALL N.T.S. WDW. SCREW ANCHO 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB PROVIDE TAPCON WITHIN ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 . RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER A 4 MIN. OF BRACE " 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 2 -6 FOR OVERHANGS BETWEEN 3/4"To11/2" 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 Z-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 REO'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 + + + 4ENGTy PLYWOOD SHEATHING 11- O11 51- O11 JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + BLOCKING AS ° '� • WITH 1l4" x 31/4" TAPCON (1 1/4" MIN. B_B ROOF SHEATHING ATTACHED + REQUIRED ° • . • 4 „ EMBEDMENT INTO C.) /4 MAX PER NAILING SCHEDULE ALL TO SUPPORT TRUSS + ° ° ' ' '> °" #5 BAR BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 2,-0" 8" 5 12d NAILS SIMPSON () SOFFIT + + . .. ° CENTERED W/ p• 10" ° ? ` ° BLKG. &BUCK 2X6 TO 2X4 H2.5A w/ (10) 2X4 SYP ► . e ° H — IN TOP 4 1 X 4 FURRING 8d NAILS EACH TRUSS KNOCKOUT / nl —� •• '; ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ � CONNECTOR � — y FOOTING•, MONLj PROVIDE 2 x 8 DIAG. BRACE B (3) SIZE AND RE NFO ER AN ° VERT. BRACES WHEN HGT. OF AT EA. SIDE 12d NAILS SEE LINTEL AND SECTION DETAILS BRACE EXCEEDS 24 BUCK- ( BUCKTAPC- (1) WITHIN 4 JACK TRUSS PROVIDED BY SCHED. LEAVE A CUT OUT IN O.S.B. ON T MIN, OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL ° • ° ! 2 x 8 VERT. BRACES INSIDE TO ALLOW FOR INSULATION () ARCH #2 SYP @ 24" O.C. ENTER SO IT .► DIRT TO BE INSTALLED BUILT UP PLWD. BUCK - 4'- 'MAX E PLAN PRECAST LINTEL NDARD ° °•'.o °F90.1 SCRIBE NOTCH BACKSIDE 7/16" OSB ARCH PANEL (NOTCH) 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION a HOOK iv #5 BAR IN TO FIT ARCH CONNECT W/ START OF ARC IF TRUSSES USED) W/ (2) #6 X 4Yz' WOOD FOR OVER HANG FILLED CELL - •_ �� •� °� •_ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") ' , , ' , BTWN, OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE (2)1/4" X 31/2" TAPCONS AT 16" • ` INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. �� °• � � °• � � � °• � � f ° � f ° ANCHOR INTO ARCH BLKG. rK STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS ARCH DETAIL 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: 3l4" =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 HTT4 x 1 S2" MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER "SQUEEZED" W.W.M. AT PERIMETER NAIL 1/2" NAILS STUDS & (1) - U S & (1) COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. 5/8" DIA. ALL THREAD ROD L #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) OCCURS TOP WITH MIN. 3" EPDXIED w/ SIMPSON "SET' a z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 6�_0�� EPDXY MIN. 6" EMBEDMENT & O SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER F'F' 3" MIN. EDGE DISTANCE � FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP �+- LU NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ,1. p U THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL , ; o LUoJ. A REINFORCING AS FOLLOWS: - a 1 " PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT1- P 0 PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ > ° v Z #5x6' EMBEDDED INTO g EXISTING FOOTING (2) #5x6' IN CONC. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL _ rn FILLED CELL SMOOTH. DO NO FURROW. e , .° N DRILL 3/4"x5" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE o. o SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP p e : ^: G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: Cl) REMAIN FREE OF MORTAR. z \ \ H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° 0 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ D. (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. Of COVER EA. WAY LA SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4"-11.011SCALE: - 3/4„= -1-0 „ FOR WIND SPEEDS UP TO 110 MPH", PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. cD "' zg CO Ln CD �, +—+ W � o •p W U mo W � " = g1 M M N U O 0D QLo to A 1 eq N ztt � Z IDz z � �. w a N; � LULU Z0��l �a t7 H C44LLM � m rn ar a °n W N t4liti; °h s QO - CL err 4•�'•••....••`O�j.. F E Q 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 U z< �zO0 Llu CJ Q r U U13 O _ W T Cj) Z LU CC Vr Zf Z V-4 LU Q Zg 4k Z LS m O = r� aLU rn ,--i I CL cn o SCALE : AS NOTED DATE : 3/7/2018 TECH: JMUROSKI VERSION NO. 4n0 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 NAIL IL NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 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—i COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS MAX & EACH END ALTERNATE DIRECTION TYP. —� c 8 00 3 m EI ----LWOOD TRUSS J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE: 3/4" = V-0" CB wl L- 1 %ju % Lnt/1 1 1 1 .\.,.,.., • • LLJ 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 7 PRE-ENG. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — CHORD AT ALL HAND FRAMED AREAS TYP. DIAGONAL - AT 8'-0" MAX WOOD TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT• A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS (2) 12D NAILS —' AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE:NTS HIP G.T (2) 2x8 #2 SYP w) O.S.B. FLITCH Pt TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY 2 MASONRY WALL - 4 SCALE. 1/2 - 1-0 SIMPSON LSTA18 SEE PLAN VERTICAL SCAB 2 x 6 w/ (12) 10d NAILS SIMPSON HUC410 w/ (14) #2 SPF 48" O.C. W/ (4) CENTERED AT 16d INTO HEADER & (6) FOR CANT. 10d TOP & BOTTOM SPLIT TO TIE 10d INTO BEAM -SEE OR SIMPSON H2.5A w/ BEAMS TOGETHER ROOF PLAN FOR MORE (10) 8d NAILS _ INFO COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. 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) 10d COMMON TOENAILS TO TIE BEAM 2X4 CONT. ATE 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 -OIL VARIES Y i i 2X4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d _ TOENAILS TO TOP - PLATE & (2) 12d END MIN. (2) 2x4 NAILS TO TRUSS FPLATEPFF p BOTTOM CHORD 3 ROOF SHEATHING ATTACHED PER NAILING SCHEDULE COMMON TRUSSES. SEE TRUSS PLAN FOR CONNECTION INFORMATION. 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 gk SEE PLAN FOR PLATE BELOW TOP OF WALL o MIN. 2X4 #2 SYP P.T. PLATE �. W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE 16" O.C. MAX. INFO. SECTION @ ENTRY r8 SCALE: 3/4" = V-0" SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( 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 SC EDULE/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A � A SEE PLAN FOR O O SCALE: 3/4"=V-0" SEE PLAN FOR SIMPSON CANT. IF MTS18 w/ (14) INDICATED 10d NAILS TYP. U.N.O. CORNER dSEE FOUNDATION PLAN FOR MORE INFO a /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) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @FLOOR CONNECTIONK22� SCALE:NTS SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. iv 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 �.. HETA16 wl (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM . BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN 4. (24) 10d 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 SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ ENTRY FRONT WALL s SCALE: 1/2" = 1'-0" 2x4 #2 SYP NAILER. NAIL TO STUDS w/ (3)16d AT EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3)10d ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION SIMPSON LUS26 w/ (8)10d NAILS � OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8)16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 41/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: NTS LOW ROOF/WALL� SHEATHING ATTACHED PER NAILING SCHEDULE 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/--' L (2) 2x6 BLOCKING UNDER FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE: 3/4"=1'-0" 1\1"i DETAILS &SECTIONS U' zM P. z� a u, z c n (D 4J u, +-� w in •U - 0 LU U W mo N M r- _ Pm O o N "- o U ¢CM LOB a;Qo B D. V N O • Y. Z LU C fJ.' �z°] 4n) - (I• 3 LL n O L:a LL LU a LLB¢g a in Z 0 ¢� Q O�3 oC4?5 m °m IULz� o'er W a N� lc o \r,\111iti111 0 Q:-z Q �0 r��i! I Ill 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 60 a 'ME w 4 U O Z 11 Z '� W i U)� Z a : a '9 Z w Uz C �/ LLJ 3 =1 W O -p 'a t--I 41- U) 0,5 U = 0% r l U) Q 0.— 6 o„ O9� 9050 a d. Z LU In tii 1628 J rl W Z Z U $�8 � 10 Z Ira On I 00 g LU Lno SCALE : AS NOTED DATE: 3/7/2018 TECH: JMUROSKI VERSION NO. 4nO SHEET NO. D1 FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE WEATHER �RESISITIVE BARRIER WOOD FRAME CONSTR. TAPE EXTERIOR SELF -ADHERED FLASHIN s SHEATHING BY LAPPING DOWN -, OVER RIM JOIST AND UP WALL BY 6 IN. (ABSI.M. WM-) s WEATHER RESISITIVE z BARRIER SEAL TOPS OF JOISTS - UNDER DECKING SELF -ADHERED FLASHING (SEE DETAIL WP07) 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 EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING -� DO NOT FLASH OVER BOTTOM NAILING FLANGE NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW 8 2 SELF -ADHERED FLASHING E AM 0 WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"A" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"A" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING 3" MIN - RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING PATCH SELF -ADHERED 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 NEEDED IN CORNERS THROUGH SELF -ADHERED FLASHING -� rem 0 RUBBERIZED RUBBERIZED ASPHALT ASPHALT ADHESIVE ADHESIVE SELF -ADHERED FLASHING SCORED RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) I� SELF -ADHERED FLASHING INSIDE CORNER Ground SELF -ADHERED FLASHING ■ SELF -ADHERED FLASHING ■ • DECK JOIST , OUTSIDE CORNER I • FOUNDATION WEEP SCREED 1 O Water Resistant Barrier Lath Sheathing Stucco FLASHING REQUIREMENTS R609.1 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. R703.2 Weather -resistant sheathing paper. One layer of No.15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.4 Exception: Omission of the water -resistive barrier is permitted in the following situations: 1. In detached accessory buildings. 2. Under exterior wall finish materials as permitted in Table R703.4 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.6.2.1 Weep Screeds A Minimum 0.019-inch (No. 26 Galy. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 Detail Instructions Refer to the number marked as t #�in each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing / LZ 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 m SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all Z c Z Z <C a Z 4--1 w �6 0 -V - Ow V) = F- U °P -m W o F-- N rW VM7 _ C) ..1 O o0 L a: CD <C rn o�iQ¢o A 1 6 D. N C B D C Z LU z° J _ W L4 (jLL�.LU V a z Q iW D a 0 y ¢ a ♦Z Fee V y ' o co t GG ¢ 1.1. E W Q -B-. a d O U V O WWW.FDSENG.COM L-i L_J co 0 CV 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 P W Z< wa 0: r_Z U - I J 8�ir ce 1 C \./ LL O �3 �Q Q ZW X -. U W 0 < g o J Q V 9 Q�LuOe Z J T-4 W < Z i3 F a Z Z yrjSS m 00 Z _ ui .--I a to s SCALE : AS NOTED DATE : 3/7/2018 TECH: JMUROSKI VERSION NO" 4sO SHEET NO. WP SI MPSON Strong -Tie March 20, 2018 Re: Wood Construction Connector Compliance for 2015 International Codes & 2017 Florida Codes To Whom It May Concern: Section 2303.5 of the 2015 International Building Code (IBC) and 2017 Florida Building Code (FBC) specifies that joist hangers shall be tested per ASTM D7147 Testing and Establlshing Loads of Joist Hangers. Previous versions of the IBC and FBC required testing to comply with ASTM D1761 Test Method fa Mechanical Fasteners in Wood. Both methods determine a connector's allowable bad as the lowest of the following: 1. Lowest ultimate of three tests (or average of 6) with a safety factor of 3 2. Average load all/8-inch deflection 3. Calculations per American Wcod 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 woad specific gravity. The tested ultimate loads must be adjusted when tested material properties exceed the specified properties. ICC Evaluation Services (ICC-ES) revised AC13 Acceptance Criteria for Joist Hangers and Similar Devices in October 2018 to incorporate a methodology to evaluate products to the 2015 ]-Codes. Simpson Strong -Tie is working on re-evaluating wood construction connector loads to the new standard to update our product evaluation reports to the 2015 1-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 departrnents 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 6/302018 when it will be re-evaluated by Simpson Strong -Tie. Please visit www,stroncrbe.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 800.999.5089. Sincerely, SIMPSON STRONG -TIE COMPANY INC. AP4 Keith Cullum, P.E., LEER AP Engineer, Southeast U.S. Branch Page I of I dw(BDW Simpson Strong -Tie Company Inc. 2221 CountryLane McKinney,.Tx 750S9 Phone: 972.542.0320 Fm g72.542.4130 www.sacnatie.cem A3 _ ," A232 FL10448.2 FL17244.1 ESR-3455 ESR-26M HD210-2 FL17232.3 ESR-3445 HU210.2 FL10856.4 ESR-2549 HD212-2 FL17232.3 ESR-3445 HU212-2 FL10856A ESR-2549 HD216 FL17232.3 ESR-3445 HU216 FL10856.5 ESR-2549 HD216-3 FL17232.3 ESR-3445 HU216-3 FL10856.1 ESR-2549 H026 FL17232.2 ESR-3445 HU26 FL10856.3 ESR-2649 HD28-2 FL17232.3 ESR-3445 HU28-2 FL10856.4 ESR-2549 H0410 FL17232.4 ESR-3445 HU410 FL1085&9 ESR-2549 HD412 FL17232.4 ESR-3445 HU412 FL10858.9 ESR-2649 HD610 FL17232.4 ESR-3445 HU610 FL10856.10 ESR-2649 HD0410 FL17241.7 ESR-3444 HUCQ410 FL11488.11 SIM200804 HGA10 FL17699.1 Evaluation Report HGA10kT FL11470.4 SIM200803 HGAM10 FL17699.1 Evaluation Report HGAM10KT FL11470.4 SIM200803 HHCP2 FL17236.7 ESR-3448 HCP2 FL10447.2 ESR-2551 HTA18 FL17680.4 Evaluation Report HETA16 FL11473.5 SIM200802 HTA20-18 FL17680.4 Evaluation Report HETA20 FL11473.5 SIM200802 HTT16 FL17324.2 Evaluation Report HTT16 FL11496.1 ES-0130 HTT45 FL17324.2 Evaluation Report HTT22 FL11496.1 ES-0130 HTW16 FL17244.8 ESR-3455 HTS16 FL10456.22 ESR-2613 HTW20 FL17244.8 ESR-3455 HTS20 FL10456.23 ESR-2613 HTW24 FL17244.8 ESR-3455 HTS24 FL10456.24 ESR-2613 HTW30 FL17244.8 ESR-3455 HTS30 FL10456.28 ESR-2613 HTWM18 FL6223.2 Evaluation Report HTSM16 FL11473.11 SIM200802 HTWM20 FL6223.2 Evaluation Report HTSM20 FL11473.11 SIM200802 HUGT2 FL6223.3 Evaluation Report HGT2 FL10456.18 ESR-2613 HUGT3 FL6223.3 Evaluation Report HGT3 FL10458.19 ESR-2613 HUS210-2 FL17232.6 ESR-3445 HUS210-2 FL10856-R4 ESR-2549 HUS212-2 FL17232.6 ESR-3445 HUS212-2 FL10858.11 ESR-2549 HUS26 FL17232.6 ESR-3445 HUS26 FL10858.11 ESR-2649 HUS28 FL17232.6 ESR-3445 HUS28 FL10856.11 ESR-2549 HUS28-2 FL17232.6 ESR-3445 HUS28-2 FL10858.11 ESR-2549 JL24 FL17232.7 ESR-3445 LU24 FL10655.103 ESR-2549 JL26 FL17232.7 ESR-3445 LU26 FL10855.104 ESR-2549 JUS210.2 FL17232.11 ESR-3445 LUS210.2 FL10655.107 ESR-2549 JUS24 FL17232.10 ESR-3445 LUS24 FL10855.109 ESR-2549 JUS28 FL17232.11 ESR-3445 LUS26 FL10655.111 ESR-2549 JUS25.2 FL17232.11 ESR-3445 LUS26.2 FL10855.112 ESR-2549 JUS28 FL17232.11 ESR-3445 LUS28 FL10655.113 ESR-2549 JUS46 FL17232.11 ESR-3445 LUS46 FL10655.118 ESR-2549 KLEG3 FL17241.15 ESR-3444 LEG3 FL10667.71 ESR-2815 KST260 FL17244.15 ESR-3455 MST60 FL10852.7 ESR-2105 LSTA12 FL17244.18 ESR-3455 LSTA12 FL10852.4 ESR-2105 LSTA15 FL17244.18 ESR-3455 LSTA15 FL10852.4 ESR-2105 LSTA18 FL17244.18 ESR-3455 LSTA18 FL10852.4 ESR-2105 LSTA24 FL17244.18 ESR-3455 LSTA24 FL10852.4 ESR-2105 LSTA30 FL17244.18 ESR-3455 LSTA30 FL10852.4 ESR-2105 LSTA36 FL17244.18 ESR-3455 LSTA36 FL10852.5 ESR-2105 LTS19 FL17219.2 ER-0200 LTT19 FL11496.3 ER-130 LTS208 FL17219.2 ER-0200 LTT20B FL1149t3.3 ER-130 LTT131 FL17219.2 ER-0200 LTT131 FL11496.3 ER-130 LTW12 FL17244.8 ESR-3455 LTS12 FL10456.29 ESR-2613 LUGT2 FL17240.2 ESR-3447 LGT2 FL114707 SIM200803 MP3 FL17244.22 ESR-W5 LS30 FL10446.15 ESR-2608 MP34 FL17244.23 ESR-3455 A34 FL10446.3 ESR-2606 MP4F FL17244.24 ESR-3455 LTP4 FL10448.19 ESR-2608 MPS FL17244.22 ESR-3455 LS50 FL10446.16 ESR-26M MPH3516 FL17240.3 ESR-3447 WM1416 FL10887.86 ESR-2615 MSTA12 FL17244.18 ESR-3455 MSTA12 FL10852.8 ESR-2105 MSTA15 FL17244.18 ESR-3455 MSTA15 FL10852.8 ESR-2105 MSTA18 FL17244.18 ESR-3455 MSTA18 FL10852.9 ESR-2105 MSTA24 FL17244.18 ESR-3455 MSTA24 FL10852.9 ESR-2105 MSTA36 FL17244.18 ESR-3456 MSTA36 FL10852.9 ESR-2105 MSTC40 FL17244.28 ESR-3455 MSTC40 FL10852.11 ESR-2105 MSTC52 FL17244.26 ESR-3455 MSTC52 FL10852.11 ESR-2105 MTW12 FL17244.8 ESR-3455 MTS12 FL10456.33 ESR-2613 MTW18 FL17244.8 ESR-3455 MTS18 FL70456.34 ESR-2e13 MTW18 FL17244.8 ESR-3455 MTS18 FL104W.35 ESR-2813 MTW20 FL17244.8 ESR-3455 MTS20 FL10456.36 ESR-2613 MUGT15 FL17240.5 ESR-3447 MGT FL11470.9 SIM200803 NFM35X12 FL578.2 Evaluation Report MBHA3.56/11.25 FL13904.6 ESR-2816 NFM35X16U FL578.3 Evaluation Report MBHA3.56/16 FL13904.6 ESR-2616 PAU44 FL17239.13 ESR-3449 HDU2-SDS2.5 FL10441.4 ESR-2330 PAU68 FL17239.13 ESR-3449 GLTV3.516 FL10657.8 ESR-2615 PHD2A FL17219.3 ER-0200 FGTR FL11473.2 SIM200802 PHXU3518 FL17241.20 ESR-3444 CS16 FL10852A ESR-2105 RFUS FL6223.5 Evaluation Report H1 FL10456.5 ESR-2613 RS150 FL17244.27 ESR-3455 H10 FL10456.6 ESR-2613 RT15 FL17236.3 ESR-3448 H10-2 FL10456.7 ESR-2613 RT16.2 FL17236.2 ESR-3448 H10A FL10456.6 ESR-2613 RT16A FL17238.2 ESR-3448 H3 FL10458.13 ESR-2613 RT3A FL17236.3 ESR-3448 H4 FL10458.14 ESR-2613 RT4 FL17236.3 ESR-3448 H5 FL104W.15 ESR-2613 RT5 FL17236.3 ESR-3448 H2.5 FL10456.11 ESR-2813 RT7 FL17236.3 ESR-3448 H2.5A FL10458.12 ESR-2613 RT7A FL17236.3 ESR-3448 H8 FL11470.3 SIM200803 RTSA FL17236.3 ESR-3448 SP1 FL10456.41 ESR-2613 SPT22 FL17244.30 ESR-3455 SP2 FL10456.42 ESR-2613 SPT24 FL17244.31 ESR-3455 SP4 FL1D458.43 ESR-2613 SPT4 FL17244.32 ESR-3455 SPB FL104W.44 ESR-2813 SPTB FL17244.32 ESR-3455 SP8 FL10456.45 ESR-2613 SPT8 FL17244.32 ESR-3455 SPH4 FL10456.46 ESR-2613 SPTH4 FL17244.32 ESR-3455 SPH6 FL10456.47 ESR-2613 SPTH6 FL17244.32 ESR-3455 SPHB FL10456.48 ESR-2613 SPTHB FL17244.32 ESR-3455 U24 FL10855.141 ESR-2549 SUH24 FL17232.13 ESR-3445 HHUS28.2 FL10655.3 ESR-2549 THD28 FL17232.18 ESR-3445 HHUS410 FL10655.4 ESR-2549 THD28.2 FL17232.16 ESR-3445 HGUS5.25/12 FL11468.11 SIM200804 THD410 FL17232.16 ESR-3445 HGUS414 FL11468.10 SIM200804 THD412 FL17232.16 ESR-3445 HDQ8-SDS3 FL10441.1 ESR-2330 THD812 FL17232.16 ESR-3445 MSTAM24 FL11473.19 SIM200802 THDH414 FL17232.17 ESR-3445 MSTAM36 FL11473.19 SIM200802 UGTS3F FL2033.1 Evaluation Report MSTCM40 FL11473.19 SIM200802 UPHD8 FL17219.5 ER-0200 HHETA20 FL11473.9 SIM200802 - - LGT3-SDS2.5 FL11470.7 SIM200803 - LGUM26.2 FL11473.12 SIM200802 PRODUCT APPROVAL SPECIFICATION SHEET (2018) March 28, 2018 As required by Florida Statute 553.842 and Florida Administrative Code 99-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures 1. EXTERIOR DOORS A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.8 +67.01-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20481,9 +87.01-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461,14 +67.0/-67.0 psf ThermaTru Classic -Craft and Benchmark FL15225.1 +87.01.67.0 psf ThermsTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 psf ThermaTru FiberClassic, Smoothstar, ClassicCraft, Rustic FL7640.1 +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 Clopsy Building Products Residential WindCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psf Clopsy Building Products Residential WindCode Doors W5 (16X7) FL15279.53 +30.01-30.0 psf Clopsy Building Products Residential WbndCode Doors W8 (8X7) FL15279.85 +38.0/42.0 pat Clopsy Building Products Residential WbndCode Doors WB (16X7) FL15279.102 +37.0/-41.0 psf D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11637.1 N/A (see inst sht) 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.0/-55.0 psf PGT Series 5500 FL239.7 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.0/-50.0 psf C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.0/40.0 psf PGT Series 5520 FL243.9 D. MULLION MI Windows and Doors Series 5784 FL15353.2 N/A PGT Series 5500 FL261.1 N/A E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HandiePlank Lap Siding FL13192.1 - FL13192.2 N/A B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328.6 N/A C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A Florida Metal Products, Inc Vent RV10 FL21580.3 N/A Lomanoo, Inc DA4 Exahust Vent FL17202.1 N/A E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A F. METAL ROOF Gulf Coast Supply & Manufacturing, LLC 0.032" Aluminum Guln-ok 16" wide roof panel FL11651.2 R3 N/A 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL1S078.1 - FL15076.2 N/A All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart R TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) ropy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. 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Agreement far w A■■rLOLUR dmAl; 2ldama2 YN YN Mnr $an" Y« 211E s1e■ WA an 2 ALM= IN 8H gmdkA w Bai■ammudm fae■raardYE2aY Stolle FYJFIrgn FrwD KM Mryb Nag 10082018 aummuL mm hmmotaLu m lama!: 21d10emaa No YN ever Rolm" No 211E !ones .W90 6 SOM 420/LLL M M MOD REINFORCED WM 420 MMMDM HOD RMNFORDED XXX 12131=8 No YN No NA 2017 FL 6: 261.10_ 1439*0006*4 Florida Deparbnont of Business & Professional Regulation pan l a l &M tg Coda and Standrds lAws Flodde DspwWwt of &ninon & Proialo W Regulation Fan l ar l Florids Oepafbmrlt of Busrlsn & ProbselorW Regulation pp l a l Budding Codes and Standards IR2016 BLlading Codes and Standards IAMI Product Approval Application Dohs Product Approval Application Detail Product Approval Applibadon Deta2 PLMBsik■ gi fllteM gd go 2dLBris 20 f3Ci l3alaiL &l Lan Alma daedror go" E■MILAllom mdomo t Ye111111 lLlrsLd fwLhi Md AEmnd Ara aw anaLs 20 no 21d.PJledla 21M Ads Maus 2E gt 20LEN IE are I% Whe 2017 IS Ogden and Door. Eemsaee.r Aenw.. Afdaedwal Be M. I"*PE 1201=7 12030417 OVO4=8 Appoared Idnr �MArIOt Cadlr Andu MALYn1 mdwdldat Nddit Lto M US Ammg AE■ad Ara TOM IYMr gombd L Cones immoLAul milid at Idltledd sleallld MQA■■d hamN !rat yr. torkepoLea (71n 3M43ao MakdaenrasAaaodNon (71n 3174464 ROL War 2017 C"" Me" Prkote Canary Medc Wn ' N Nadvic Takao eadaw NA, a" "I ~ I IPAR 17 carom? 12105rJ017 Approved ftLIM n 2017 Carper colas products Cwpaod hWk WaalarAef MWM* Teding BrvloN NA Gary Kohler 112a0D17 OaMM017 121MMIT Approved w. Field Subco � � Ceapgorre Ilednak CeaBoabn hark a tteag �� CalegoW. Retailer Dom (513) 7704082 1110. (513) 5194M CahoW. 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(R818, ARM, EDM wW8) Wr =OEU174; W10 Grapn Data p■ SAA ode Lae kEft fYYMr hOMK Rarbkn 200 PG7bduddN Counter: Vie A, McCarl 11: SM* Nary Oow#lN rook cerement Mark or Ldary BAivalfttird fEa 7 ar66600 (Cage naY krpae0 Florida Deparhlant of Bw"m & PmbnlwW Regulation BuAldi g Coda and Standards Product Approval Application Detail Pop'"" p"" 11 1R2m6 load gd go 2ekboa a 20 soar EDdEKAMl IM MO" IY dit Lisg1 ZKLNNMd A■■ed era Dade R4wc MMi0ede BOOR-CER MWn/Deda 11000-VAL 12201017 120MI 1226R017 Approved (1141) 4e64100 (7M) 3154M kuMeOplardtWteaoan gmdka m AeraaLfar lr asmmuffge rarer 211E EMa■aladrYs graMlll.IE2Ya daafII Boom mass ammm P11Ea Vteyl Skate Hung MWN 07/302020 Y« YN YN NIA naunim MGM Parr L■dmmm Reunion 2017 In VA and Door colowr. 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