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HomeMy WebLinkAbout3253 Kresterbrooke LnINDEX OF DRAWINGS SHEET DESCRIPTION G �jR�y"\1'%�i Sq p� SHEET No. R,KSHALL00" >tAG OD�y { "LOp!0� A 3UIlP,00S, CS COVER SHEET 1 FLOOR PLAN ® ®1�0�� ✓23 � � I 2 INTERIOR ELEVATIONS 1V 3.1 EXTERIOR ELEVATIONS (( 3.2 EXTERIOR ELEVATIONS PLANS � F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 ROOF FRAMING PLAN 8 LINTEL DETAILS SIN 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 Air -Conditioner FLR SYS or Flr Sys Floor System RAD or Red. Radius ADJ orADJ. Adjustable FOM or F.O.M. Face Of Masonry REG or Rec. Recessed S5 DETAILS SS RETROFIT DETAILS AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace RECEPT Receptacle AHU orA.H.U. Air Handler Unit FIR DR French Door REF or Ref. Refrigerator D1 SECTIONS & DETAILS ALTorALT. Alternate FRT Front REINF Reinforcing BC Base Cabinet FT or Ft. Foot/ Feet REQD or Req'd. Required WP WATERPROOFING DETAILS BF Bifold Door FTG or Ftg. Footing RM or Rm. Room PA1.0 PRODUCT APPROVAL NUMBERS BK SH or Bk Sh BookShelf GALV or Galy. Galvanized RND or Rnd. Round BLK or BILK. Block GC or G.C. General Contractor RO or R.O. Rough Opening PA1,1 PRODUCT APPROVAL NUMBERS BLW or BLW. Below GFI or G.F.I. Ground Fault Interrupter IRS or R/S or R&S Rod and Shelf PA1.2 PRODUCT APPROVAL NUMBERS BM or Bm. Beam GT orG.T, Girder Truss SD or SD. Smoke Detector BOT or Bot. Bottom GYP BD or Gyp. Bd. Gypsum Board SQ FT or SF or S.F. Square Foot (feet) _ PA1.3 PRODUCT APPROVAL NUMBERS BP or B.P. Bypass (door) HB Hose Bibb SGD Sliding Glass Door _ BRG or BRG. Bearing HDR or Hdr. Header SH or Sh. Shelves C Carpet HGT or Hgt. Height SHWR or Shwr. Shower CAB Cabinet HH or H.H• Hand Held (plumbing faucet) SHT Sheet CIR or Cir. Circle HORIZ Horizontal SL or S.L. Side Lights CJ or 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 SQ or Sq. Square GOFF or Coff. Coffered or Tray Ceiling INT or Int. Interior STO Storage COL or Col. Column COMM or Comm. Community KIWALL or K/Wall Kneewall KS or K.S. Knee Space SW or S,W. SYP or S.Y.P. Shear Wall Southern Yellow Pine COMP or Comp. Compressor LAUN orLauri. Laundry TB Towel Bar p El M El E 0 E L11 CONN or CONN. Connection LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear or . TOB Thicken D or D. Dryer e LL Lintel Length TOB or T.O.B.0.6. o Top of Block FE] DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAT Management (room) TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAS or Mas. Masonry TP Toilet Paper Holder DEC or Dec. Decorative DED or Ded. Dedicated (outlet) MAX or Max Maximum MC Medicine Cabinet TR TRANS WDW or Trans. Towel Ring Transom Window ❑ ❑ ❑ ❑ M El FEI ❑ DIA or Dia. Diameter MFR or Mfr. Manufacturer TYP or Typ. Typical DISP or Disp. Disposal MW or MICRO or Micro. Microwave UC or u.c. Under Counter 3 'v DIST or Dist. Distance MIN or Min Minimum UCL Under Cabinet Lighting DMF Decorative Masonry Finish MIR or Mir. Mirror LINO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack ML or M.L. Microlam V or v. Valve (shower or tub/shower) DTL Detail MONO or Mono Monolithic VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam _N DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR Vent through Roof EA or Ea. Each OPT or Opt. Optional W or w Washer EW or E.W. Each Way PC Pull Chain W/ or wl With ELEC or Elec. Electrical PED or Ped. Pedestal WC or W/C or W.C. Water Closet (toilet) N ELEV or Elev. Elevation PH Phone WA or W.A. Wedge Anchor EQ Equal PKT or Pkt. Pocket (Door) WD or Wd Wood I EXT or Ext. Exterior PL or P.L. Parallam WDW HDR or WDW. HDR. Window Header EXP or Exp. Expansion PLF Pounds per linear foot WH or W.H. Water Heater m FBC Florida Building Code PLT HT or Plt. Ht. Plate Height WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLNT SHLF or Pit. Sh. Plant Shelf WM or W.M. Wall Mounted (plumbing fixture) rn FXD GL Fixed Glass PSF Pounds per square foot WP Water Proofing) FG Fiberglass (Shower Pan) PT or P.T. Pressure Treated WS Water Softener FIN Finished PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) 0 ,o FIN FLR or FF or Fin, Fir. Finished Floor PWDR or Pwd. Powder Room v N REVISIONS 0 08-20-15 1.0 NEW BASE PLAN I 00 12-8-15 2.0 ADDED VAULT. CLG. N 12-28-17 3.0 2017 FBC UPDATES MEAN ROOF 15 FT. HIGH TYPICAL o 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. FOR SINGLE STORY HOMES Q MEAN ROOF 30 FT. HIGH TYPICAL 00 i FOR 2 STORY HOMES G. 9 THIS DRAWING AND DESIGN IS VALID W FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID 14CODE REFERENCES ARE SUMMARIES IF= F INI F1 OF CODE SECTIONS. SEE L *,tk FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed L 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 °O undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding 1941 the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. r_ C7 M O — O z(0 z c Ln (D Q) w DC., V — O w c = o � �� 29 M m w 1 — — U M M 0 co N O O i N ASS o ¢ 0)v co n o oQ <r rn Q d AN 1 B D® C B D C N N O) Co b O M oN0 o' W gN�z Z z 53 w w 4 WN, RF'S°i� .. d®aw �(� � �� ••sue UJI O © iv. na s .c of .: CD t To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oZ Za a� �F ¢ aQ W C vzoo ZwZW �o�Z a 00 A 0LLo U W N 1 1 1 • • W F W Zo W U Z Z z ``U O O -0 0J U Z a W = uJ 6,o l-0 f ;wt Q.. `J �y Z¢Z� W < Q � a 1d�- 4 Q Lu f ~Fg� Z ' ` 2 CY Jr-i UJIC LU L z 0 � tZW� o F-00 Y U S0 Z w 'I-z Zo un 0o Qp Z g w J� ¢ W ° ,-4 V) o SCALE : AS NOTED DATE : 3/7/2018 TECH: JMUROSKI VERSION N0. 4mO SHEET NO. C S 02 ;, Q DO E z n 00 tY O A O H.B. S3 EGRESS EGRESS : O 0 P"'My 16"�1 EP M AC PAD _ as -- N d j FIBERGLASS c"ar I A i SURROUND N S3 �Iw "M TYP @ 1 RANGE: °�8 B 2„ ti STORY 04 00 20'-6a" 2'- 10'-4" 10'-4z L. 5 1" 11'-01, o0 E I r U �L "oI-' _TI ESI Kw/l6lSP co CAFEv r I D.W.I I r BEDROOM 3 JOD BEDR OM 4 �W OCD tY ' 8'-0"CLG. 10 ¢ C--- I :. BEDROOM 8�_0�,CLG. 2 CARPET I ILE8'-0" CLG.PATcD CA PET o CARPET _--_-=__] -__-_80 CLG. W 1 - -_ Z 11 p 4i 1OPT. I CARPET o lit REF. j I I 5068 B.F. 4068 B.F. 4'-0" 1 V-7$ `I V-8" 5'-4" 14'-6" I 5'-4 7 -6" i� 6'-10" 4'-7" c IN .=1C0 N 2668 M r 2668 - lNW iv LO R&S -------_ HDR AT 7'-4" 23'-03' 3'-10" T-8" 10'-10g" L. Eg� 6, 7 „ F-O„ 1 ' Oto A I ENTRY CD - z FAMILY R M 3068 8'-0" CLG. 9'-4' CL r 2:12 VAULTED CLG. O M I 9'-4" CLG. N I I CARPET R.A.G. q o (4) 2x4 #2 SYP _ K STUDS W/ USP CC G.T. S3 HTT4 @ BASE S3 S3 it FI 10 Cry AHU UI NOTE: (SHED WALLS TO BE I I I I 8'- " C G. • '•I'N ILE A Ilc�v IIXI FLUSH. VERIFY IN FIELD. I I S3 5-4, 4.0 Q I� LOPT. OPT. j I 11 I I I I TYP @ 1 STORY I 1 1 I T 0 11 1 1 I I I (4) 2x4 #2 SYP STUDS BERG L �;, 1 1 1 I I I I SS C G I W/ USP HTT4 @ BASE SURROUND R&S �� I I O 1 I _ nl S3 - ------ - , I o I I 60"x36" HANSON K I ❑ I SHOWER BOX @ 36" S3 o A.F.F. I EDGE OF SLAB 2" I w I I I DRYER VENT I BEYOND WALL I I O I 1 C° °' 2 68 5-3 " 82' 3' 10" THRU ROOF I I I I 17'-0$" 2668 7,_8„ j 20'498" 1 1758I '-1 ,. 3,_0„ c=nw BMW ► N 10 2 CAR GARAGE I I I I r OWNER'S SUITE O S SU W.I.C. r op i 8'-0' CLG. G 8'-0" CLG. 1713 00 8'-0" CLG. 2'-6" BUILDER TO 1 I I CARPET TIE CARPET I PROVIDE I I I LINE I APPLIANCE W.H. PROTECTION I I I I I I 0 I 0 5-SH 6"DP'-' ---- _____ _ I J to WHEN REQUIRED cv PER FBC I LT----------- I I R&S o0 10" V-4" L 7'-10" HEADER SCHEDULE MARK HEADER SIZE REMARKS F(2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.OE Fb=2600 PSI H6 (2) - 1 314" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) - 1 3/4" X 16" LVL 2.OE Fb=2600 PSI HS (2) -1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required *VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED *" SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 184X254 S.H. 13 20X381 184X371 S.H. 14 20X501 18�X50 S.H. 15 20 X 63 18 � X 62 � S.H. 16 20X72 184X71j S.H. j 32 27 1/4 X 26 26 X 25 S.H. J 33 27 1/4 X 38 N/A S.H. 434 27 4 X 50 j N/A S.H. J 33 NIA 26 x 371 S.H. 434 N/A 26 x 50 S.H. 435 27 � X 63 26 X 62 1/2 S.H. 436 27 4 X 72 26 X 71 1/2 S.H. 22 37 j X 26 36 J X 25 1/2 S.H. 23 37 1 X 38 j 36 j X 37 3/4 S.H. 24 37 d X 50 j 36 4 X 50 S.H. 25 37 j X 63 36 4 X 62 1/2 S.H. 26 37 J X 72 36 j X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 � X 25 � S.H. 33 54 X 38 52 4 X 37 34 S.H. 34 54 X 50 52 j X 50 S.H. 35 54 X 63 52 4 X 62 4 S.H. 36 54 X 72 52 J X 714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. 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 flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" OA +29.7 / -30.8 +29.7 / -39.2 © +28.3 / -30.8 ® +28.3 / -36A DE +26.6 / -28.0 +26.6 / -32.2 G� SEE SN SHEET SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +34.0 / -44.8 WALL LEGEND 11111111111111111 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 11B1of 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 FRONT ENTRY 24 TOTAL AREA 2376 INSULATION REQ. LOCATION I R-VALUE / TYPE EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) L Z 2 z N Q J cry 1--' t-„ .V w ZD - o 0 m N L.0 ��E2vrM) m M M Z ai p $ 0 L LL 00 o Q CD 0S o. � i Q Ci A N C B D C N N p M 1 ONO l Z W MNaoOZ � z U ) J OS' ►� L % Y' a w W 0. LL WNW. NG. is 4 eA ?o )1vo To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer s signature and seal. 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com oz z wa�ir Uzoo z w Q Q w z w Z. -i Y E ,2 a 0 _! "mrzo CL zLu a- ErYU z 2 o - O5 Z �� ILL z U = V (� LLy VTLU �' T oOzo Q mro�" o U go Lu Q,ma zLu �Q� Q Q¢Wh� �L�.0 Z Z oo�o C'0�j w _I Ln --I U j ¢ tii z = d u- o cn F � v �" " �O z Paz 0 d- z Q �j W o J z rn J = of T--I a to o SCALE : AS NOTED DATE : 3/7/2018 TECH: JMUROSKI VERSION NO. 4n0 SHEET NO. 1.0 9'-1181 2'-841 MIRROR c O O = 1 I N � � rN _ - O JV 9 N n � n o N oo Q 0 L=4 1 L OWNER'S BATH OWNER'S BATH BATH 2 N O J co 4 I aD L c ae v 0 FM C a h--A Lj HOOD L] j LLL: rL it O O O O _ N N 00 L 0 c m y 1_ --- -- DW o 0 OPT. ff,RANGE REF. KITCHEN ISLAND KITCHEN KITCHEN 0 M 0 INTERIOR ELEVATIONS SCALE: 1 /2"= V-0" CD 22 MIRROR IN o1r 0 i� 1LU 10Z 0 SE u a. of C Cq LU 2 Lu rn W 4nO C7 Z M _ o Z Z Q a w �V — 0 w ca'— V o 0 m N w � 07 Cl) C7 ~ O co = O Qrn Lr)�v Q� Q O B D® N - N N V '1 N tvJ Z_ W ooN z fh N ii (j LL O � W W V � �� o za o r` GA v Ul- Q � � A 44 OO�i t>lf �i�9 l "(il11���%Y`.%\ �nlV 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, SuiteTampa, FL 33607 www.LennarTampa.com Z �a a W Q or r/1 T wZ � g J J � �Wo� L T--q < W ZO Q Q U � Z C V� O F=- 3 l� w a QJ W U = � Z W 1� _ _o100 D��u fOv -t�.ye. W�ma A O N ZaZ A W 1 ` W Q.Q z � 2 0 g S W Lli � c� W � W ¢z� J rl LLj � cno � Q Z �Qz Z 0° oo g = a ,--i a cn o SCALE : AS NOTED DATE : 3/7i2018 TECH: JMUROSKI VERSION NO. SHEET NO. 2.0 C7 Z M _ o Z Z Q a w �V — 0 w ca'— V o 0 m N w � 07 Cl) C7 ~ O co = O Qrn Lr)�v Q� Q O B D® N - N N V '1 N tvJ Z_ W ooN z fh N ii (j LL O � W W V � �� o za o r` GA v Ul- Q � � A 44 OO�i t>lf �i�9 l "(il11���%Y`.%\ �nlV 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, SuiteTampa, FL 33607 www.LennarTampa.com Z �a a W Q or r/1 T wZ � g J J � �Wo� L T--q < W ZO Q Q U � Z C V� O F=- 3 l� w a QJ W U = � Z W 1� _ _o100 D��u fOv -t�.ye. W�ma A O N ZaZ A W 1 ` W Q.Q z � 2 0 g S W Lli � c� W � W ¢z� J rl LLj � cno � Q Z �Qz Z 0° oo g = a ,--i a cn o SCALE : AS NOTED DATE : 3/7i2018 TECH: JMUROSKI VERSION NO. SHEET NO. 2.0 c a� v v co N O cV f` r iC> co co d- I i m rn s act -v v x tD N 0 J coco a - E O = co 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. HDR HGT. F. FL. 12 5� 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 1 r-Orr — — — — — — — — - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — F1 E [EllEl 1[—::]]0 0 TEXTURED 1" x 9" SMOOTH - H AD/BAND 0 El DF1 11 F � I 0 D co E El E D 7E:1 M F1 ❑ — — — — — — — — — — � F=71 F77 17 1 F=71 [771 F — — r — 12 5� T-0" RIDGE VENT 12 5� PF 1" x 9" SMOOTH TEXTURED FREEZE BAND ----- -------------HEEL F5 C? CM — — T.O.M. HDR HGT. TEXTURED CEMENTICIOUS O FINISH ON C.M.U. 9 (TYP.) -1 co ----F.FL. ------------------------------ +3" SMOOTH \—TEXTURED BAND F2 14'-0" RIDGE VENT S"§411410111 FRONT ELEVATION - B1_ RIGHT ELEVATION - B1 E: 1 /4"= V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063, R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry contructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA/ SQ. FT. — O z� O z Q "' (DM 4--J w U — 0 w Cnr- o U CO) CV3 o CO N _ p Uri C @ M z `7i o . 0 U o Q 00 o-o m to F,v rn Q o B D• N4C w at Z WIZ z U) F Im Otto' W Lu LY �¢&—, a 10z 'tov 5 ooc a)4Q 0 " r E �•� Cam] Ell y " .s • r . /� s z J N • �V <-C oclt �a� ( G� �• F '11 ®f ej `Will I 1111 kO��� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal, 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oz z¢ zd� U% LU U O< zw�¢¢ z Z Qa0J V 4 Z a O cv w c 0 W W N 0 W O i J w z00 r f DC z z U 0 Q Z a J W �� U = 0) Q �� 0000 ¢VU O 2: 0 uJ NCrZ< U Y ¢ 1 ` ILL �ja W ¢ 7 Q Z Z +'� WO�o r ORitW ~z J t-I LI_I Q Q Z W pr Y U S~0 Paz N Z U o, z 0 r 1 W 1J.1 Z J z ¢ E a U0 o SCALE : AS NOTED DATE : 3/7/2018 TECH: JMUROSIQ VERSION NO. 4sO SHEET NO. 3.1 ai c� N M T r) ne - - - 11-011 14'-0" RIDGE 12 5� EXTENDED OVERHANG TO BE CENTERED — ON DOOR 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. T SPECIFICATIONS TiTEXTURED CEMENTICIOUS FINISH ON C.M.U. T YP. ) 12 . 5 T-0" RIDGE VENT 12 �5 REAR ELEVATION - B1 1" x 9" SMOOTH TEXTURED FREEZE BAND -- -- 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF, L r SPECIFICATIONS T.O.M. 1'-011 — — 1'-0" HDR HGT. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 1-01 TEXTURED 2'-0" CEMENTICIOUS 01 FINISH ON C.M.U. (TYP) TEXTURED ' CEMENTICIOUS ap FINISH ON C.M.U. (TYP. ) ----F.FL. +3" SMOOTH TEXTURED BAND LEFT ELEVATION - B1 SCALE: 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 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. (DL2 M O po N 0 z us •U — O LJJ C3 0 C) m N w E o 0)Cl) U = m O o o N C)sE00 G o ¢ rn o- o Qv rn Q d B D. N C B.D.0 "V t_ N D m �N�Z Z W z �r L .= J O U) r � v, '� o ' uj w LU a' ' c" •^-' w a us Z O �AC�v A `e '•. /¢ `•• ❑ rf a?�` G.C• QJ- 0. 011ltiit 111°oW6 To the best of the Engineer's knowledge, information and belief; the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Z �n zQ ¢f �F z w a z Q. boo O_ r< {zF—wZ T w Z C du a � W U6Lo z LjJ z a o M g z 0 J w U = Q Q .R0 Qhe P Ug p J . W �o 0 fL U C 0 RV z¢z� w�Q Q 2FU0 Z Z rl �O=zw �C'2 LU J L1) �-{ Ll.! �uJw5 N o Q ~o ONO cC Z Paz k Z W fnt zo -j o 0 06 Z ­1_ tR r-1 a V) o SCALE : AS NOTED DATE : 3/7/2018 TECH: JMUROSKI VERSION N0. 4v0 SHEET NO. 3.2 0 N PO V) C> 2„ 1" 2" *NOTE: VARIES 1'-10" 12' CAP _ T CAP N iv FOAM TO BE USED 1" RADIUS M ONLY WHEN REQUIRED BY = 1/2" RADIUS 3 1 /2" RADIUS =I�r Co N M - CO COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES 2" 2" SIN ~ ii 3/4" RADIUS a a BUILT W/ STUCCO. 1/2" RADIUS 1" 1" N EDGE OF 1" 4" VARIES ;� SIN 1'-0" 1° OPENING VARIES 0 21 - 12 VARIES VARIES 1 1" 1" 1/2" RADIUS r 4 34 a 411 Ail,2"1 T I I 2 1/2" RADIUS =_ VARIES 12" IN 3z 11" 32' N rrN Tl 2 2' 1" 1" 1" BASE • BASE oily 1�� 1„ r a a 4" ^N 12 "NOTE: VARIES 6 1 8" 6 2" 3„ FOAM TO BE USED ONLY WHEN - io - REQUIRED BY COMMUNITY SPECS. IF NOT, l 1' OPENING VARIES 2" 1 6 1'-4" 1 DETAIL 70 BE 2' 2.. BUILT W/ STUCCO. 24 EDGE OF OPENING • 0 1-1/2" THICK 1-1/2" THICK 10" N_ r� 21„ 4 �. 1 I 10" y 66"" y N =Ia v IN rM �11 4 1 z _ N 2" 4„ 3" 6 2„ 2 „ iv w a W = Q M 32' 1-1/2" THICK 2a' IV T 2 -4 1'-10" 52 1 -5 52 IN 00 54„ 1 4 3 N io �m o a" 1" 12' VARIES VARIES 2' Q > TM I • VARIES VARIES - _ I pp _ I _ 3 ' 6" 4" N CV KEYSTONE F11 0 0 TIONAL P KEYSTONE F11 05 r` OPTIONAL 7k- R CD � 6 Q^ 1, '" - 4- 2 4 m 4 L3- " a 2 M GARAGE DR. OPENING 4" 4" WINDOW OPENING 4" 4" 2 NOTE: • INSTALL OVER STONE, TYP. VARIES • FIN. TO HAVE TRADITIONAL ' • • LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH 14" 1'-64" 12' 2-1 1'-4" 2" • FOAM/ EPS MATERIAL IS ACCEPTED 14, 54 1'-12" 5a" T-8" 7 - N 1" 4" T-0" 4" 101, 1,4„ 101. T o <V 00 00 it (D N A N 19 1" N 1 - I R ov, d CV 00o, • Mir 2 1 N M � _ GENERAL NOTES: - • 1.5 LBS DENSITY STYROFOAM `r • POLYCOAT (HARD COAT) 0 ACRYLIC SAND FINISH UI z a z� z <C c U, z cn w tr Q W VO 0,- LU F- E �ti U m W O UU N M M Cnco Cl) N (2f\� . a O _Q o L LL V Q G00 O no 0— rn Q d A® N. Cq. B..D.c 10 (h N O W rn ,k Z W� N W z w z U)LU � LL r• o W w Uj W U o a a Z H ca M LLW N¢ C) A WWW.FDSENG.COM 00 0 N O N O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural englneedng portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oz O Wo �F �zo0 J �owz OR a � V tj Q z LU zz.� D v cl: o O O z � w U 1� W �x 88o ~ I- �? J x UO m a W �a0- a zik (V z�Z� w LU � W X di z w E U < 0 00 Z �zo 0 m O 06 Z _ < ,--I a cn o SCALE : AS NOTED DATE : 3/7/2018 TECH: JM UROSKI VERSION NO' 4n0 SHEET NO. F1 v v S cp C'V O co m x ca cV N 00 a� E s 00 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 200A INDOOR PANEL CENTER 10 ✓«14 copper to lights &. outlets NEMA 1 200 AMP 10 #12 copper to 20 amp ckts 10 k10-2 copper to WH 01 #10-3 copper to Dryer METER n 2/0 or 4/0 SER Alu 200 amp IT 150 amp POWER CO. FEED INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94 4 Bare Cu Ground CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. in new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' if the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.1. 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 . 24 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN ;Q+ EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) Pl3 PUSH BUTTON SWITCH (OPTIONAL) H9 PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) N TELEVISION (OPTIONAL) 02 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT M ELECTRIC METER NMI PANEL _ _� DISCONNECT SWITCH ® SPEAKER (OPTIONAL) ROUGH -IN FOR OPT. CEILING FAN v J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR < OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT WP DISC. GFI H. DEDICATED RECEPTACLE FOR MICROWAVE RANGE unnn mCo 00C 10 RECEPT. FOR ALARM SYSTEM VCMIr T IVIC I CM LOCATION WITH BUILDER MAIN FLOOR ELECTRICAL PLAN SCALE: j4"=1'-0" r ;,_ co O O C: W cs3 �w ® �V — 0 ICI F o CD E F= 8 N CO t11 co _ ,-@a O o N 0 (�wau o 00 0 Co M n.o Lo �v M Q o BIDN C C YV _ N N O M CD to 00U) Z W M N 02 z w z �. �LLo � [Ll w Lu W L 10Z a O N., 9 � O N o"� LLZ W a CD U o WWW.FDSENG.COM ❑ ❑ w 0 CV 0 CV 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. AL 4600 W. Cypress St, Suite 200 i Tampa, FL 33607 www.LennarTampa.com z W� Z� <� Z ¢ J w = ICi Z Lu Z S Z �o Uzi z �aE—r Q a - m O o U W�W V m N o I 1..V � Z z g Z J = 3 LJJ 0 V a Jw = O 9 z ¢o5 o J L_ 2:o Z S782 a !'V Q rag z¢a�� Q o1;_U w Z T-j uj ?y0� LU J Ln W W Q ci z o u'�¢ g~o 00 �Q Z Z �9�Z azo Z J� 0 06 g = ,--1 a U0 o SCALE : AS NOTED DATE : 3/7/2018 TECH: J M UROSKI VERSION NO. 4mO SHEET NO. 4.0 m rn `m CD 0 S C.0 CV O J NCo 02 N E 00 M 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 SQIN. of SQ. IN. of 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 (Zorn 1) **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL, ROOF PLAN SCALE: %4'=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be 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. ,a� E (h V Z M .w g CO a crs �V — p w T l! } ZD 0 f `-- (, o 0 m N r E o ®- U M M 2-0 c) N 0 p C� a)>r-00 o 0) <C rn Q o CL Al III BID. N C B D C IV N � N O M'�� U) Z W wM�lz w z F J dQ I C O a "N w W -Ni W U ���� a a �9 Z p c� z Vi 2 a o Ai 13 `W .FQ$ENG.0 M WWNT;.❑ Cc�� 9 - <}O � I1 f o r •'® t+1; , yR Q94�t 1! ap To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 4600 W, Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com €oz 3� wo ¢� g F LU<WX Uz00 000!� zUaZ �:5z WZ2 a LU Y.. N [j W fa 1U1 j� ^, W Z z rz � Z g v, N z z O y'0� V Q w �JCL IL OO 0 O < i 4, 0 _., O oaod r. Z ¢ Z �FLU w ¢¢gam z z ° O Z W Q w w ¢z� �.{ w Q z F V gWo 00 wWz z to 0° oo z g = z ¢ UJ � SCALE : AS NOTED DATE : 3/7/2018 TECH: JMUROSKI VERSION NO. 4mO SHEET NO. 5.0 hl I'll I5R1_11NI�I�llt��I .Ir 'if' ,p il I II � IM 11 "i I I'] 11 11111 A ilI ll 11, I C C d W E 0 `v c tZ O Y 64' 3'-0" 0. H,B� 1'48" L S-28" L 5'-0„ 5'-10" A TYP @ 1 STORY S3 U.N.O. 3'-10" 1. 6'-0" 3'-10" 1. 2'_1 06374". . 5'-1 5-0" 5'-4" E .............. ....... .............. 0�1 O O I I 16 -0" a 6 -10" . • I � I � t • • • • 01-01, I o -31 /2" \ \ SINK / DISP I :. I I I } L S3 r= I • • I .. D.W. ... I{ 1 co A SNn b L \� \ IL-==�_-____-_ I CHASETOISLANLD- -_; �� -- _---- o I I TYP@1 — — \ \ ---_-------_ .. ■ 11 STORY U.N.O. STEPS AS REQUIRED : PROVIDE 1 Y2" RECESS \ \ CJ L - - _ - _ - - - - _ - J CJ OPT. : ; -7 CJ CJ; ; FOR SGD. REFER TO \ \ KITCHEN ISLAND REF. , , : ; : • , , , CJ -rI I I : ■ , , ; ; ; ; 10-104" PER FIELD MASON'S SLOPE FOR \ LOW WALLS ( 4 CONQTJONS WIDTH \I\� ..'.: o 10 \ \ \ , INDICATES FILLED CELL w! 3000 PSI \: \ ' ' ' ' . ... CONC. GROUT FROM FT. TO BEAM I \ \ HVAC CHASE .:.::::::::::::::::...::::::::::: ::::::::::: :: :: ::..: W/ (1) #5 REBAR VERT ABOVE SLAB \ \ BASED ON 0'-0" TOP OF CONC.I PAVER T BE 4" :::::. ; ■ :............:.......... . ■ ■ 4'-0" 4' 4" 4'-6" TYP @ ALL PLACES SHOWN \ \ LOCATION BELOW FIN. FLR. HOOKED FTG. DOWELS 5" EMBED \ \� \ PROVIDE "GRADE W/ 25" EXT. ABOVE SLAB 40 - SLOPE CO \ I FOR FRT. POOR STEEL \� L - o \ 2'-6"x2'-6"X1'-0" 'n _4"S 5'-10 Wza29-51E.W. 5-0 o0 \\ + ..................... N*.'+*. \ \ 01 TYP @ 1 STORY 3 ( S3 CC I U.N.O. _ S3 (2) #5 REBAR 2-6" x 2'-6" x 1'-0" I Tri I AHU I VERTICALS w/ in C14 : r FILLED CELL T-1 ' W/ (3) #5'S E.W. _ --- -- h 2'-6"x2'-6"X1'-0" : -- �� o M bo co I W/ (3) #5 E.W. S3 (' ® I I T. D PT. I: -3 1/2" SLOPE 5'-3" 1'-10„ 3,_6„ i O 1 • O p� 3-1/2" MIN 3000 PSI CONC. Z-746-5" 3'-2" SLAB FOR HERNANDO I COUNTY ONLY I K J bo 1 3-1/2" MIN 2500 PSI CONC • ' N "'N W S3 d SLAB OVER 6 MIL VISQUEEN I M VAPOR BARRIER r N 35'4' 20'-6" ■ I BUILDER TO PROV DE 1 (2) #5 REBAR I 0'-0" APPLIANCE VERTICALS w/ in -0" 4''" 12-1 O PROTECTION FILLED CELL WH WHEN REQUIRED � �---------- •• � � PER FBC --- -- ----------�-' — -- — — ------J OP 1'-6" L 5'- M A S3 TYP @ 1 STORY U.N.O. no [$i4 5'-2$" 1'-4" I FOUNDATION PLAN NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING W.W.M. PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN W J 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 cunt: around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: NTS cM O N _.J cn (D cU w pLU o C) o ti m L.0 �o N M ata� Rig O O N CD v �U-00 C o rn Sao Lr) o IQo A ®_ B D® n c a a c .-Y ; N m ONO O Mm gN�z Z NJ l z �... ' - � a Q"o� z w LU po N W - Oj 1 LU V Q LL a ZNC5 2Q o rz owl W W W.FPSE.NU E&4 S E 1b `e _j �.% ZZ CO Ut SSiOFF To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com =z 0 ZQ Z oo�o Q ^J =oZLu Z a0�au Lb 8 W N O W F�o ^ L''.i��' Q r O E z Z \./ Z *—� O z O �•� V Y J W Q x T V • O O LL. O aP o Ow K 4 (V z¢z LAW ZWoW Z r" 1 � S 20: W J In QWW, W5 t-1 LLl�p��0 8w0 00 Q Z ,1' Ztu pW V'r 0 ❑ W Un (�1� ^� 4Z LUa Z z ,—I �1 a cn o SCALE : AS NOTED DATE : 3/7/2018 TECH: JMUROSKI VERSION N0. 4wO SHEET NO. 6.0 A A A q (2) (2) (2) S3 3 v c v co CV O NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS N «, 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. m BEARING U.N.O. co CV 0 0 co IN co A A S3 (2) A (2) i c C Q N O d E fy° N E: 0 0 c J L� 0 U 0 v I U N .o CL a 12 CV M ROOF FRAMING PLAN 0 SCALE: 14"�1'-0" n n n — T <C r a — D D D D D y y D r D D D rn D o, N A N w w CJ 1 D CJ3A CJ3 CJ5B EJ5 ° EJ76 W EJ5 EJ5 7 �s :.'. CJ3, D1 EJ7A .... EJ7A n EPA 0(2: NEJC51 � EJ7A EJ7A : G1 D EJ7A EJ7 ' EJ7A II EJ7 I EJ7 EJ7 EJ7 EJ7 EJ7 EJ7 G EJ7 EJ7 CJ5 CJ5 CJ3 L CJ3 . cn W w CJ1 CJ1 1 UPLIFT CONNECTION CROSS-REFERENCE 3,7,18 MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 -10d x 1 1/2" HTA20 1615 1585 10 -10d x 1 1/2" B HETA16 1810 9 -10d x 1 1!2" HTA16 1615 1585 10 - 10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - Sd 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 2235 10 - 10d x 1 1/2" G H10A 1340 1015 18 - 10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2"& 8-10d H HTT4 3610 3105 518" ANCH.118 10dx1-112 HTT4 2715 518" ANCH. 120 10dx1-1/2 J HTT5 4350 3740 5/8"ANCH. / 26 10dx1-112" HTT5 3225 518"ANCH.1(28)10dx1-1i2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L 4505 3785 5/8"ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 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" R MTS12 1000 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 1000 860 14 - 10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 1000 860 14 - 10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" U MGT/MUGT 3140 3140 22 - 10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS �.X.. HTS 20 1450 1245 24-10d X 1 1!2" HTW20 1530 1285 24-10d X 1 1/2" SP1 585 535 10 - 10d SPT22 685 8 - 10d SP2 1065 605 12-10d SPT24 1030 12-10d H 2 645 555 12-10d X 1 1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE APPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 &LOWER. LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 318" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS t++I (g � o — o Z O z a. co m D2 Q 00 V) 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. T 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load / . O Safe vertical load Safe horizontal load \� GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY 8F441B/1T8F401B/1T 8RF400B/1T 8F32iB/iT np FORM & GROUT SOLID IY CV Q O r W U O #5 BAR CONT. 8F12-1 B/1T N" LINTEL DETAIL SCALE = N.T.S. N! 0 n 0 on .0 F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY = J (= q w B/1T F- J a M 6F16— N0 u5 tNOMINAL.#5 QUANTITY OF WIDTH REBAR AT TOP NOMINAL - HEIGHT MATERIALS cii precasirntels = 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. 115 REBARATTOP ALTERNATE POWERS IN. (1) REQ'D "2" CLEAR STEEL LINTEL a O a 4 ° .M.U. #5 REBAR AT TOP n ° n MIN. (1) RECI'D ° 4 1-1/2" CLEAR ° a ° GROUT D C.M.U. 5 REBAR AT = — rn w — a ° O BOTTOM OF w — w OF o LINTEL CAVITY o V U) � ul ` /nn1 \ —BOTTOM O= Ci O Z L L L REINFORCING 4 ¢ 0 oo Z 7-5/8"ACTUAL PROVIDED IN LINTEL Z u O w in ¢ U' � cNc L R p D Q& , Qo #5 REBAR AT B( AS INDICATED " NOMINAL WIDTH (VARIES) u~i in 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 LINTEL PLAN SCALE: %4"=1'-0" 0 — o Z co Z Q w (n Z (Z) 0 w •V C) Ow (Q c) o 0 m W — S M 0)� m-0M Z O o Co " 0 U cy < 0 ccCo LW CLv rn ¢ d BD®00 Nc N �D Z NN O V N Z W �MmZ � z c U) 1.o N W M LN ¢ _tEt h °= o U LJJ Q �r gq jN� .� p 74�i�4111�� •mil, / r0 1 ,, LU To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Z w� Z f �¢ F ¢ w 0 zoo Z U Z yaO w0� O N w y LL m Z O Z Z J 4 -0 0 UU = 'TII n QLu OW . �VVOO O � fCQJ O N z �1o< Z<, _J Q <W 2 Z �Ou_o Z t"'I i 32 J LL1 jazS w go z Z z �ZS a 0 rn OO QZ J = J 0 a rn a cn s SCALE : AS NOTED DATE : 3/7/2018 TECH: JMUROSKI VERSION NO° 4nO SHEET NO, 8.0 a m rn ,o N 0 J 00 d- 02 00 2 E 0 A, 00 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C, MANY OF THE NEW PRESSURE TREATED WOOD USE CHEMICAL THAT ARE CORROSIVE E I T S S H C OSI TO STEEL. ITS HE 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 WATERS EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING, 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD, EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1. 2. ACI 530-13, ASCE 51TMS 402-16 & ACI 530.1-13, ASCE 61TMS 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 51TMS 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 Z.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2. 1. 3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1, 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1, SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING, 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ed. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3, WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1, THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR ILL + ROOF ILL 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 y„ GROUT FILLED MASONRY: 1 4. 1. 7. WELDED WIRE FABRIC (WWF): ASTM A-1851 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 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" 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 11 NON -MOISTURE CONTROLLED. 4. 3. 3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER, 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4, 4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15132" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. 3 ALL PLYWOOD USED FOR INTERIOR APPLICATIONS IC IONS 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 SHOPDRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN N 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'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4. 5. 8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT, 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285 PSI 4,7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4. 8. SOIL : ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ed. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method, OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irri ation/s rinkler systems r' g p ys ems including all risers and spray heads shall not be installed within 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC-R R318.1.5 - C ncrete overpo r and mortar along the foundation perimeter must be removed be�ore exterior soi treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and Irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will Lae issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 6-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION TYPE:5B GARAGE DOORS (V = 140 MPH) SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 16x7 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS F W NGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN T 0 ES GN 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 8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. 09ma ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. (D f Z ch 0 - o z CD z <C n- E3 z cn U Q4--JJ v, w •V - 0 w cry m r E �� U o� m W - ai Mal,_ EE 4)M rn c3 S ai U Q O N �U_00 o <0 0 CU o 0 �n Q4v rn < o Al1 BD B D.0 =�Jl fw N N LU O O N Z W` �z z r ? n LL W W Q w W v¢E§ a . a` z o R 0 rr43� N 9 V m Oa � Ern ._. W' t,� /1, LL z o -{-J•�y'�" e`h WWWS 6COhN. •.•S E•. 1b 00 <Nf .• C5 •. 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. LENNARI 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 0 Z Z9 Z oQO0 �o.ZZ J 000 W �o L w z z o z O a IL -0 Q z -� J J w U = ,--I F-- U Uj 9 o o 0 �" '0 Ta 0 J ::DO � c`s rr � Ea kr�nw U C 4 ITV ?�<Z � Q aa,Wc� o�o Z rl � a it 2 W J L.n U-11 ��,u_� ulH � o gF, � tD Q Z Z �¢z Z �S �o Q 00 :5 Uj = aLu E SCALE : AS NOTED DATE : 3/7/2018 TECH: J M UROSKI VERSION NO. 4mO SHEET NO. SN rn CORNER OF HOME GARAGE SIDE a� x co N �O J 3 Q co E I E z 00 10'-0" TANK -LESS W/H H C G 00 O 51-011 Q - STUB -OUT FOR 11-011 0 0 -1 GAS METER O o 'n d 0 CV x • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "*ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY"" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9' (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-Y (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-01, (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING WA J m ROOF DIAPHRAGM NAILING SCHEDULE PlnAF: I INF + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + +ra + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + X++ + + + + + + + ++ + + + + + + + + + + + + + + + + + + + + + + + + + + o + ++ + ++ +++ + + + + + + + io + + + + + + + + + + + + + + + + c9' 15/32" CDX PLYWOOD OR 7/16" OSB '--RIDGE LINE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAYBE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" 5000s 1.8/1.7 p nel wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 60 2.0 2 x + 5/8" or 3/4" wood panel 902.0 DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) tr Filler blocking .r 1/8" gap o � i 1) Support back of web during nailing to prevent damage to web -flange connection. FILL CELL w CONT. #5 > STD. 90° BAR HOOK STD. 900 HOOK r— BOND BEAM BOND BEAM STEP A1W;1Y w/(22)10d NAILS TYP. GIRDER TRUSS - CONT. #5 BAR 2X TOP PLATE 5/81 #5 CONT. THRU FROM BOLT FOUNDATION ` TO HIGHEST BOND BEAM SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG, WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH ' Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. } Small 2" min. 2" max gap • � 4 max. 4 Clinch nails when possible 1 wood panels — 2) Block solid between joists for full length of span. Tight fit 2 x lumber Double 2 x lumber 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING %" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher than 15001b. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building k1/16" code for appropriate details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block / (2x4 minimum) �l Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Q'/ Provide adequate bearing for each lapped joist. Odnails SECTION @ INT. BRG. WALL N.T.S. NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch L _K__ le or drill flanges BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max, along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Lo d bearing wall must stack over ing and wall or beam below.* Web Stiffener Fastener Schedule Joist B aring Location Series Depth End Intermediate BCI 5000s® 9-1/2" 2-8d 2-8d 11-7/8" 1 2-8d 3-8d 14" 2-8d 5-8d BCI6000s� BC16500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d I.0 SIMPS( w/(22) NAILS 1 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION &W13/4" Joist n joists meet over wall, provide minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. 611 A 1%" ROUND HOLE MAY 611 61� DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1%2' THE WEB, PROVIDE AT #ROLIND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1Y2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S Joist hanger A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) ;I I ICI I ICI I II I I �_ Nail with 10- 10d nails. I Install tight to top flange. SLEEVE THRU STEM . SEE PLAN FOR .4* a . • a . •. FOUNDATION INFO d' STEM FOUNDATION GRADE 10-10d r,clllr orr nl ppl \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4%2" gap Backer Block 'Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4%2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist " `depth I -JOISTS BUCKETS N.T.S. fvu unHac 4 rvt✓ SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION " MID SPAN NOTE: UPLIFT VALUE �/% IS BASED ON S.P.F. •�® LOCATION OF SECOND H10A SIMPSON H10A ° ° (WHEN w/ (18)10d x 1 1/2° ° REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION TOP (2) #5's x 4' 0" CENETERED @ PIPE PENETRATION Q - d PLUMBING LINE PVC OR SCH40 SLEEVE PVC OR SCH40 SLEEVE PLUMBING LINE r- Q L d. _ • Q d d \d •yw • SEE FND. PLN. SIZE & REINF. In PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0"- CENETERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE A10. ° f ea a a a d of d d Q SEE FND. PLN. SIZE & REINF. �,Z kil z o C. 9 7 � E3 C_/ w 0-a•� w LhLU N ®J � 2 ((S U O 0 m W - U (DM m f`M N-0 M s a; o` o0 co d Q Y rn co a xfz- v Q4 rn Q 0 D® N c H D0 ,/.�/� <2N$z Z` W G' z • H d C w � �, �g.g w W -gam v A- rn t 10 0 ..�w m Q w O V m o - -N z a� �.F Qit V ❑ I� Q.LU ro R CA;LL U t� t� 0 �,. •• .� F E J J `O'tk f�$FI€t14�� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTamRa.com oz a �F V400 uo Z W p W Z a Oo� Q�o oo L W Ln z z 08 O 5z z 4 a O r v = ,-I F— U U� �°0 a PY mmn k ,,e.... N (n OQp� z Q gn 0 F z z M O 0 Lu J Ll) r-I � 4 � W a � V Lij U) V E 8 i5 00 rj Q Z ��z kD z Rom co = VI J z az ,—I a to o SCALE : AS NOTED DATE : 3/7/2018 TECH: JMUROSKI VERSION NO. 4mO SHEET NO. SIN 1 FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP.) VARIES INS 5/8" OR 1/2" HIGH—� STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER —J CHART ON FLOOR / PLAN —/{ 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL V (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT, s 8'4'. (2) @16" O.C. W/ (2} ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > 8'-6". 112" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1 2x P.T. PLATE 1/4" DIA, X 31/4" TAPCONS @ 24" O/C & c @ 6" MAX FROM END OF 2 x PLATE (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3° 6 x 6 W1.4 x W1.4 r UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH co PITCH > 4:12 P . ° . (2) LAYERS TYPE I OR TYPE II ° (#15 OR #30) UNDERLAYMENT ° 9 FOR ROOF PITCH 4:12 OR LESS. � . n .• . PIT PRE ENGINEERED WOOD ' "I —I 11=I I -1 I I —III —I 11=1 1—I 11=1 I— I I —I I I TRUSS @ 24" O.C. U.N.O.l111 =I- N=i xx�URRICANE ANCHOR @ EACH ", -] Il TRUSS (SEE UPLIFT SCHED.) W/ 8„ METAL r PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7*EDGE 16"O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rGG G SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE:3l4"=1'-0" S3 ELEV. VARIES FOR ADDITIONAL SLAB INFORMATION. NUM DRIP NUM FASCIA 2x SUB FASCIA \", 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2" HIGH STRENGTH — (U.N.O.) (OR %"GYP. TYPE "X" @ w/ (2) 16d TOE NAILS @EACH END GARAGE W/A HABITABLE ROOM (U.N.O.) (OR %" GYP. TYPE "X" @ ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ ABOVE) TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE 8"x8"x16" NOMINAL BLOCK WITH STUD BELOW 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 1/2" CDX PLYWOOD OR 7/16" Q.S.B. (12)10d NAILS 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 FITS INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > T-6". SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK 5/8 x 10 J BOLT @ 24 O.C. W/ IMPSON SP1 w/ (10)10d NAILS "o n n n n 2"°x3/16" PLATE WASHER (TYP.) ELEV. 0'4, (ALT: 1/2"xl2" TITEN HD @ 24" 2x P.T. BOTTOM PLATE O.C. OR 5/8"x10' WEDGE ANCHOR I x 6 W1.4 x W1.4 d a F. @ 24" O.C.) 2 WWF OR FIBERMESH d - 0 �31/2" MIN. a° ELEV.4-3 1/2" z A.F.F. d a° 4 2x4 CONT. ° w b I ,€ a ° ° N — — . — d ° • . ° _I I LI I I=II i/2 (min.)- 4 00 31/2"(min.) - 4" L.L=1 � I I —I — GARAGE DEPTH VARIES _ —�_= TIT -III—III III —III —III —III III—rJ I I I (2) #5 CONT. 4" 1'-4" 8" GARAGE SLAB AT STEP rB TYPICAL BEARING WALL "STEP 0 SHEARWALL SCALE: 3/4"=V-0" "SHEAR WALL" SCALE: 3/4"=1'-0" S3 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING . NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEET LOAD BEARING OR EE SOFFIT 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. GoN • �� QG5 'C\E�S� c TRUSS BOTTOM CHORD OR 2x4 BLOCKING w/ (2)16d TOE NAILS @ EACH END SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 wl (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW —2"x S.P.F. (OR EQUAL) STUDS@ 16" O.C. U.N.O. FOR )CKING i PLAN (1) ROW 2x BLOCKING @ MID HGT. KNOCK EXTERIOR WALL 8 C.M.U. " (2) ROWS OF 2x BLOCKING @ THIRD POINTS 2x STUDS @ 16" O/C o'" NOTE: FOR WALL HGT. < F-6". (2) 8"x8"X16" -OUT BLOCK W/ 195 CONT. 1"x P.T. STUD ULATION PER CHART ON FLOOR PLAN SEE SECTION C/S3 FOR ROWS 2x BLOCKING 3rd FITS FOR WALL HGT. > 8'-6", FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION SEE CC/S3 OR cli LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE G/S3 FOR ANCHOR "J" 5/8"° x 10" "J" BOLT @ 24" OIC W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8"THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. �8" C.M,U. TYPICAL BOLT INFO, 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8 THICK. K.O. BLOCK (10)10d NAILS ( IF NO UP LIFT ON @ 24" O.C. VERT. OR SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE TYPE 'IS" MORTAR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SPACE ANCHOR *SIMPSON SP1 (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20" MIN. LAP 24" MIN. LAP [ ] #5 REINFORCING 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 _ a END OF 2" x PLATE WWF OR FIBERMESH r> ARCHITECTURAL TYP. '- PER MANUF. o o ° , FINISH ASSUMED FINISHED #3 OR #4 REINFORCING BAR � 1x2 PT WD FURRING @ 24" O.C.—� GRADE N_ D, _ z_ #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi � _ 6 _ _ _ _ r D FINISH GRADE [GRADE 60 MIN. Fy= 60ksi] a :: iI I I=�—III m p D I I —I I —I I-1� „ (1) #5 VERT. IN FILL MONO OR STEMWALL z M _ , P 25" MIN. LAP [30" MIN. LAP] I I_I I_I I I • I IT_I III 1, 1/2 GYPSUM WALLBOARD CELLS (SEE FOOTING MONO SHOWN ° _ — — _ —I i I= I I I —III w U.N.O. o °� _ _ W II III FOUNDATION PLAN FOR CLARITY D _ _ _ O° 6 MIL VAPOR BARRIER ' I I ( III b n• ° I I —I I I —I I I —I I R 1 7/8„ `� 'T I I I I—=I��1--III I =TR FOR LOCATIONS D o o _ 1-) ( ( �_ I I I I— #5 REINFORCING BAR —� I I _ _ _ ) ° I— � I —III— �— � I —III I i _ N z I C I —I � I —I I�— I III— I I I1x4 P.T. BASE NAILER ° 1 I —I I I_1 I 1=1 I 1—I I I —I I I- ? oI =#5 LAP SPLICE (2) #5 CONT. , 4"x4" INSPECTION NOTE: D ° o�° o I —III III III —III= I I —I I I II • �=III—I I I T — ON 3 CHAIRS III I —I I I=I I (-1 I I —I I 36" MIN. LAP [36" MIN. LAP] 31/4" BASEBOARD PORT AT EACH *FOR BEARING WALL 8 III=III—III=III—III=)III N COMP. SOIL, COMPACTED TO ° — — 8" 1'-4" 8" FILLED CELL TYPICAL I= I = I= I I=I II 95%MODIFIED PROCTOR ASTM ' �I I I (=L=I 1 I=I 1 I= CI El 11-7-I i I 101, (TYP.) W/ UPLIFT ONLY _ N MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR III—III-III=III=III-1 I ICI 11=III=III=III—III=1 I I-III-III—III=1 I D1557) I I I „T`—I) I—„) I„II I „I I ITI 1 f 9 MIN PSI MAY VARY PER � =1 -I 11 I I —I I I —I I —I —III III —I (I —I I I= I-1 I I= I 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HC10K °o MUNICIPALITY. TO CUT BLOCK OR POUR -I-,-1 CURB DUE TO SLOPE ,I lit 1 i , I -� I -i = I �- #6 LAP SPLICE TYPICAL INTERIOR BEARING � CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD 1 TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS F WALL W/ UPLIFT G m W1.4XW1.4 WWF OR DECO FINISH 4" to 6" rn 'FIBERMESH" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. 6x6W1.4xW1.4 ° O° 31/2" WWF OR FIBERMESH 6 MIL VAPORmin.) 4" o BARRIER : b �• 4 T N °. A. e — I — .- ° J COMP. SOIL. 3° (COMPACTED TO 95% N MODIFIED PROCTOR 02 ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 4" 1'4" STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" S3 o OPT: DEPRESS SLAB 5 Y" DEEP AND 6" BEYOND - E DOOR TO RECEIVE = PAVERS / DRIVEWAY CONCRETE SLAB Iv PAVERS--x BLOCK WALL BEYOND 14" O.H.D. RECESS z TCh III ,�I—I�1=LI. ',� . ' .y�;��• a • III—III-�I—� -1T_I_III II =1 I I —I I i r �• � T a SEE A/S3 OR J/S6 hT I I VI I I .I FOR REINF. INFO. I UT' MIN. CLEARANCE 1' 4" (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) M 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 M ADDITIONAL INFORMATION. GRADE �t�-lL, ) #5 REBAR w/ OPT. ;GREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 EXPANSIONJOINT BLOCK WALL BEYOND . 13" O.H.D. RECESS .Cit- N � M n' I —III 11 :. III= T III SEE A/S3 OR J/S6 FOR REINF, INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 VARIES - SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.0.) WWF OR FIBERMESH N 10d NAILS TO TRUSS TOP CHORD FOR TRUSS M AT 24" O.C. MAX. x SEE PLAN FOR A, CONNECTION INFO; ° TOP OF BEAM & LAYOUT DESIGN SEE ROOF PLAN oo c — - - -° ° v ° I i- (2) HTS20 FOR STRUCTURAL _ I, ,�, F. ,I I-1 I, iI I :. I , BEAM SIZE & I �I�I CONNECTION INFO P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0101, CONT. BEAD SEALANT INTERIOR ° -3 1/2" CONCRETE NAILS W 1 112' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB 0p ° E_ co 6 MIL VAPOR BARRIER — II I 1 =1(I— I. I =1 � 1=1 � I_ 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=1'-0" S3 H. 2x4 #2 SYP P.T. FRAMING w! MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w a a SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL j 6x6 P.T. #2 SYP SLAB INFORMATION J o w ABU66 SLAB STEP & RECESS S.G.D. rM CIO SCALE:3/4"=1'-0" S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" MASONRY WALL AND GARAGE COLUMN TO PORCH SILL O.C. PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL W/ DR SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS c� TO FOUNDATION PAD E INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. N ' ON FLOOR PLAN SIZE VARIES PER PLAN Cl) CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS o0 Z M BADE - 441 E ;� �.-, FILLED SOLID (SEE PLAN FOR _ _ = a 4 ° 6 x 6 W1.4 x W1.4 N SIZE AND REINFORCEMENT) c� 4 4• I=I —1 I- WWF OR FIBERMESH r z w = �- w �w — I— I1=1I I =1 I —I — — I w I_ I I_I I_I I— BRICK PAVERS or SLAB PER p o (n _ .I 1 = ! ' °• z —_ _- z a ° COMMUNITY SPECS U_ 1— 0-0 FIN. FLR. FOOTINGLU III III—III—III—III=1 I III—III—III— III�I111T11�1�-III BEYOND PAD REINFORCEMENT-]3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAILrN SCALE: N.T.S. �S3� "t ,� to C,h M 0 — o < E3 (/)V) :71 Cz C h "' (1)(10 IW •V — 0 w rr^ v ' F— � U 0 oM ) E— ppE U jaim — U cNi M E2 -0 M S o O N to Y L L.L a�O <0 Q �gS ai Q o B ®® v N 41✓ (D - N V U)o � m - 00 Matz N , z M!i7� C a !� Z LV w w _ .o LU U a z0 -4 i '1 CD Q � LE l�►�®j?y o W • To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com �z Uj mF Cn ..I �¢o� oo�o Z.� LU i � Zzz �S�W QO W'LN g cif V) Z r o 0 o J W U = Q Q moo �o c� 0 ��oa N• U_ z LU ¢af a�! � Z T-1 0OW g� F R �j J r-I-I IJ.J ¢ � z Qu-z8 N F o 01- o � z aQzo E�Zo M� W d" 06 g LU = J Z rn T__4 a cn o SCALE : AS NOTED DATE : 3/7/2018 TECH: JMUROSKI VERSION N0. 4mO SHEET NO. S3 (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE SEE PLAN FOR HEADER SEE PLAN FOR SIZE CONNECTION 2x DEAD WOOD @MID POINT w/ (3)12d TONEAILS SPACED DOUBLE 2x TOP EVENLY PLATE --i 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1)10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (rip) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER ,.+' , + STUD W/ (3)1Old NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHINGCn " FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" 0/C FIELD1 .41 - -- SIMPSON SP1 w/ (10)10d N NAILS AT EACH STUD;;�L��BLOCKING (TYP.) N 2x P.T. PLATE ROOF TRUSS 5/8" x 10" "J" BOLT @ 24" 0/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT MOISTURE BARRIER 1 #5 VERT. IN CONC. FILLED CELL W/ m STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL rF ISCALE: N.T.S. S4 a 1/2" MINIMUM CEMENT FINISH STANDARD 3" DIA. TEE THREADED 3" DIA. EXTENSION SCREW OFF CAP (3" DIA.) — FOR CLEAN -OUT MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 2 1/4" VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS DRAIN WALL CLEAN -OUT rA SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT J 4 °a d ° , e 4 c a 8r STD. 9a HOOK 8:: LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6-0" WIDE (U.N.O.ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 1D 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. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" N FORM CONCRETE INSET TO 0 1/2"X9 1/2" PLYWOOD— LYWOOD CREATE A SOLID BASE FOR SCRAP MATERIAL BLOCK WALL ABOVE. N J J T / i r O FORM CREATES CONCRETE RECESS TO = 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS N (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY a MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END e 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 IV GARAGE FLOOR SLAB C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TROWEL FINISH SEE �8x8xl6 GENERALNOTES SLOPE FORWARD GARAGE DOOR ROLLER GARAGE DOOR TRACK FOR DRAINAGE CONNECTION ASSEMBLY GARAGE FLOOR i TRAVEL DIRECTION OF GARAGE DOOR CL MOUNTING BASE DETAIL ' SCALE: N.T.S. N 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 N SCALE: N.T.S. m 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" ❑ SOLID AREAS ARE ❑ ❑ STEEL AND GROUT ❑ ❑ INTERIOR WALL ❑ ❑ . DOOR OPENING DOOR OPENING EXTERIOR ❑ F11 WALL ❑ ❑ ❑ ❑F5 ❑ 1 ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT D SCALE: N.T.S. S4. VERTICAL JAM SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING 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) LBLOCKING USS BOTTOM CHORD OR 2x4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO W/ 2-16d TOE NAILS NOT TRANSFER LOAD. EACH END < WALL ° 4 DOOR STOP w ° a c� 4 MOLDING • Z d 4 2x TOP PLATE GARAGE NAILS @ 24" O.C. OR DOOR V2-16d 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 PRE-ENGINEERED WOOD TRUSSES @ 24" O/C (TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. /--CRICKET AS REQUIRED 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" 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 — IN KO BLOCK AT EA. STUD MOISTURE BARRIER 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL---- W/ STD. 90 HOOK IN K.O. BLOCK BLOCKING ( ) UZI MAIN SPAN ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 • SPLICE NAILS TOTAL) EA. SIDE OF • 44R" SPLICE STAGGERED -1 Od @ 8" O/C ATTACH AL -j SEE A/S3 FOR\U STAGGERED FROM BOT, DOOR TRACK u EXTERIORL LSTUDS REINF. INFO. PLATE TO CONCRETE W/MOUNTING ANGLE WI 4) 16d TOENAILS TO TbP PLATE ° NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE: FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE BOTTOM SPLIC TYPICAL INTERIOR NOW AT LEAST4'-0" LONG. TYPICAL OVER STUD BEARING WOOD FRAME WALL J TYPICAL GARAGE DOOR BUCK K TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 SCALE: N.T.S. S4 SCALE: N.T.S. S4 F= 2240 LBS SIMPSON SIMPSON SIMPSON C HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1)LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR 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 LHEADER • EXTERIOR HEADERS: 10d NAILS @ 8" (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 1 112" EACH SIDE 2x STUDS TYP. FM 00 SIMPSON HTT4 TYP. Op OR U.N.O. SEE N/S4 ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. 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 • HTT5 w/ (26)10d NAILS (4670# SPF) o ° • DTT2Z w/ (8)1/4" x 1 1/2" SDS (1835# SPF) ° o ° HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (2215# SPF) ° ° • HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (3285# SPF) _ • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (4065# SPF) • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) • HDU11-SDS2.5 w/ (30)1/4" x 21/2" SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT 9 • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT HTT / HDU TENSION TIE rN SCALE: NTS k n A ITSP4 SP2 SIMPSON SP4 3P2 SIMPSON SP4 2X TOP PLATE 2X STUDS @ 24" O.C. OVERLAPPING A 1 — V /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2. P SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 4 d° d INTO TRANSOM TRANSOM FRAMING FRAMING (P.T. SEE SECTION AA/S1 ATE AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON `SP4 SIMPSON SP4 TELS / LINTEL , SIMPSON SIMPSON SP4 SP2 r NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SP4 SP4 SON SP4 —10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE ROOF TRUSS ABOVE F 2X BLOCKING ° I I 4 2X8 P.T. BOTTOM P TE G' 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 ° 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.Q. 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 o TRANSOM FRAMING o BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES 0 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) I SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 518"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY SCALE: N.T.S. �D zM 0 — o z z n Ln (..D (1) C �--+ w -V — w = IU F- o \� U o0 m W U N M - COUUUU 2_0-0 R, = N Q O N U co 00 o t6 CM �g �Qo A���F; B ±DP C B D C N NC4 O M CD 4n ONO NJ gN$z z _ F i ", _ U) Z 's LLOlt � a w LULU E Z Q -2Q o LL yq U WWVP'DSVIDr GWIt- E A •'' CO •• !� �� FESS`O ` a�`N �1411ttltlaat o To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENFMAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www. LennarTampa.Com Z L w ¢f w ¢ °d � Uz00 Z. u o J J a� aw000 0c�,0 U w N m o L z z ^ C o �z -a ♦--� o z O J w T �/ • �9 poz „ J Q U. M M `. N W U0 °aa� Q z z ZZ o 2 Z�� woo w J U') q LLI w =�Zo cn F � U g~o � Q Z LLjaz Z t aZo 0° O 00 ZJ g = VJ rn ,-_ a U0 o SCALE : AS NOTED DATE : 3/7/2018 TECH: JMUROSKI VERSION NO 4mO SHEET NO. S4 SIMPSON HGAMli W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & 1 /4"x2 3/4" TITEN TO CMU SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL TOP CHORD BLOCKING FOR tFIRST FOUR TOENAIL W/ (2)16d NAILS 2"x4" OUTLOOKER @ 24" O.C. BACKNAIL W/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR --\ SHEATHING DETAIL SIMPSON H10A w/ (18) 1 Od x 1 12" AT EA.� OUTLOOKER BACKNAIL w/ (2)16d NAILS 2"x4" SEE STRUCTURAL NOTES - OUTLOOKER AND NAILING SCHEDULE @ 24" O.C. FOR SHEATHING DETAIL ROWS OF 45° ± 24 MAX. TOP CORD BLOCKING 45°± 2X4 CONT"L"BRACE TRUSSES @ SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2)1Od 3" EDGES OF 2x4 CRO BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" 0/C. CMID HEIGHT SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE oTO 48" O.C. EACH JOINT W/ (3) 10d @ 8'-0" 0/C. EXTEND AT LEAST 90% OF MAX. & (2)10d TOE NAILS @ AT LEAST 90% OF WEB 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5Aw/ (10) 8d SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROM LEDGER TO ' 7/16" OSB SHEATHING & (2)10d TOE NAILS @ BLOCKING — -� ATTACHED WI 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 OdXT' 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 6" O.C. INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ 10d NAILS @ EDGES AND 12" O.C. FIELD 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) �v FASTEN WITH 10dx3" @ 4" O/C SPACED @ 48" O.C. INSTALLED PER MANUF. 2"x6" P.T. SILL "J" NOTCH "L" BRACE HERE MOISTURE BARRIER 5/8" x 10" BOLT @ 48" O.C. WEEP SCREED 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ ($) O.C. MAX w/MIN. 4" EMBEDMENT IN KO BLOCK -T MOISTURE BARRIER 10dx1 1/2" NAILS AT EA, ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" '� EMBEDMENT IN KO BLOCK GABLE WEB S E CT I 0 N 2 WEB, USE MSTAM36 w/ (7) IOld NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. SCJ SCALE: N.T.S. Srj TITEN ON OUTSIDE BACKNAIL W/ (2)16d NAILS REFER TO DETAIL J ON SHEET S5 FOR N SEE STRUCTURAL X-BRACING, AND TOP r NOTES AND NAILING CHORD BLOCKING N SCHEDULE FOR INFORMATIONz oo °° SHEATHING DETAIL 2"x4" CROSS BRACE WOOD TRUSSES � oo oo APPROX. 8" FROM RIDGE FASTENED AT 1. 2x4 RAT RUN BRACING EACH JOINT W/ (2) AT 24" O.C. ON TOP OF 1 1 2 1 1 2' 10d & (2)10d TOE BOTT. CHORD FOR 4 NAILS @ EA. END TRUSS SPANS ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING AT EA. TRUSS JOINT „ „ „ @ 48" O/C FOR THE (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 2x4 BLOCKING 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS FIRST (4) ROWS OF TRUSSES FROM EA. @ (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 & TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL w/ (2) 16d TOENAILS MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH SIMPSON H10A w/ (18) SIMPSON SP4 w/ (6)1Od x 10d x 1 12" AT EA. 1 12" AT EA STUD (USE BACKNAIL w/ (2)16d NAILS OUTLOOKER SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 2x4 OUTLOOKER @ 24" TOP CORD BLOCKING O.C. (OPTIONAL -SEE FOR FIRST FOUR ROWS 4 MAX' ELEVATIONS) OF TRUSSES @ EDGES OF SHEATHING TYPICAL DOUBLE TOP PLATE 2x4 CROSS BRACE APPROX. 8" 2"x4"CROSS BRACE FROM RIDGE FASTENED AT APPROX. 8" FROM EACH JOINT W/ (2)10d & (2)10d RIDGE FASTENED AT TOE NAILS @ EA. END EACH JOINT W/ (2) • 10d & (2) 10d TOE 2x FRAME WALL (SEE WALL NAILS @ EA. END ' SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 1Od NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD END TYP. TOP & (2)16d NAILS 2x BLOCKING BOTTOM ATTACHED W! (2) 16d TOENAILS 2x4 PANEL BLOCKING @ 48" O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM 2x4 "T" ON TOP OF PANEL SIMPSON H10Aw/(18) 1 Od x 1 12" AT EA. OUTLOOKER (2)16d NAILS 2x4 OUTLOOKER @ 24" O/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ MAX. EDGES OF SHEATHING TYP. -"L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) r-GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" EA. END TYP. TOP & BLOCKING, FASTEN WITH SDS SCREWS TO TRUSS & (4)1/4"x3" BOTTOM ATTACHED w/ (2) 10dx3" @ 4" 0!C SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12) 1 Od 16d TOENAILS 2x4 LEDGER (MATCH BOTTOM NAILS AT EACH STUD DBL. TOP PLATE CHORD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION LL SECTION 4 SCALE: N.T.S. SCALE: N.T.S.S5 15 SIMPSON H10A w/ (18) 1 Od x 1 12" AT EA. 2x4 OUTLOOKER OUTLOOKER F@ 24" 0!C TOP CORD BLOCKING FOR VAFIRST FOUR ROWS OF TRUSSES @ 24" MAX. EDGES OF SHEATHING TYP. li-"L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" (2) 16d NAILS OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. JE AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION 2) ALL NAILS PENETRATE AT LEAST 314 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4 DIA. x 7 LAG SCREWS OR EQUAL 2x4 "T" ON TOP OF PANEL I OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH L 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 CMOSAMEINUMBER OF ROWS SAME LS. (ONE INTO EACH SPAC NGDE E OF - D ) ��� SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS ( a l SECTION g = ADDITIONAL INFORMATION, N O N Al MINIMUM 2x CROSS BRACING 00 (SEE PLAN FOR PE LOCATIONS) t (2) 16d PER JOINT N O 3CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 N CROSS BRACING DETAIL J N > SCALE: N.T.S. S5 it °2 12 C. 0 6.9 MAX. a. T 2"x4" OUTLOOKER @ 24" O.C. W/ (2)10d PER JOINT 1Odx3" O/C @J 2"x4 TOENAIL 6" O/C RUNN W/ (2)16d TYPICAL NAILS ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. 1 GABLE TRUSS "L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 S5 I JI II . d II ° Jl m \ II II -11. ° II ° a Ile 1 `-CONT. BEARING Y 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 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES SCALE: N.T.S. S5 \-MINIMUM (2)16d PER JOINT L-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) a 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)1 Old WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) \-BRACING w/ (3)10d x 3" AT • EACH CONN. @ 24" O/C SIMPSON HGAMIOKTAw/ (4) MOISTURE BARRIER 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" BOND BEAM TITEN TO CMU MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATIO(UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - 3'-0" T-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) \—STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=T-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. W a z 9�� Y CORNERJACK Q � W Z O HIP FRAMING REFERENCE PLAN 0 w a_ x 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1 Od NAILS @ 4" O.C- TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL/"-6 SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" 0/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-t CONTINUOUS BOTTOM CHORD BRACING 2X4 MIN. 3 w ---- ---- _ CU LU 0 , o 0 iz o W m o 0 p 0 C1 W <? CD o T X W NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS n- /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 W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION (9 12 M 0Iff - CD z 1Wz� 0 C w 0 w 01- �� ~ U 0M m r- W ~ 8'C N Mp M co = g? O o 0 Ci o 5Uccoo q ao <C 0 Ln CL b rn Q d B D. N �D W Z Z - 11• M aQ 7 t` O U _ w W a_ `� �C_ w WS'LLo a ti z in O = a 4n w C C0 O (� m o V LLU 1'�,owi1E F %ZS Q :�' O� z s��fl(!/� o E Bt��a°� f1Pt3Ic�SQ 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. L NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oZ z<a EF w �EL I~�80 �0wZ 0 J O'� o U8 O L Ln L a Z O ¢z �Z �3 0 OV 4 J nJ = t...� 0 � !� 9 R E o� W��S�yy V pia 0 N � Zaza Z go 0 z *-j Lil a � -W -1 rl W z 11J � z O Z o ~�o $ N o m 00 Z g W = �z LU ,--+ a U0 o SCALE : AS NOTED DATE : 3/7/2018 TECH: JMUROSKI VERSION N0. 4s0 SHEET NO. S5 9 -o v v N O 7t co Cq t 00 m rn 's c0 N 0 to N I 00 z -v Q 3 a 0 N 0 n E E 0 a 0 J N LZ U 0 U y U 0 a a 00 0 N M Y 0 f DOOR JAMB (REFER 1X4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOORJAMB (REFER 1 X 4 1/2" DRYWALL MAX 8 UNACCEPTABLE INSTALLTION TO SHT. SDW2-K1 P.T. TO SHT. SDW2-K1 TO SHT. SDW2-K1 FOR CONN. DETAILS PROPER INSTALLATION DO NOT DO THIS ' 2"x BOT. PLATE W/ (2)10d @ 6" O.C. FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4 1 X 4 #5 REBAR ♦ (TYP) TYP, 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 1 X 4 3-1/4" LONG X 3/16" 0 FURRINGTAPCONS 3/16" 0 X 3" LONG FURRING 3/16"Q1 X 3-1/2" LONG FURRING #5 REBAR (TYP,) ♦ ' AND NAILED W/8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD 2X BOTTOM PATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED TAPCON. INTO STAGGERED @ 16" TAPCONS STAGGERED 2X8 ♦ ' BLOCK@ SPACING 1 " DETAIL 1X8 P.T. STAGGERED @ 16 O.C. O.C. 2-ROWS INTO 2-ROWS INTO 1X8 PER MANUFACTURE MASONRY THROUGH 1-1 /2„ DETAIL MASONRY THROUGH 3 t9 DETAIL STD. 90^ ♦ o TD. 90 HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" METAL SEAT PLATE TAPCON @ 16" O.C. & 4" FROM 1 X4 P.T. 3/16" x 3 -1/2" DOOR JAMB (REFER 1/2" DRYWALL 1 X 4J NOTE: AP SHEATHING TO DOOR JAMB (REFER EACH END WI MIN DOOR JAMB REFER TAPCON TO SHT. SDW2-K1 FOR BOTTOM OF BAND TO SHT. SDW2-K1 2" EDGE DIST. TO SHT. SDW2-K1 CONN. DETAILS JOIST TYPICAL FOR CONN. DETAILNo S FOR CONN. DETAILS 10d @ 12" O.C. 1 X 4 FURRIN _ _j 2X8 P.T. WITH 3/16" Q X 3" +2 ' - NOTC @ FIRST COURSE SIMPSON HGAMIOKTA @ 12" O.C. w/ (4) 1l4x1 1/2" SDS SCREWS LONG TAPCONS 2X8 P.T. 2X8 2x P.T. AS REQ'D STAGGERED @ 16" O.C. I ♦ INTO BAND JOIST & (4)1/4"x2 3/4" 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1 /411 DETAIL +5^ NOTCH WEB AT THE ' FIRST 2 COURSES ` TITEN INTO K.O. 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 SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION A_A UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. = 1610 #FOR 2 STRAPS FILL 1st 4COURSES EMBEDMENT INTO BLK.) 1/4" MAX SOLID W/GROUT 2'-0" 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 8" 1 PLY PRE-ENGINEERED TRUSS BLOCK HEADER ARCH BLKG. & BUCK 1/4" x 31/4" TAPCONS a SIMPSON HM9KT w/ (4)1/4"xl 1/2" SDS 1/2" DRYWALL * SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7)1/4"x2 1/4" TITEN = 2150 #) 2 x 8 45^ DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION a . 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 i/2" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR CONTACT ENGINEER OF RECORD FOR -p. SCRIBE (NOTCH) POLY CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. FURTHER INSTRUCTIONS. BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3)10d NAILS AT EA. END RETROFIT TRUSS DETAIL OVERRAN CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL NTS INSTALLATION DETAILS A 4 MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK, OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. START OF ARC IF TRUSSES USED) W/ (3) #6 X 4%" WOOD NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. 4' MAX. RAID. SCREWS @ 16" O.C. MAX. OR IF MASONRY XO(, (2)10d NAILS @ 8" O.C. ERyq ARCH DETAIL WALL USE (3)1/4" X 31/2" TAPCONS AT 16" TO TRUSS TOP CHORD N SCALE: N.T.S. SS O.C. 12 + �F + + &G7)y PLYWOOD SHEATHING 1 r_prr 51_011 JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + OlLf INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS e „ WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. B_B ROOF SHEATHING ATTACHED + REQUIRED 0. 1/4" MAX EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL TO SUPPORT e �: ° 2'-0" 8" TRUSS + SOFFIT + . , . ,: d o #5 BAR BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 5 12d NAILS SIMPSON ( ) + p• 10" s d ° 4 CENTERED W/ 1 X 4 FURRING BLKG. &BUCK 2X6 TO 2X4 H2.5A w/ (10) 2X4 SYP ► ®° > • . ° '� .� 9 IN TOP 4 8d NAILS EACH TRUSS _ KNOCKOUT/ N e ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE B 2 x 8 VERT. W! (2)10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ (3) CONNECTOR °� — D. MONO FOOTING, ... .•, eVERT. 10i BRACES WHEN HGT, OF BRACE EXCEEDS 24" TAPCON AT EA. SIDE BUCK - (1) WITHIN 4" 12d NAILS SEE LINTEL SIZE AND REINF. PER PLAN AND SECTION DETAILSLEAVE TRUSS PROVIDED BY SCHED. A CUT OUT IN O.S.B. ON T MIN. OF START OFJACK TRUSS COMPANY OR 2x4 e .> 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT CLEAN FILL A. DIRT ? z TO BE INSTALLED 000, BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL ° STANDARD o a'. , SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION 90 HOOK N #5 BAR IN " TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4Y2' WOOD FOR OVER HANG FILLED CELL - 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") - • °- °- - - • , ° ° ° ° ° INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL 4 MAX. RAD. WALL USE (2)1/4" X 31/2" TAPCONS AT 16" J - - `' ° ° ° ° ° ° THRU OSB INTO 2 x 8 O.C. °' •' °' •' °' •' °' •' °' ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS B-B ARCH DETAIL rK SECTION @ ENTRY L SECTION @ ROOF EXTENSIONrM STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" = 1'-0" SS SCALE: 3/4" =1'-0" SS SECTION DETAILS SCALE: 3/4" = 1'-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR INHOOKED 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR x 1 SIMPSON2" MUST BE PACKED WITH NON -SHRINK GROUT USUALLY ± 2 ) BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4' EXPANSION BOLT (2 WHERE THIS CONDITION 1/2" NAILS NAILHTT4 U S & (1d STUDS & (1) - E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS PER ANCHOR 9 ga. PANEL j 1 #5 BARS CONT. () OCCURS 5/8" DIA. ALL THREAD ROD L "SET" � Z #5x6' EMBEDDED INTO EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING TOP WITH MIN. 3" EPDXIED w/ SIMPSON a O SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER COVER 6�_p" F F EPDXY MIN. 6" EMBEDMENT & 2 FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) 3" MIN. EDGE DISTANCE LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE EXPANSION STRIP o v NON SHRINK GROUT. THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL o' ��—r p p' w a A REINFORCING AS FOLLOWS: * - SEALANT � �—�—I —I — �• : - c � -�—�(— Q cl) �'- j PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. c IIIIII�� J * PRESS PANEL REINFORCING INTO PLACE. _ — P � U Z _ #5x6' EMBEDDED INTO * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL 6 MIN. LAP SPLICE W/ REINFORCING PANEL P — — _ ¢ _ � to EXISTING FOOTING 2 #5x6 IN CONC. ) ( FILLED SMOOTH. DO NO FURROW. ° .: — — , III I ct CELL —T �Tfill DRILL 3/4"x5"MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE c.t p X. REMAIN FREE OF MORTAR. NOTE: "' z_ \ H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r g S C . TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° a 4" SAW CUT OF GLASS BLOCKS AN•( WIPE SURPLUS MORTAR FROFORE GLASS BLOCK DETAIL \ (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEEMOVE MORTAR TAKES FINAL ETFACES 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. or COVER EA. WAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. j SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4 = 1-0 „_ SCALE: 3/4 -1-0 FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. i UV zo z� z Q 0 L/) (D (1) w � o p w 01, m N LU E cm [O cM7 e U _ (6 'C' O O N U L LL 00 -00 @ < 0) NO fz- to Q O B D. N C B D C 4y N �D ,N+ to YI Z W M C-5 C5 z° U J a _� LULU - �13 Z c4a z 0 N Z a�22N Q W NQ�-- A es co ro b� z '•y f �^ 0, '• Et. •. F,=OFES5IQ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oz 0 �o W >f>-F W CZCL UZoo z < �=zz J g og� 0 LL N 10 zap L ce g 43 Q O ._ J W �W J oo uj 0 -. W U a N Q zaOJ¢ CY- Z � Yo�o W W L0 ?--Iw W ¢ W� U)�Zo �<< �cez 00 tV ¢ Z a Z o 00 Z Lu = 0 a O 0o g rn T_q a cn o SCALE : AS NOTED DATE : 3/7/2018 TECH: JMUROSKI VERSION N0, 4n0 SHEET NO. SS CROSS BRACING DETAIL (TYP.)- SCALE:NTS TRUSS NOTES: FRAMED RIDGE CON1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY B MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS 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 v v S N 0 CN 00 i i m N v N 0 a 00 co `a. t ao EI E 0 co 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 (7� SCALE: 3/4" = 1'-0" CB 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 i3 TB 7 PRE-ENG. TRUSS I CONT. ROOF SHEATHING AT TRUSS TOP__ CHORD AT ALL HAND FRAMED AREAS TYP. DIAGONAL - AT 8'-0" MAX TRUSS SEE ROOF PROVIDE 2X4 MIN. BLOCKING AT PLAN SHEATHING OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD 2X4 BLOCKING TYP. BETWEEN TRUSSES TRUSS SECT. A -A �A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACKjr MAX 24" SPAN (EITHER USSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS —' AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: NTS (2) 2x8 #2 SYP w, O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 44 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM a@ RAISED ENTRY 2 MASONRY WALL 4 SCALE: 1/2" = V-0" SIMPSON LSTA18 VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) w/ (12) 10d NAILS CENTERED AT 1S6d IIN ONHEADER &/(6)4) I SEE PLAN 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 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM 2X4 CONT. AT—/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL a@ INTERIOR BEARING SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT VARIES 2X4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d TOENAILS TO TOP PLATE & (2) 12d END NAILS TO TRUSS BOTTOM CHORD ROOF SHEATHING ATTACHED PER NAILING SCHEDULE COMMON TRUSSES. SEE TRUSS PLAN FOR CONNECTION INFORMATION. SEE PLAN ALL LOCATION �-- MIN. 2x4 #2 SPF STUDS @ If 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO SEE PLAN FOR PLATE BELOW TOP OF WALL MIN. 2x4 #2 SYP P.T. PLATE W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE o 16" O.C. MAX. INFO. SECTION @ ENTRY s 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 SCHEDULDE/ON PLANM OPTION B CONNECTION INFO OPTION C. COMMON BM. TO POST ATTACHMENT rA 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 SEE PLAN FOR CANT. IF INDICATED CORNER SEE FOUNDATION PLAN FOR MORE INFO 5" COMMON BM. ATTACHMENT SCALE:NTS 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO, EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 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 a@ FLOOR CONNECTION 22 SCALE:NTS SCALE: 3/4"=V-0" SEE VS5 FOR ADDITIONAL OUTLOOKER INFO. ju. TRUSS 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM BM. SPLICE OVER CENTER OF POST MIDDLE SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. —• MASONRY WALL BELOW: SIMPSON a<. HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN a<. (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS Q COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE 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 a@ ENTRY FRONT WALL 2x4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3) 10d SCALE: 1/2" = 1'-0" 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 H Z 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/— ' (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"=V-0" DETAILS &SECTIONS U za —co ¢� a z (nv) 01 (D u, a) +- W CQ o .0 - 0 w I— 2 �('n U �C) m W E -- 8 N M >) M N -00 2,o ' 0 o U cn a)� C Y o "- co O Y iz- < cgs (5Qo BID. N. N M � W N1W�O N O 4 O Z M N LULU a 5 Z p 1 N oqo N Q M Q umZ Q Mi/ W ❑ ❑ eO WN, °. F,N 'G n h �$ •�� t O '' ' 4u FESSXO To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LE AR 4600 W. Cypress St, Suite 200 j Tampa, FL 33607 WWW.LennarTampa.com �Z 0 2 Lu z¢ a f F w�ir[r N �oLUz ate-' co '<` O��o U. r�7/7) L W L 0 z z z o Q 2: E z t u U 4 z C W -� z O 0 J LU U = U) 00 �.;. Q �oOU 0� W U�6 tR J � N 0 ZaZ¢ gg Z 0 "2 ,�-I L0 J L1J ¢ a z o uj 00 N ¢ Z " <Q zw Z = N O �zo 100 O 06 Z g LU =LU J N SCALE: AS NOTED DATE : 3/7/2018 TECH: JMUROSKI VERSION N0. 4n0 SHEET NO. D 1 a (D S co 0 CV I- N 00 i E5 m rn ,o 's <o cV �O O J co 02 E 0 x .; CN CN M V) 0 �nl n 1 10 1/�/EATHER ✓E BARRIER & tARILY SECURE WEATHER RESISTIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weat THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER S DO Na BOTTO FLANG, SELF -ADHERED FLASHING HALF ROUND WINDOW EXTERIOR SHEATHING WOOD FRAME CONSTR. SELF -ADHERED FLASHIN BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI; UNDER DECKING (SEE DETAIL WP07) ED FLASHING E AM Eon 4SHING WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 314"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING �- SELF -ADHERED FLASHING SUBFLOOR RIM JOIST SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-V BEAD OF CONSTR. INSTALL SELF -ADHERED ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THRESHOLD OF DOOR AND RETURN FLASHING, SEE UP JAMB 6". USE LIQUID NAIL BRAND SEE FLANGED WI D OW OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) O SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING PATCH 8 2 8 z U vSELF-ADHERED FLASHING SELF -ADHERED FLASHING 1 2 311 MIN 4 1 Lf1Vl IIIYI] 1 L/'�VI III Y\.] Q 5 SELF -ADHERED FLASHING SELF -ADHERED FLASHING • FOUNDATION WEEP SCREED DECK JOIST off$ OUTSIDE CORNER ' • 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 SELF -ADHERED FLASHING INSIDE CORNER �Ground� 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 (lashings 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 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 Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL NOT USED NOT USED NOT USED SCALE: NOT TO SCALE im e 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 CD V a Z - _ C) Zto Z Q a U, ZCZV) 0 4--d W � o • O W Ln N E ~ N co m ti CN W E 8 e) M 0) CO a O CO T.= CV O O O co Ili I U Q a) .�... O Y co �v chap B D® N N cs� Z M S "_ Z W Z75 :2 H, c, W'aU)Ho '"' = = LL O � [Sj Im`��" w >Z -E io Z 0 w m o r CA N�M� W a N¢M a WLZ o Cj U O WWW.FDSENG.COM li ii 22 0 N_ O CV Co 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LE N NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oZ 0 �a <pF Q2'(r W '400 z U Z ) Lu f J a �p V _ o iEo V W C, Colo Q z55 L N ¢S LL 43 �Q 0 O J W U = W 10u00 F- Y ova-i?8 W O m a Z�Z� fV � ¢ oC a L o g� Z �0�2 z W �--I Ln it a � ti ��+;B Z J r-i tL LU 9 8 g00 at¢- Q Z LU�z Z � 10 o dam' f Z � � J Z � W 00 g _ Lu rn ,-i a Ln o SCALE : AS NOTED DATE : 3/7/2018 TECH: )MUROSKI VERSION N0. 411 SHEET NO, WP 1: N Cn Ca (D -�-e U NO ''--' Z7 C CD CD- O O Co -0 a- • � r ' i/) ® O 0 � a March 20, 2018 O Q O S M O y- Co Re; Wood Construction Connector Compliance for 2015 International Codes 8 2017 Florida Codes O N L_ -� �. To Whom it May Concern: 0 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 Establishing Loads of Joist Hangers. Previous versions of the IBC and FBC required testing to comply with ASTM D1761 Test Method for Mechanical Fasteners in Wood. Both methods determine a connector's allowable load as the lowest of the following: 1. Lowest ultimate of three tests (or average of 6) with a safety factor of 3 2. Average load at 1/8-inch deflection 3. Calculations per American Wood Council National Design Specification for Wood Construction (NDS) The primary changes in ASTM D7147 are requirements to measure properties of the tested materials, such as steel strength, fastener strength, and wood specific gravity. The tested ultimate loads most 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 2016 to incorporate a methodology to evaluate products to the 2015 1-Codes Simpson Strong -Tie is working on re-evaluating wood construction connector loads to the new standard to update our product evaluation reports to the 2015 I -Codes: As soon as the updated evaluation reports are completed, we will apply for Florida. Product Approvals. However, reevaluating a large number of products will take time. While manufacturers work with product certification. agencies to update their wood connector evaluation reports, we recommend that building departments under the 2015 I -Codes and 2017 Florida Codes continue to accept code reports showing compliance to the 2012 and 2014 editions, respectively, until July 201'8. The information in this letter is valid until 613012015 when it will be re-evaluated by Simpson Strong -Tie. Please visit www.strondtie com for additional pertinent information If you have questions or need further assistance regarding this matter, pleasecontact the Simpson Strong -Tie Engineering Department at 800.999.5099! Sincerely, SIMPSON STRONG -TIE COMPANY INC. Keith Cullum, P,E., LEED AP dwfBDW Engineer, Southeast U.S. Branch page I of 1 Simpson Strong -Tie Company Inc. 2221 Country Lane McKinney, TX 75069 Phone: 972 542.0326 Fax 072.542.4139 * w.shrialie.com E W z �_ O L O U O n� W CU W U¢J G Q Z z Q J a SHEET NO. PA 1.0 A3 FL17244.1 . n ESR-3455 A23 FL10446.2 ESR-2608 HD210-2 FL17232.3 ESR-3445 HU210.2 FL10856.4 ESR-2549 HD212-2 FL17232.3 ESR-3445 HU212.2 FL10856.4 ESR•2549 HD216 FL17232.3 ESR-3445 - HU216 FL10856.5 ESR-2549 HD216-3 FL17232.3 ESR-3445 HU216.3 fL10856.1 ESR-2549 HD28 FL17232.2 ESR-3445 HU26 FL10856.3 ESR-2549 HD28-2 FL17232.3 ESR-3445 HD28-2 FL10856.4 ESR-2549 HD410 FL17232.4 ESR-3445 HU410 FL10856.9 ESR-2549 HD412 FL17232.4 ESR-3445 HU412 FL10856.9 ESR-2549 HD810 FL17232.4 ESR•3445 HU610 FL10856.10 ESR-2549 HD0410 FL172417 ESR-3444 HUC0410 FL11488.11 SIM200804 HGA10 FL17699.1 Evaluation Report HGAIOKT FL11470.4 SIM200803 HGAM10 FL17699.1 Evaluation Report HGAMIOKT FL11470.4 SIM200803 HHCP2 FL172367 ESR-3448 HCP2 FL10447.2 ESR-2551 HTA18 FL17680.4 Evaluation Report HETA18 FL11473.5 SIM200802 HTA20-18 FL17680.4 Evaluation Report HETA20 FLM11473.5 SIM200802 H'rT16 FL17324.2 Evaluation Report HTT16 FL11496.1 ES-0930 HTT45 FL17324.2 Evaluation Report HTT22 FL71498.1 ES•0130 HTW18 FL17244.8 ESR-3455 HTS16 FL10456.22 ESR-2613 HTW20 FL17244.8 ESR-3455 HTS20 FL10456.23 ESR-2613 HTW24 FL17244.8 ESR-3455 HT524 FL10456.24 ESR-2613 HTW30 FL17244.8 ESR-3455 HTS30 FL10458.28 ESR-2613 HTWM16 FL8223.2 Evaluation Report HTSM18 FL11473.11 SIM200802 HTWM20 FL6223.2 Evaluation Report HTSM20 fU1473.11 SIM200802 HUGT2 FL8223.3 Evaluation Report HGT2 FL10456.18 ESR-2613 HUGT3 FL8223.3 Evaluation Repo PRODUCT APPROVAL SPECIFICATION SHEET (2018) March 28, 2018 As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a building permit, We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures 1. EXTERIOR DOORS A. SWINGING ThermaTru Firber-Classic and Smooth -star (NON -IMPACT) pl2pgg1,1 +67.0/-67:0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20463.6 +87.0/-67.0 psf ThermaTru - Firber-Classic and Smooth -Star (NON -IMPACT) pl2pggi,g +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.14 +67.0/-67A psf ThermaTru Classic -Craft and Benchmark FL15225,1 +87.0/-87.0 psf ThermaTru Smooth -Star and Benchmark FL15225,5 +67.0/-87.0 psf ThermaTru FiberClassiq Smoothstar, ClassicCraft, Rustic FL7640.1 +87.0/-67.0 psf B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf PGT Series 5570 FL251.10 C. SECTIONAL Clopay Building Products Residential wndCotle Doors W5 (SX7) FL15279,37 +30.0l-32.0 psf Clopay Building Products Residential WindCode Doors W5 (16X7) FL15279.53 +30.0/-30.0 psf Clopay Building Products Residential WindCode Doors WB (SX7) FL15279.85 +38.0/-42.0 psf Clopay Building Products Residential WindCode Doors W8 (16X7) FL15279,102 +37.0/-41.0 psf D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single Pairs of Doors FL11537.1 NIA (see lost 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.Ot-50.0 psf C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.0/-40.0 psf PGT Series 5520 FL243.9 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A PGT Series 5500 FL281.1 N/A E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Gemplank Lap Siding and HardiePlank Lap Siding FL93192.1 - FL13192.2 N/A B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.01-70.0 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 Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A E. ROOFING TILES Borai Tile Villa 900 FL7849.27 - FL7849.28 N/A Borai Tile Saxony 900 FL7849.16 - FL784920 N/A F. METAL ROOF Gulf Coast Supply &Manufacturing, LLC 0.032" Aluminum GulfLok 16" wide roof panel - FLN651.2 R3 N/A 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels _ FL15078.1 - 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 sae chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 • FL1999.4 N/A MiTek Industries, Inc. Truss Plates FL2197.1 • FL2197.5 N/A G. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL8527.5 NIA D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL156.1 NIA Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A The products listed below did not demonstrate product approval a review. p p t plan r i I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE N Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application DefeE Pap. t 115no1s Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pope i +lanais Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pepsi vswis Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pass I of 2 , 5rm1a C/) —00 -a--a � (� (D C) +� (D Cf3 O /t "fir W .0 CU �•/ Q O L— • L O � O 0 ICU O }a ICU E ^' .� � O Co Er— Co frp— H w ! /'1 � v J /t W •' n^ v, ICU ICU " /0 Li FL62Mt14u QM Dow or ! QaOa late Validated By MOM Yt�en Nmtda9t■[ � Valued aI 1W Acomwal Am[1�d am& Revision 2017 Thomw-Tru Corporation Rick Wright Lyndon F. Schmitt, P.E. Ryan J. K n% P.E. 10/15=7 07/1212017 10118FA17 12H2/2017 Approved Category: E7rtdor Goon (41 2�-1740 PE43409 (813) 767.056 8ubcaboory: Swinging Exterior Door Assemblies nxbldgconsuaante. Compliance Modred: Evaluation Report halt a own Florida Registered Architect era Ucor*W Florida Profexbwl Engineer Approved for Appronrod for Use imam OMIan P Medal.NumberorXams Ilea# a.Therd Nile 4 IatDitli gi■WI.tOQa P.meuu 1 a. Thehma Tro Fatal-Cinek and SmoolM5ter Noatina18dg99;8 &quoCNon•ImpeGBquot; Opaque 12I31/202p No Yee No WA 3Wgte Doer Comport C-dpo g; X configuration) (Inawlnpl0utwtp;Xceatguntlon) F112wB7A3 990 En t or 20 20 laf:r� 20 lone Yllel4n IMagddfaBl[u contact EmWut&.Ll�s YaddMed.a( Validated $Jdmrsbltad lE&.Aaoonta! AParMC4d it"� Revision 2017 Tbe gory: Corporation Rick Wright Lyndon F. SchmkM, P.E. Ryan J. King, P.E. 12/132017 12/132017 12212017 Pending F� Category: Subcategory: SM' Doan (419) 2mbidgl0 PE43409 (813) 787A588 8ub'GtagwY: Svnnphg Exterior DoprAaesaoltea rlckw�rwbldpcpnau&aMe. Compliance level Evaluation Report from a com Florida Registered AArdnnBed or a Licensed Florida Professional Erred Arch" FL6194614l2 99111 Eno, Ice. late PalaPmano dell I)M lion mwndnw Va1Wabd By Y Sum( R Aonrmffi Abdo Revision 2047 TMmu-Tru Corporation Rltic Wright Lyndon F. StltmWl P.& Ryan J. IOrq, P.E. 10f1612017 07112f2017 t0/18r2017 11/12n017 Approved Category: Exterior Doom (419) 298.1740 PE43409 (813) 76747565 Subcategory: Swinging Exterior Door Assemblies dakw@Wkl9consuaenb. Compaance MstMldx Evaluation Report from a com Florida Registered Architect or a Licensed Florida Professional Engineer FLe2114614t2 Products ones, ABYrsO■ Airwaves .for ENO Approved .for lhe IM■lM 261= Product Medal. NumberwNaar ProductOesedoum OutfitHVHZ d Opaque 1213111020 No Yes No WA 8 f. Tbemr Tw FiberCiwlo and Smooth-3tar Nominal Edge riergamem Single Dow Composite Edge Faxeglaee glrgb Door (naxlr Ckdowing; X configuration) FL620461413 SM t lap tat Date arallm lam Ong! version Manl�gffi Ena war& Lice se ValWaed By V $ate FBC Amiroval Approved Dom Revision 2017 Ttenns-Tru Corporation Rids Wright Lyndon F. Schmidt P.E. Ryan J. King. P.E, 12/13n017 12`1312017 1212112017 Pending FBC Approval Category: Exterior Donn (419) 298.174o PE43408 (813) 787.8565 8ubesispory: Swinging Ezbtor Door Assemblies ddwrQrrwbWpwrroueams. Compliance Hatred: Evaluation Report from a own Florida Regbnred Architect or a Licensed Florida Professional Engineer Fl1261614t2 Surds E Qate IIMe Dab Momentum 20 nm VAnkO Sim EralO &L.4 �- Validated By vy(�g FBC Approval Amoravoill Revbbn 2017 Theme-Tru Corporation Rick Wright Lyndon F. SchmWl P.E. Ryan J. King, P.E. 101152017 071122077 10,180,17 1217212017 Approved Category: Exterior Doom (419) 2WI740 PE-434M (813) 767-M5 SubCategorry: Swinging Ex atbr Door Aw amNbs rlckwarw axigoonsubms. Compliance Method: Evaluation Report tram a oom Florida Registered Arbil or a Licensed Florida Professional Engineer FL#g4461at2 Product Quality Assonance Approved for Use Ancrand jor Un need 20110 ;)gad ProfLatModal.NumberwNees deign Q, Pwwm Glazed 72I31I2020 No Yes No WA 9 i. Thelma-Tm Flbx�teNd and Smooth -Star Nominal 6&Edg;8 &qu�ass Single Compos8e Edge FlbergWa 80gb Door (Vrewkgioubwkng; X coo6gundlon) FLe20a14a Sam Inver L late m �Pllttdm Jars IDM Voted- Contact EgWdmeC3LIa� Yalarmd By MOM F.EG A-11 Amrarffi $lets Review 2017 Theme-Tm Corporation Rick Wright Lyndon F. SchmK P.E. Ryan J. King, P.E. 12/132017 12M32017 1212112017 Pendkg FBC Approval Exterior Sw Donn rtdm r*bW40 PE43409 (813) 787-0556 CidSubcategory; SubCsbgory: Swinging Ezlerbr DoOrAseambliee nckw®nwbWgonnauaaMp. ComplW m Meelod: Evaluation Report from a oom Florida Registered Architect a a Licensed Florida Prafaesbnal Engineer aSIO t.B2 Saluda lAdtL9t Iota t'?tie Dab Pomona late �. � VA Conrad Enaaurr & Lone ymiadw av ya tN, revision 2017 Therme-Tru Corporation Rick W09M Lyndon F. Schmklt. P.E. Ryan J. King, P.E. 10h152011 07/12/2017 IO(IS 2017 121/2 2017 Approved Colmil : Exterior Doom (419) 298.1740 PE-43409 (813) 767-0655 SubCabgsry: Swinging Exterior Door Assemblies rklmanuMdgmnsuhants. Compifma Meows: Evaluation Report from a com Florida Registered Archbrct or a Licensed Florida Professional Engineer F1 Quaw AnsweredUse Agg�d� tm■t !� ��Product Number w Name Product Description � 14 n. TMmna-Tm FiberCbulo and Smooth -Star Nominal S&*39;0 8quctNon•ImpadBqua; Glazed 12/3112020 No Yes No WA Composite Edge Fiberglass Singh Door (kevrNglOubwing: X con8gunton) FLa20461-Rit E0dtC4[ laf: laic a Ic mm YaMl94 mama %= Conrad E09�LA.L Validated 91 Yal i $■rsMad l Ag2amrsd ELte Revision 2017 Therms-Tm Coryontion Rick Wright Lyndon F. Schmidt P.E. Ryan J. King, P.E 12/132017 12/132017 122120i1 dug FBC Appn Category: Exterior Doom (419) 298.1740 PE43409 (813) 7873555 Subcategory: Swinging Exterior DoorAsaemales ddw+�rwbidgcowumnis. Complbmfe MNhot: Evaluation Report ham a eon Florida Registered Architect or a Licensed Florida FIf2a41111443 Products FL620d61473 Product FLf2016141S Product Profeaicnal Engineer Effie i a, Thama•Try Flbei'Cteab and SmaofhSfw Nom os to Edge &q agoom, Ingle D quote Opaque 72272021 Single Door Composite Edge g; X configuration) (Inawinpl0devkn9; X cealquratlon) Approved for Use Approved 1nLUtRZ 4f No W lh. kWM Yes No 2010 E WA Ant 6 ProMrdMedoL Nunhsrw Nsms L Thema•Tru PlbeCheeic and Smooth -Stet Quaft Aluminum CorWaetExphrlon Dab Nominal 88i39;08xand;Non-Inpadaqud; Opages i2r312o21 Composite tows o;XconFiberglass, mftI Dpor (wwinglOutewing; X cen9gurabnh) Pawrovellar Use Approved for Use ice l� No Yea hnmd Pla6Ml No WA - 9 Product Motloi�t umberw Namr L Themm-Tru FlberCtnb anti Smooth -Stu Quality Nominal BMCi9;8 8,ghohNon•lmpad8quot Olazed 12/31l1021 Campeau EdW g; X cones Single Door (nawloglOuhwNg; X configuration) A■ .Use Ae�.for thus No Ya Irs� Devon pt fb N!A Binla1.RSPmdupt 3onf 14 Produ AMOM Number w Nsrw n. TMmm-Tw FamrCtesb and SmootbShr Product Desadptierh Nominal 8&"%,0 &quotNon4mpadkuot Oozed 12A1n021 Composite Edge Fiberglass Single Dos "�'� "Anomvtd � Oubtm HVH2 No Yes �grs No WA Search .Crft ft smarch Crawls (Inewhg/Outowing; X conlguntion) Florida Department of Business & Professional Regulation Pape 1 a+ Florida Department of Business & Professional Regulation Paso + eft Building Codes and Standards rJ 2a1e Building Codes and Standards 11mole Product Approval Application Detail Product Approval Application Detail Florida Depaftirient of Business & Professional Regulation Building Codes and Standards Pa9. i a+ 11512018 Florida Department of Business & Professional Regulation Building Codes and Standards Page 1 a+ 116n018 1'Jti11225-M FIMD3i1BM Product Approval Application Detail Product Approval Application Detail 220 Ettft( or RIM gale wt Pandas RO Code grew or Iatft Rat Pals G"m late 14.11,162312,1114 Palle Yau19n contact B.Ok MaJ YaItN"EX Yard that FBC Amovol Approved Risen mn Version Wm[ectYrs[ Contact EmJhmw A&Ll@— Validated By YalWaled Subm lad F.&cA■istat Aggmlamt AM& Revision 2017 Tasrma-Tm Corporatlm Rick WdgM National Aeemdila6on& Ryan J. lOrg, P.E. 12/2M20T7 Og21/2017 t212212017 Apprgvatl Rev2g17 ision Therm+�Tm Caryoretiorn Rick WrightNational AaaeOeatlon 8 Ryan J. Keg, P.E. 72120n017 OBI2112017 12/222017 Approved Category: Extarlor Door (419) 29b1740 Management institute (813) 767-M5 Caegory: Exterior Door (419) 298-1740 Management Institute (813) 7678555 92511 grow �' tak m 2ro outcome": Swingng Exterior DowAeeambga dakw®rwbWgwnsutant. Subcategory: Swinging Exderbr DoaAssenrbga rkkw®nabldgconsWtnn.Engineerg TJ� Yonlan eaBldwW[4[ 3.Ltawe Vi1�Ml.®c Eg YaMdded hmitlm IJIS A EWlla va! eNaB Y I tip yag EnaLoeaLil�mbdBy Validated Saturated1 Approved $Ceti Com pgenee Meeod: Ce108eetbn Mark or Listing porn Compliance Matlmd: Certification Mark or Useg com Revision 2017 N Windows and Doan Usant 811fnger Luis Roberto Loma $him M. Urloh, PE =13=7 (Wi t12D17 081162017 f D102D17 Approved Revision 2017 MI Windows and Door 8mnt sa row Luis Robs" Lomas Steven M. Uddh, PE 06113=7 M1112017 09118f2D17 10/10=17 Approved Category: Exterior Doom (717).365.3300 PE-62514 (717) 317-8454 Category: Exteriorpoon (717) 3e5-33DO PE-62514 (717) 317-8454 )�1PPS SUbCabgory: Slurp Exterior Door beMnparrsmhvd.con BubCWpory: 8atlinp ExteriorDoorAesemblbs beMngesffinlxd-cam Qua&Asoumwd A0p[evfdterUa Appravedfw Lhs peat posion Quality Assummas, Approved for Use Approved for lha tnQakt latlm Campthnco Method: Evaluation Report ton a ComMim¢oMstlwtl: Evaluation Report from a Product Model, Number orNam Product DamNitOw Contract ftaha§M DAB in HVHZ PmaMte E2" Product Model. Number FOductDO-Antlm Contract Excinifflon Data In HVHZ ! PretlMrs Florida Ratimbered Architect or a Licensed Florida Florida Registered Archibd or a Licerhsed Florida 1 a. &quotClasslo•Cra liqud; and 8quotSendmrrk by SM and SM Opaque and Gazed Fiberglas Door with 12131=1 No Yes No WA 5 e. liquotSmooll-ShnIquot; and SquotSendmaa by 618 andW Opagse snd G Fibergaa Door with 121312021 No Yes NO WA Professional Engineer Professional Engine ThemwTnAqud; and without Sk ofte, lamming and Oubwing ThemwTruSqua; and without Sptleaos. looming and Outliving Rf153324M Product FLO11332.aa Pradmde SY1MI7,AMMrame Approved for Use Apwmod for its lrsaael latia, ggylft Assurance Approved for Use Approved -for lima g ULss $49.M Product Model. Number w Naar Product Downfallen Contrast Elimination Daft In HV Z tab7d. HVHZ assistant $flagre &ffi[ Product Model. Number or Nam Product Description Contract Expiration DOM In HVHZ DUN& gnkbtd Pressure smtot Cdbmb I 3 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OXO 12/312010 No Yes No NIA 4 SERIES 420 ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM $GO REINFORCED OX, 12/312018 No Yes No WA 145314&quotyr9li&quot XO, XX 968quotx988quot Florida Department of Business & Professional Regulation Papa 1 a+ Florida Department of Business & Professional Regulation Prge 1 a+ Florida Department of Business & Professional Regulation Page 1 e i Florida Department of Business & Professional Regulation P.P 1 o t Building Codes and Standards rs2o,a Building Codes and Standards i imis Building Codes and Standards 1050+8 Building Codes and Standards Vail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail t1M112794E4 FL67627941S EL811133246! FLIE1113132,1114 Code Erlfcor Iak 2im ode Pending lets code Enftor lap lap Ode Personal 21% Oodo andly9r laic date Dow Perusal lap 2 Etdtcar 20 dell DataPandrrp pap. mm version ifirroulacturer contact E-kp &UI Validated By Villtleted submuw FBC Approval Approved EtIWLL SYg! I(allon Mm)wtmc Embo & VandwBy Val Elfb,[Md FBQAonrsyi Agarmrad a & im Jiff S nod Validated by Valltatel Submitted FBC Approval Assumed status mu version ManYtWltlr Contact Enalmer& IIrsA! Validated By validated lytrsll■l FBQ A w-d Amwored Sudan Revision 2017 Clopey Su dig Pmducb Company Mark WhaterFaW IntaMkTesting Services NA, Gary Pfushler 1172ow'17 08/102017 12105=17 Approved Revision 2017 Clopay Building Producla Company Mark WestrfieW Intertek Testing Services NA, Gary Plehler 11292017 08/10=17 12105=17 Approved Revision 2017 MI Windows and Dona Category: Exterior Doom SuhCatgpry: Sliding Exterior Dow Assemblies Compliance Method; Evaluation Report ham a seem saw Luis Roberto Lomas Stevan M. Uft, PE (717) 38543M PE•42614 (717) 317-8454 bstiangeremkil.con OSI732017 0&112017 08/15=17 1017D2D17 Approves Revision 2017 MI WUWaws and Does Caegery: Exteriw Doom Subcategory: alidrg Extrbr Dow Assemblies CaaplMnce Is a , I Evaluation Report than a Brest SMrger Lute Roberto Loma Stevan M. Urkh, PE (717) 3853300 PE-02514 (717) 317.8494 b6Kinger®mind.com 061132017 Oatil2ot7 oa/1541017 10flOM017 Approved FLiHe279al6 Category: Exterior Down subcategory: SeWonal Exterior Dow Assemblies Compliance, Medeod: Certification Mark or Listing Praduw (513) 770.6062 Eno (513) 51"588 mweetr8ddtclopay.com Cdom: Exterior Doom Subcategory: Sections] Exterior Dow Asse has Complimm MoI hod: CsN oollon Mark or Long (513) 77"062 Inc. (513) 5193588 mwestedeW@domy.com — ■ Florida RogiaWed Architect or a Licensed Florida Florida RegisteredArdd or a Licensed Florida Engineer pmkosional Engie Engineer Cwab Aaouraree Approved for the AoororMfar Use tm a lam QLWJIW Approved for Liao Approved for Use Metal Besides Mega ProAact Medal. Number ar xama In HVHZ Oimpa117aii ! Premiums, Moms. Nunr.r or Nunc In HVHZ rpag BefYMo6 PrseMua (lea$ 1 Product Modal. Number or Nam SERIES 420 ALUMINUM SGO gwdwLaaawzm Product Delimitation contract Expireftu Dam SERIES 420 ALUMINUM SOD OXO 12,312018 146374&quotx8o8,quot NON -REINFORCED Approved for Use Approval U.tiY.di No for Ira bald Yes No pg)pg p9 WA Aga 2 Pro"MDM. Number orNora SERIES 420 ALUMINUM SOD Qudbf Assumams Produall DAMODOM Cannot ENdmum ode SERIES 420 ALUMINUM SGD OX. XO, XX 122120/6 96&quofprBLt&qual: NON -REINFORCED Answered far Use Approved for oho In Durable No Yes illossia Swims, No lea!■ PWaMrs WA 37 D37 Vy8-09 PAN-2Fi57: 84A. 94, 73, 76, ISM, 190, 76, 76V, 4RST. 4RSF, BRST, SRSP, 2RST, 48, 42. 56, 488, 420, BEES, GOSS, GDS8V, GR6S, GRSSV, AR58, ARSSV, EDSS, ED9SV Steel Pen {rob. 25 ga.) Singie•Car (up to:9V wide) OS21rim WINDCODE&11174; M Garage Door No Yes No +30 PSFW2 PSF 83 053 W5-116 PAN-2F153: 54A, 94. 73, 75, 1 SOS, IW, 4RST, 4RSF, 6RST, SRSF, 48, 42, 55. 4118, 420, 55S, GDSS, GD5SV, GR5S, GR5SV, AR6S, ARSSV, ED5S, EDSSV Steel Pon (min. 25 ga.) DoubWCar (97 to 1e0' 05212028 wide) WINDCODE&0174; W5 Garage Door No Yes No +30 PSF/•30 PSF O Florida Department of Business &Professional Regulation Building Codes and Standards Product Approval Application Detail Pap 1 or+ +I5rm16 Florida Department of Business Professional Regulation Building Codes and Standards Product Approval Application Detail Pepsis 1 115=1e Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail pap or 1 115018 Florida Department of Business & Professional Regulation � � Building Codes and Standards Product Approval Application Detail Pape +art +sm+e ■ — F1,0116332414 tiadg BM Y1rshm Revision 2017 Manufacturer MI Vandowa and Doors Cabegary: Exterior Doors Subcategory! Sliding Exterior Door AssembMs Report Compliance McSwd:Ewloedon Report home Cwrp1 mrl Mai EIAM ac Contact grudm &.Lk m Validated By Brats SMnper Leh Roberto Lomas Steven M. UrKh, PE (717) 366.3300 PE4014 (717) 317.8454 bsMngerQMwd.com Qaa 20 V.Lw ad Submitted OB7132017 OB/11207T Dab 2 0t FW Apg[mrsl AmtrsYsd 08/1529T7 10111N2017 Rom Approved 1'7i�R20 2 991 Man: ICM91on Revision 2017 Ifficurlocomer PGT Industries Category: Exterior Doors Subcategory! SlIft Exterior DowAuernblies Complbnm Metlnad: Certification Mork or Listing Eno, or Carried EmIm*r&LI— Validated By Dan Ruark MbmFDade BC1X) • DER MIamMDede BCCO • VAL (941) 4864100 drark�pgtlndusbies.comh (7✓ 316.2590 data !ace ia�ns IL911dapd Saturated FBCA=rwA 722012017 11282017 lap A,,,,,d 12252017 sma Approved FL611937J27 � Version Revision 2017 Manufacturer CURRIES Division of AADG, Inc Category: Exterior Doors Caro8uhCabgory:iyrterlor Door Component pilenee Moiled: Cedf icaflon Mark or Listing EDdhL9r ca7ffiegi Engineer &Iiowm Validated By Dar to Osve UL LLC Ted Saran, PE (. )4 (306888-4707 tleve.drxllc@aetaebby.ce m pat! lace labPending Submitted IN Agammi 111302017 1008/2017 � Ama 'mod 121=2017 Apier Approved Pja17499.Rx Seth Man vm Revision 2017 MI Windows and Door Cabgay: Windows Cemoipi� Method. NoConBntlon Mark or Luting Enft w contact Ena9rar&Limes. Validated By Bent SMnger American Archboammi Stevan M. 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