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HomeMy WebLinkAbout39648 Dawson Chase Dr_T1 - _ -�-� -- --- ElEl 1:1 -- ❑ ❑ ❑ ----- - __ _II J .,_. --. -- - — - a a ALL WORK SHALL COIAPI Y WITH PREVAILING CODES FLORIDA VUILD!NG CODE, NATIONAL ELECTP':".- COLIE, AND THE CITY OF Z'EPHYRHILLS ORDINANCES AUUr i 9 REVIEW DATE AA ' 46 9 CITY OF zEPHYRNIL PLAN EXAMINER � INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 ROOF FRAMING PLAN 8 LINTEL DETAILS SN STRUCTURAL NOTES ABBREVIATIONS SN1 DETAILS S3 DETAILS AB or A.B. Anchor Bolt ABV or Abv. Above AC or A/C Air -Conditioner ADJ or ADJ. Adjustable AFF or A.F.F. Above Finished Floor AHU or A.H.U. Air Handler Unit ALTorALT, Alternate BC Base Cabinet BF Bifold Door BK SH or Bk Sh BookShelf BLK or BLK. Block BLW or BLW. Below BM or Bm. Beam BOT or Bot. Bottom BP or B.P. Bypass (door) BRG or BRG. Bearing C Carpet CAB Cabinet CIR or Cir. Circle CJ or C/J Control Joint CLG or Clg. Ceiling CMU Concrete Masonry Unit COFF or Coff. Coffered or Tray Ceiling COL or Col. Column COMM or Comm. Community COMP or Comp. Compressor CONN or CONN. Connection ContCONT or Continuous CT or C.T. . Ceramic Tile Dryer D o D. ry DB Door Bell DBL or Dbl. Double DCF Decorative Cementitious Finish DEC or Dec. Decorative DED or Ded. Dedicated (outlet) DIA or Dia. Diameter DISP or Disp. Disposal DIST or Dist. Distance DMF Decorative Masonry Finish DS or D.S. Drawer Stack DTL Detail DV or D.V. Dryer Vent DVP or D.V.P. Diverter Valve (plumbing) DWorD.W. Dishwasher EA or Ea. Each ELEC or Elec. Electrical ELEV or Elev. Elevation EQ Equal EWorE.W. Each Way EXP or Exp. Expansion EXT or Ext. Exterior FBC Florida Building Code FDN or Fdn. Foundation FG Fiberglass (Shower Pan) FIN Finished FIN FLR or FF or Fin. Fir. Finished Floor FIX or FXD Fixed FLR or Fir. Floor FLR SYS or Fir Sys Floor System FOM or F.O.M. Face Of Masonry FP or F.P. Fireplace FR DR French Door FRT Front FT or Ft. Footl Feet FTG or Ftg. Footing FXD GL Fixed Glass GALV or Galy. Galvanized GC or G.C. General Contractor GFI or G.F.I. Ground Fault Interrupter GT or G.T. Girder Truss GYP BD or Gyp. Bd. Gypsum Board HB Hose Bibb HDR or Hdr. Header HGT or Hgt Height HH or H.H. Hand Held (plumbing faucet) HORIZ Horizontal HS Hard Surface (flooring) ILO In Lieu Of INSUL or Insul. Insulation INT or Int. Interior K/WALL or K/Wall Kneewall KS or K.S. Knee Space LAUN or Laun. Laundry V Lavatory LF oroL.F.y Linear Ft. LL Lintel Length 9 LT Laundry Tub MAS or Mas. Masonry MAX or Max Maximum MC Medicine Cabinet MFR or Mfr. Manufacturer MGT Management (room) MIN or Min Minimum MIR or Mir. Mirror MIL or M.L. Microlam MONO or Mono Monolithic MW or MICRO or Micro. Microwave NTSorN.T.S. Not to Scale OE or O.E. Owner's Entry OPNGorOpn'g. Opening OPT or Opt Optional PC Pull Chain PED or Ped. Pedestal PH Phone PKTorPkt. Pocket (Door) PL or P.L. Parallam PLF Pounds per linear foot PLNT SHLF or Pit. Sh. Plant Shelf PLT HT or Pit. Ht, Plate Height PSF Pounds per square foot PT or P.T. Pressure Treated PW or P.W. Pre -wire PWDR or Pwd. Powder Room RA or R/A or R.A. Return Air RAD or Rad. Radius RAG or Rag. Return Air Grill REC or Rec. Recessed RECEPT Receptacle REF or Ref. Refrigerator REINF Reinforcing REQD or Req'd. Required RM or Rm. Room� RND or Rnd. Round RO or R.O. Rough Opening RS, R/S, R/SH or R&S Rod and Shelf---— SD or SD. Smoke Detector SGD Sliding Glass Door SH or Sh. Shelves SHT Sheet SHWR or Shwr. Shower— SL or S.L. Side Lights SPECS or SPECS. Specifications SPF or S.P.F. Spruce Pine Fir SQ FT or SF or S.F. Square Foot (feet) SO or Sq. Square STO Storage SW or S.W. Shear Wall SYP or S.Y.P. Southern Yellow Pine TB Towel Bar pTempered TH KN or Thik'n. Thicken TOB or T.O.B. Top of Block TOM or T.O.M. Top of Masonry TOP or T.O.P. Top of Plate TP Toilet Paper Holder TR Towel Ring TRANS WDW or Trans. Transom Window TYP or Typ. Typical UC or u.c. Under Counter UCL Under Cabinet Lighting UNO or U.N.O. Unless Noted Otherwise V or v. Valve (shower or tub/shower) VB Vanity Base VERTorVert. Vertical VL or V.L. Versalam VTR Vent through Roof W or w Washer W/ or wl With WA or W.A. Wedge Anchor WC or WIC or W.C. Water Closet (toilet) WDorWd Wood WDW HDR or WDW. HDR. Window Header WH or W.H. Water Heater WIC or W.I.C. Walk-in Closet WM or W.M. Wall Mounted (plumbing fixture) WP Water Proofing) WS Water Softener WWF Welded Wire Fabric (Mesh) S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS &DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS REVISIONS 08-20-15 1.0 NEW BASE PLAN ILM 17= INI INI JS& 11OF 12-8-15 2.0 ADDED VAULT. CLG. 12-28-17 3.0 2017 FBC UPDATES MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed 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 undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. 1941 �r^ C9 z zto z� Q a t/) 0 u, �--+ W o •V — 0 W La �NZD U o0 m N W i�'Fa NMI NSA N M fpC6� M C N 9? U O O o t �` o oin fl- o rnQ d MD. \``M a n N O rn � Z LU Z WM z Z U) ED ° ❑, 0W V ¢ &, 0,�' J.,Jrrat To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Z Z Zf fF Zsasa �zo0 U U nwx (J Z G f J OD W O tl] � N L a LU ��� ZLn O I- 2 U, Er ZU i Z Z w > F Z 0 V J LJ �f U _ g o alp o szm� 0 ZUJ N w�a Z Z�� J LU Q Z NZ. $ a Qz O Z �ZS o ca r Z W - Ln o a-aQ SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAM ES VERSION NO• 4mO SHEET NO. S I I II 1. a 11 11 _. I II P R 1 911 1 1 1 _ a v 2 N O 0 rn 1= E w M IV, O A O S3 EGRESS EGRESS 11111 Jill I \ \ 00 °° 7 7-- O N RANG _ - 20'-68,'All P,$�tY 16 §*EP a �Iw rn= co 10' 4" 10' 4z" m 00 2,� I i 1 I FIBERGLASSo� SURROUND `a8°rA N I I 11'-0" M AC PAD S3 TYP @ 1 STORY 13 5 i l 2 2'- - o c O\ I in C6 CAFE `O 8'-0"CLG. PATIO CARPET ► _ - VALJL N C) ! TILESI Kw/ ISP N w J r- - � �� I D.W.1 0 o Q 00 \ > C = _ = J = _ _ _ _ _ _� - -- ----- I I I I -I I OPT. I REF. I `° *- BEDROOM D R,00 M 80 CLG. CARPET BEDROOM 3 8'-0" CLG. 2 CARPET c ih I o� I ,_ „ ILE =o w 0 (n_ Z S O N A ti BEDROOM 4 I 8'-0" CLG. CARPET I =W c A 6X O "'W o ; _ 11'78 5068 B.F. 54" 14'-6" 4068 B.F. 7-6"4'-0" N 7 I N 1 - - - - - - - - - - - - - - - `„ � 2668 Cl)R&S f 2668 IIfi N T In HDR AT T-4" 77717 Lit 23'-0$" 3'-10" 7'-8" 10'-10a" 4„ 6„ I ^� I OER ENTRY `° - o O� 10 O N ILIC71 A S3 TYP @ 1 STORY FAMILY RM 9'-4" CLG. I CARPET ` 00Ij CD ICN 40" R.A.G. 8'- " C G. 'f'N TILE e OPT. PT� - 3 68 ' n 10 c v 9'-4'CL . 2:12 VAULTED CLG. I 5 4 (4) 2x4 #2 SYP K STUDS W/USP S3 HTT4 @BASE r - - J�X H �I I x a I CC D S3 S3 I I NOTE: (SHED I WALLS TO BE VERIFY IN FIELD. I I 00 - I I I I I I I I I I G N 33 I T SS00 60"xW" HANSON I SHOWER BOX @ 36" A.F.F. I ( DRYER VENT I 5'-3 " 81 3' 10 THRU ROOF I 6I " I 1 ! I I 1 ! I � K S3 EDGE OF SLAB 2" BEYOND WALL 2048" I O`1r_ 0 I I O w I I >p I I r-oc 1 I I II I I I II 8'17'-O$" I I II I I I II CO °' (4) 2x4 #2 SYP STUDS W/ USP HTT4 @BASE 7TFE o 2 68 O=(n IL- M T � OWNER'S SUITE ck T W.I.C. I I 2 CAR GARAGE 8'-0" CLG. 1 1 I I I I I I I I I rn 1 8'-0 CLG. CARPET B 1 � �� 8 -0 CLG. CARPET I I I 2'-6" BUILDER TO PROVIDE 1 1 1 I I I I I I I TIE I _______--- R&S . O APPLIANCE W.H. PROTECTION N WHEN REQUIRED PER FBC I I I I I I L I I T----------- 5-SH = 6"DP 0 0 _ o0 ' I A D H.B.+ S3 S3 HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) - 1 3/4" X 91/4" LVL 2.0E Fb=2600 PSI H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 4 X 25 1 S.H. 13 20X38 184X37j S.H. 14 20 X 50 j 18 J X 50 S.H. 15 20 X 63 18 } X 62 4 S.H. 16 20 X 72 184 X 714 S.H. 1 H2 27 1/4 X 26 26 X 25 } S.H. 11-13 271/4X38 26x371 S.H. 1 H4 27 j X 50 j 26 x 50 S.H. 11-15 274X63 26X621/2 S.H. 11-16 27jX72 26X711/2 S.H. 22 37 J X 26 36 4 X 25 1/2 S.H. 23 37 j X 38 36 } X 37 3/4 S.H. 24 37 J X 50 j 36 J X 50 S.H. 25 37 X 63 36 } X 62 1/2 S.H. 26 37 X72 36 X711/2 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 X 37 S.H. 34 54 X 50 52 J X 50 S.H. 35 54 X 63 52 4 X 62 } S.H. 36 54 X 72 52 J X 714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" DA +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 O +28.3 / -36.4 OE +26.6 / -28.0 0 +26.6 / -32.2 OG SEE SN SHEET OH SEE SN SHEET MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +34.0 / -44.8 WALL LEGEND TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "All' 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 FRONT ENTRY 20 TOTAL AREA 2372 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED FIRST FLOOR PLAN A l EXT FRAME 2 x CONDITIONED CEILING R-1KRAFT FACED R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION �R-11/R-13 KRAFT FACED SCALE: Y4"=1 r-O" (GARAGE / LIVING) zo z `oRai z� Q (/) CD C: w o •U - Ow c o o (1� U 0 tYl N w E d r� rn ch O o0 U C `i c C2 Y f� Q rn .n CLv M Q 0 A I B D. V('B -DI' NCB C ;r - N �D Z W� LU w LU r� �Q4_ W •.¢ _,` W •N�.EbSEt� 4�Op4 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oz 0 �o z Q a f¢ w¢aQ. Uz O ZLU �oLw a��^o L Q LU z 7 >� a fz �3 LJL 0 0 U) :jw L U 2 r µ°µ1Oo I- O vYY N v0o� �a ��Z -Z� aaE Za Z w ,� LU Q w Z azU, g� 2 � � z to 0 0 o� LUof rn. ,--I a cn s SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAM ES VERSION NO. 4n0 SHEET NO. 1.0 I I I I I I I 111 1 1 -1 111 1 � I � I, I I , 4 1 1 11 1 11 1 , 11 11 1 1 111 1 11 PRIM I 1 111 *9 WU - — I — — - 1 1 , 11 -- -----A . I 1 91 1 1 1 -1 7-83" 4 MIRROR MIRROR -31- 00 00 04 CN cc 41, < 0 L:j ry, a 0 OWNER'S BATH OWNER'S BATH BATH 2 CD CD J, 7 co HOOD� 5_q LJ CL E co E 0 9 9 N N 50 W W LZ DW 0 < OPT. Z REF RANGE LL==4 KITCHEN ISLAND KITCHEN KITCHEN C14 INTERIOR ELEVATIONS - SCALE: 1/2" \,Y) u L (F) UJI Cl) C> C> C14 U) Cz 4--J LU LU r— E ce. M r- 0) C14 E M c') L .1 U -0 Cn 8 " cc ` C14 .g 0 C> I-- U- 00 5 'd "�� Je 0 'z t'- 0 co 0�6 < M U) 6 Al aw W LULAI zN. (n WC4 LL� Z".FD$ENG61� .39 :E To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the Structural engineering portions of the drawing pages beadng Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 0 z 0 UJ z z < w < ce IX U.4 0 0 Ir- LU �Sz in w z U- <U-j z U, C) z 0 D Q) z LU 0 U 0, z he r— zj� r-4 Z<Z� cj� < < z z LU Ln Lij z U5 1;2 U LU 2: g< c) < LU LU < z W z < z z tu Ui z 0 ui rn SCALE AS NOTED DATE 7/31/2018 TECH: MIAMES VERSION NO' 4n0 SHEET NO. 2.0 I I I I ! I I 11 1_ I I I..] it d - E I s 60 !_NE 12 51:�: N 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS _T 11-0" 1 boll- - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ILI, El 0 El 0 ao -------- -- F—,i F__1f -- CF:71 F—— — — — — 15'-0" RIDGE VENT 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 12 \\�5 HEEL 12 5\' 9 F4 \\ % — — T.O.M. , — HDR HGT. 14'-0" RIDGE VENT TEXTURED CEMENTICIOUS o FINISH ON C.M.U. co 9 (TYP.) cc bo �— 1----F.FL. FRONT ELEVATION — Al SCALE: ,,<"-,.o" — T.O.M. HDR HGT. — — ----------------------------------- — — 1'-0" ------------------ 6" FASCIA (TYP) 2'-0" TEXTURED ol CEMENTICIOUS FINISH ON C.M.U. (TYP.) F.FL. RIGHT ELEVATION — Al General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. —CALCULATIONS BASED ON THE FOLLOVNNG 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. j r II f. �`P) _ , I - r Ku Z M Z � z� a U, z L/) CD Q) N 4J w �V — p w c � ITU o �� U o0 m 04 LU :r, "stti r- N C" c W M -0 co 5 -00 ¢ 76 rn �FLv o01 ¢ o Al I O �V�i N � .d.. M �z z c Us a a LLo W U(�a=�, �3 Z'LY7f1E��rA`�!i°x o Q Y : 0 'X, 0 F E S)" To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seat is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. L E N NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com €06 3� �o z Q of � /� V J g per; w z O Z v QO Z w K $ �=)z w a I'1 W a w °J U LO �1 W Aa ■ 1 J W z Z } OU f �i UJ z Z In -a O Cr z w w _ a oho P o z Lu 6 8: gyp+ LL UC ZZ� LJLw q aof� � z $ 90, LU J Z LLJ cc z a w Iz z p U O < � Hn 8 m O C � Z 2 J rA `f rn V-+ a cn o SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAMES VERSION NO. 4nO SHEET NO. 3.1 I _ I I _ I I II I I I I 11 _ I I 1! I I _ I I _ I_I t i -1 1 l nf-q 11 II IV I i' _. I t _ I ll!0 11 i i i I I I IT] --- ' I JL_ ,! I• L 1 rn 12 5� N Iv 14'-0" RIDGE VENT 12 �5 EXTENDED OVERHANG TO BE CENTERED - ON DOOR 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 7 - - - - - - - - - - TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) REAR ELEVATION N— -- -- - - - - -� - 12 15'-0" RIDGE VENT J l i 12 3 TAB SHINGLES. ROOF INSTALLED AS PER - - _ --MANUF. SPECIFICATIONS - - - - - - - - - - HDRHGT. a — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —---------------- E TEXTURED TEXTURED U CEMENTICIOUS CEMENTICIOUS 2' 01 2-0" FINISH ON C.M.U. FINISH ON C.M.U. (TYP.) (TYP.) oco v c bo m i o F. FL. - - - - - - - - - - - - - - - - - - - - - - - - - - - - o - - - - - - - - - - - - - - 2 00 - Al SCALE: 1 /4"=1'-0" LEFT ELEVATION - Al 1 /4"=1'-011 General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION .G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN — (Values to be verified with Manufacturer Specifications) a 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. 1�1 (7)) r'I o v Z <`) — c (D zco z a- U) z t� Ur CZ 4--J w M C) �U O"' T U o C"w m r" C" a ON t~ 0 a o ¢ rn Q d B D.T N. Nz— NRM I►.>.�IP N Z �N�z Ll Z W � z U " �� Im ' LL o 4 rjj w W Q ";�,LL� a W V ` ate' Z Q ca- a o 01ItA m o W m Z ,Q1�11 A .��, N� ,r \\LL `�N pp,,�0 ' J wvJty. o i \�LAd '\ 4 •••coo V O� Q: V i GJ ` �• R.O F E S SRO I "fill i l t l ,<<xo`� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com �o z Q �a z f wz�CL O x ooc� Q p�z$ �SXW yYy R g J CC.W0m Uo ® L J w E3 >O a Z Z O Z J Q J J Q 000 0 J LUcc w 0 Q Z 8� Z J awu W Z Z $ 8 O 11,0 tj d m ° °' Z g W �w o SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAMES VERSION NO. 4mO SHEET NO. 3.2 I _ I— 1_ I if I I II I - I I I I I I 1 1 1 1 I _1 I I IL- ' 1 111 11 1 I -1 1 1_ __ I I I I I I 2 2" *NOTE: VARIES 1'-10" 12" CAP CAP N FOAM TO BE USED 1" RADIUS `') ONLY WHEN REQUIRED BY 3 1/2" RADIUS 1/2" RADIUS �M N if oo EO COMMUNITY SPECS. IF NOT, 1" 2„ OPENING VARIES 2" 2' DETAIL TO BE ^ N 3/4" RADIUS � BUILT W/ STUCCO. 1/2" RADIUS --J� 1" 1" iv EDGE OF 1" 4" VARIES - - ^N 1'-0" 1• OPENING VARIES 1,41. 0 22 , VARIES fV 2 VARIES e`N 1 1/2" RADIUS 4" 3a, 4„ Ail, 4" I I 2" _ � 2 1/2" RADIUS --- ;O r VARIES 12 32" 11 32" �' 3" 2 BASE � BASE c+3Tv 1n 1n T 3n„ a 4 1,_$r, a" 4�. 12r *NOTE: VARIES 8" 2" 3„ FOAM TO BE USED ONLY WHEN d 71'-6" � REQUIRED BY COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" OPENING VARIES = LU 1" ^� 2" 2" BUILT W/ STUCCO. L-i 2a EDGE OF OPENING I 6 • ' F1 _ � 0 1-1/2" THICK 1-1/2" THICK 101, CV 24,r 10" 6" N _ Li c_ , 14" Id M N14 1 2 3„ N 6 2„ N w w _ N M > > I .y 1„ 1 1-1/2" THICK 24„ - t- 2'-4" 52rr 1,_511 52r 00 r32' 54„ 1,_4„ 3„ o ?r 34 4 1" 1q -' VARIES VARIES Cv y w 22„ I • VARIES VARIES 4" 8 1„ V- ________ N iv CO r `° ��' !y, ^ Z, 1,r 6" 4" (V CV KEYSTONE F11 0 OPTIONAL KEYSTONE F11 00 OPTIONAL 2 44 io R44a, 3" 3" a ___ ___ 4" GARAGE DR. OPENING 4" „ 4 WINDOW OPENING 4" 4" NOTE: • INSTALL OVER STONE, TYP. VARIES • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED NOTE: • FIN. TO HAVE TRADITIONAL LOOK & 14 1'"64" 11" 12" 1 SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 54" 1,_1r 54„ 2 T-8" 7N 1" 4" T-0" 4" � 101, 1' 4" 101, O i- f2" 00 � � 'd' O N--NI � iV fD (V OP O 17 • MM� .- 12„ 1" GENERAL NOTES: 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) I / • ACRYLIC SAND FINISH - ,r i 0 V zC') — o z� z� Q wad V) (-0 Q) cn i--J w •O w N H �N U �C' m w E pW M C f0 M "00 U o le gi Q o MD. UlP N �O N O) # W Z W N� o ...7 O F c U) � �LLo.s w � a LU " g NJ ' c. o a Z 0 a"v N 0 0 � M Pt Z W N Q M' Q U0 a N Q CJ U v Q WWW.FDSENG.COM 0 CV Go CV To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com �O w� fF ul oo60 _I �oZz L7K�J m KLU O L a Q ^ }o 1 z 0 O a U � W 0 o X a: W �o (V z<�� �} Qawg Q Z Z Y6f2 32�j J L1J a z rl w 8 O Q O Im O � QZ J = tn a ,-I a (n o SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAM ES VERSION NO. 4mO SHEET NO. F1 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED, LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 200A INDOOR PANEL CENTER 10 #14 copper to lights & outlets t 20000 AMP A 10 #12 copper to 20 amp ckts 10 #10-2 copper to WH 01 #10-3 copper to Dryer METER MAIN O2/0 or 4/0 SER Alu 200 amp 150 amp POWER CO. FEED—` INTERSYSTEM BONDING o 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' of 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 �wP WEATHERPROOF DUPLEX OUTLET GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET N HALF -SWITCHED DUPLEX OUTLET x N SPECIAL PURPOSE OUTLET 0 DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH CID a' 3 THREE-WAY SWITCH & . FOUR-WAY SWITCH rn $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE = WALL MOUNTED LIGHT FIXTURE N M a O RECESSED LIGHT FIXTURE J a PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS '46 TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN v ,lOt EXHAUST FAN/LIGHT COMBINATION c o ®D ELECTRIC DOOR OPERATOR (OPTIONAL) Q CH CHIMES (OPTIONAL) O N l� PUSH BUTTON SWITCH (OPTIONAL) E PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR E = CO CARBON MONOXIDE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) i TELEPHONE (OPTIONAL) o USB TELEPHONE/USB (OPTIONAL) o ® TELEVISION (OPTIONAL) i © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ICII] ELECTRIC METER _CL ELECTRIC PANEL CD C14J DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR N G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 0 WP DISC. GFI H. DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS \ it 3 _ GFI ' U 7) \ T RANGE \ PENDANT AS PER SPECS � / / U.C. S IT H FOR D­1SRD8A r INK I DIS /0AFE \ \ I D.W. a \ GFI L= =GFI �- c�- I U.C. OUTLET U.C. OUTLET FOR DW ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PRE -WIRE '\\ 12 IFA RM I I '-- ` n ru 3S.D. \ \ ROUGH -IN FOR \ OPT. CLG. FAN/ \ \ LIGHT PRE -WIRE \ OWNER'S SUITE I I I I I GFI I — __I_ OPT. I REF. I ROUGH -IN FOR \ \ OPT. CLG. FAN/ GHT PRE-WIRI�; BEDROOM 2\\1 ROUGH -IN FOR / OPT. CLG. FAN/ LIGHT PRE -WIRE I BED�OOM 3` \ 1 1S ME III II ■■rr► X.._ _.!I IN"anNOWN RECEPT. FOR ALARM SYSTEM i "M iNE GFI @ 44" A.F.F. 111 r------------ I Il I 11 I I I t GFI @ 44" � I A.F.F. I I GFI FOR I GAR. DOOM GFI 2 CAR GARAGE I I I I I 0 I V.H. VERIFY LOCATION ELECTRICAL PANEL IRRIGATION c� ,kGF@ I 44"' A.F.F._ _ VERIFY METER H.B. LOCATION WITH BUILDER / /(�ROUGH-IN FOR / OPT. CLG. FAN/ BEb R VLIGOHT PRE -WIRE / M4 GFI �*t---ENTRY I MAIN FLOOR ELECTRICAL PLAN SCALE: %4"=1'-0" Z M _ a z Mall 2 z W to +-J W �o O W 2 �N u �r- m N W 9 N C" Cr M m.1C%j =9� U `7i Oo0 � D- co ¢rn o°DO onnno to2Lv � Q d B D® C B D C �v tw N N v pp ZZ; N '� Z W ��oz � z r` o r'"ai Nw uj W _ y�- w a Y �W V>C"LLo �a ZC62L z c 2 ¢ p Z Vi € cP �E_(p Q m � Z LLW a N¢M;E! O o C-, v o0 WWW.FDSENG.COM Li Li rn 0 CV zo— CV O To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 0Z 171 �o faF Z W Q C d �zU0 ^ Zw¢Q J w w Qo� U u�l1,I LL N m ZZZC W W f z Z J W 0 -a � O T O ILL o�z OO Z u8 9: a Q Z Z 0 Z Z 0*1 ,-I 0' 2 3 0 i W J Inaj T__I LU C z 8 to i2 Q g�� O Q Z uj W�Z Un dog 0 Qz J = `� d Un o SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAM ES VERSION NO. 4nO SHEET NO. 4.0 [2 tR Q N G. CD E 0 N r'7 M ATTIC VENTILATION CALCULATIONS - Al ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of b Upper Y PP SQ. IN. of ventilation of vented IN. of Of vented ventilation to be provided . SQIN. of SQ. IN. of Ventilator s (See Elev ) required soffit ventilation soffit by upper Ventilation Ventilation needed required needed ventilators Main 29.00000 1.000000 Floor 2373 2278 325 1139 81 570 0 573.0 435.0 138.0 (Zone 1) "NOTE*' GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL, ROOF PLAN SCALE: %4"=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. r .fir M U Z o Z C> z� z c/) CD � LU w �V — O w .m F- E i�ZD U o0 m N w > F__ EEo N M rn m C C N U tll Oop = `L 00 5 C> Qrn v rn¢ d N 10 cq .w O V N YI CD M O) 00 §N�z _ F. �, s � z° U) Z W LL � O r7 W W > E O z a z NJ'< .CN Q M ,� CD �$DSENG �- _ 57 cri To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 0 wo a� s� wQ°gtr �pu0 W �uz �wZ y�aa6W p W . U � L Q W 2 r � ^^ 43 �{ T z U J LL_ 000 P a O V, f O O fV cr z<2� W Z L.6T Q TT� Q Q W Z Z V, W O u_ Q a R !j J '-4.I IJ Q z a W W F Z O � *k �O Z a U) S O g = a LuT__I [m a I U0 1 o SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAMES VERSION NO. 4n0 SHEET NO. 5.0 M I N 0 a E E 0 N M W 5'-4" 1 r_958" 3r 2$" H.B. A TYP @ 1 STORY S3 U.N.O. n -10" 2'-10C" 5'-1 -4" ■ ■ ■ ■ ■ ■ ■ '■ ■ ■' '■ ■ ■ ■ ■ 0� o etco I .. .. } r \ \ 16-0" 2r44rr01-01, 6'-10".' ..... O 1 } : ■ \ \ :: :: o I \ \ SINK / DISP _ { 4 I L `� \ r—=—------- " D.W. \ \ :: III A N S3 b \ I L _ _ J_ _ -----___=-===L CHASE TO ISLAND : o } I TYP @ 1 _-- - STORY U.N.O. STEPS AS ■ : PROVIDE 1 Y2" RECESS \ \ CJ__ L FOR SGD. REFER TO \ - - _ - - - - - - J CJ OPT. KITCHEN ISLAND REF. :: -r- eJ .............. CJ ; T CJ -4 I ; ; ; ; : ■ 1O'-104" REQUIRED PER FIELD I MASON'S SLOPE FOR LOW WALLS CONIT�ONS \ o IWIDTHo 12'-10"6- ..v j \ \ \ INDICATES FILLED CELL w/ 3000 PSI \ `� \ J. .. _ ._.................. CONC. GROUT FROM FT. TO BEAM 1 W/ (1) #5 REBAR VERT ABOVE SLAB ` \ \ \ HVAC CHASE BASED ON 0'-0" :........... TOP OF CONC.I PAVER TO BE 4" : ■ ■ ■ ■ ■ 4'-0" 4' 4" 4'-6" TYP @ ALL PLACES SHOWN HOOKED FTG. DOWELS 5" EMBED \ \ \ LOCATION BELOW FIN. FLR. .01 W/ 25" EXT. ABOVE SLAB "GRADE 40 \ \ PROVIDE Y2" x 9" �� SLOPE STEEL" \ \ \ \io RECESS FOR FRT. POOR L O ` 2-6"x2'-6"X 1'-0" "' I _4" I S3 25'-104-7g 12 \ \ \ \ 9r-581rr 128 W/ ( 3) #5 E.W. 4'-4" rn 00 I \\ ...... . — .------- ■ o b CJ CJ \ \ I — — - v A TYP @ 1 STORY S3 \ K I S3 CC I 00 U.N.O. = S3 (2) #5 REBAR 2'-6" x 2'-6" x 1'-0" I ri AHU VERTICALS w/ in ' ■ ; I CN .. .: I r 3r 5rr FILLED CELL 7r 1 r, W/ (3) #5'S E.W. _ -.- _.- - G -.- 2'-6"x2'-6"X1'-0" �� I: 0 -1 CV) W/ (3) #5 E.W. : ( S3' .. l . . . . . . . . . � . . . . I . . . . . . . . . . . . . . Ld OPT. D PT. I : -3 1/2" SLOPE ■: � — J � __._-_._ 5-3" 1'-10" 3'-6" OCN O ■ : — CJ — CJ a r. I 3-1/2" MIN 3000 PSI CONC. 1 2'-73" 6-5" T-2" SLAB FOR HERNANDO I COUNTY ONLY J oo 3-1/2" MIN 2500 PSI CONC S3 v SLAB OVER 6 MIL VISOUEEN M S3 I VAPOR BARRIER ' iv 35 20' 6" BUILDER TO PROVIDE 1 (2) #5 REBAR 0'-0" APPLIANCE VERTICALS w/ in 4'-0" 12'-1" O PROTECTION FILLED CELL :: WH• WHEN REQUIRED L PER FBC J — — — — — — — — — — — — — — — — — — — — — — -1' — — — — — — — — — — — .. .:. .. .. . . . . . . . . . ■ . �. .:. .. ... .. . . . . . . . . . . ■ ■ ■ ■ q H.B.+ S3 TYP @ 1 STORY .5-758" U-483" U.N.O. -_- 5_23" 7_ 15r 1-6" 6'-0" 6-0" 6'-0" 6'-0" FOUNDATION PLAN, NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN w CONTROL JOINT DETAIL SCALE: 3/4" = V-0" • •r #5 CONTINUOUS ,�: ; ; ,•' •_ REINF. SEE FIND. FOR QUANTITY #5 X 25" X 25" CORNER '�',�;' '•;���' '� ;�; '; :' BAR ONE FOR EA. • HORIZ. REBAR, TYP. ' U.N.O. • �• ;•�• �• ;��;••; •_ "Alternate: _ ; • The reinf. bars shall be •r. •�. •�. •r. ••' • •� cont. around corner by cold • bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" ,`v X/ (D V zC3 o zC) z Q a E3 z w 4--J �u Ow �N U 0 C5 m w p U9? an rNi C� 0 � = O o N I-_ " o Q Cn o u ma o D D• .' `� n .�•� • .W) Z W o z z gN`m Z W i z° J T c — I—(n =U) O .0 CLi U. W Q N�.9 a L W E a Z 0 Em m LLM m o W 11o P . , •'` . �o� 0 lam'•t W W FpeEhG Co r w L^ R,.. To the best of the Engineer's knowledge, information and belief, the structural plans and specificat ons 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.Lennat-Tampa.com oz 0 �o fa z W QC'Q' 00 Muc.) ^J^ 0Z �?Z LU Z �o UoLu O cy < Y o a f z Z O O :jW U = Q1 p Z 9W� °00 Oio-F �Y1= U i; O g *k N A z�z W QW Z Z o LU Ln W W LL == z0 TI LU H 8a8 Z �O Z < Ln o m z Q J LU = dz of rn .—I a cn s SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAMES VERSION NO. 4mO SHEET NO. 6.0 A A A (2) S3 A (2) (2) 2 _ _ vJ d- A D L y✓, D CJ37A\ ' CJ5B Ch W D Ln U D X (2) GDO J CTI W m Q m Q D Q Q Q Q fV A _ _ �1 r �r —v— 0) 00 OFi>� A !7 W W W rn U U U m 7 D1 X (2 I I I Li EJ7 I EJ7 I EJ7 I EJ7 I EJ7 q S3 EJ7 I CJ5 CJ3 I U' w CJ1 L EJ7B EJ76 J7A EJ7A I EJ7A EPA I"000 EJ7A I I I EJ7A I EJ7A EJ7A EJ7 EJ7 I EJ7 I EJ7 CJ5 CJ3 w ' CJ1 L Of A A S3 (2) 0(2) N C n E iu E 0 00 N W UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 - 10d x 1 1/2" HTA20 1615 1585 10 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1615 1585 10 - 10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 1 455 320 18 - 8d RT3 610 525 8 - 8d X 1 112" 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 - 1 Od x 1 112" RT16A 1380 1160 9-10d X 1 1/2% 8-1 Od H HTT4 3610 3105 5/8" ANCH. / 18 10dxl-1/2 HTT4 2715 5/8" ANCH. / 20 1061-1/2 J HTT5 4350 3740 5/8" ANCH. l 26 10dxl-1/2" HTT5 3225 5/8" ANCH. /(28)10dxl-1/2 K HD36 * 3130 30505/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HD513 * 4505 37855/8" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N LLIS26 1165/1070 ** 1005/915 ** 8 - 10d x 3" JUS26 1115/1060** — 8 - 10d P HUS26 1550/3335 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220 ** 1720/3125 `* 30 - 16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 - 1Old x 1 1/2" MTW12 1195 1005 14-10d x 1-112" S MTS16 1000 860 14 - 1Od x 1 112" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 1000 860 14 - 1Od x 1 1/2" MTW20 1 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 & x 2-1/4" TITENS LUGT2 1850 1810 (16)1Od NAILS AND (5) 1/4" x 3" WEDGE BOLTS "X" HTS 20 1450 1245 24-1Od X 1 112" HTW20 1530 1285 24-1Od X 1 1/2" SP1 585 535 10 - 10d SPT22 1 685 8 - 10d SP2 1065 605 112 - 10d SPT24 1030 12 - 10d 5 555 1 12-1 Od X 1 1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS + +) (B) (B) (A) Al' 11 (+ 1 OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (*'). (B INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. RI STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR CONT LEDGER (A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NU I E: 5EE SHEET D-1 FOR ROOF FRAMING DETAILS 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. ROOF FRAMING PLAN T: CD t z � _ o Z z Q w Cn CD r� '�--J w r O w I 0 o (� CJ m W e) M ~ o of cn [2 -0 CO U �CIJ "00 in o a o rn Q o B De .`ia e n. c N �D N M m oC Z LU o -' ° U) W �- 4 z >=moo a &- W V a_ � z z go z 0 -. 10 o - m U) .� 04o m ��� Z WLL.a�F,! A owl/rsC O ' L Ww�WibSE*u'.CO f. 1., • ti ,' it eft! r''('i;if;ta`�\•l To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com so �o za �a f� z W a W x rz00 Q n z uj U a O w 2 � J 0�� 0 V' L 8ZO� z G 0 ry Ez 5 Z lL T� z O J W _ ` O�O 0 J T LL- O QY� a O U, g��a J N cr zaOZ Q aaz ~�0 Z Z rl W 250 Q � 2 J W ¢z8 tr) W � ~�o O Q Z Q z z � ��o S O m �TJ/� ,4J k Z :5 J Uj W O ,W^ V / � SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAMES VERSION NO. 4n0 SHEET NO. 7.0 I I— _ I i I I __ I 11 11 i 111 11 9' I 11 1 1 1 _ 1 111 ! I I III' 'r I' III I I I _ __ !II rn cc GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load �� . 0 Safe vertical load Safe horizontal load GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE—CRETE, QUALITY, LOTTS I *11 a 9 8F20-0B/1T 8F441B/1T8F40 1B/1T 8RF400B/1T 8F321B/1T FORM do GROUT SOUD O W J O #5 BAR CONT. 8F 12-1 B/1 T 0 V' LINTEL DETAIL SCALE = N.T.S. F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY = C7 w 8F16— B/1T F J Q Z L tNOMINAL, QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT #5 M IN.. ((1)1) REQ'DBAR AT OP CLEAR ALTERNATE POWERS STEEL LINTEL 0 ° ` ,M,U. #5 REBAR AT TOP ° O GROUT MIN. (1) REQ'D ° 4 1-1/2" CLEAR D D Q L a ° ° < ° ° n O � a w 5 REBAR AT = v~i w BOTTOM OF a to Z w - w o LINTEL CAVITY w p0� \\ OTTOM O U O zw REINFORCING a C7 8!!: 7-5l8"ACTUAL PROVIDED IN LINTEL d w u, D D a . - O 3 #5 REBAR AT BOTTC 0 57 AS INDICATED o) X ' NOMINAL WIDTH 7 (VARIES) Ln a o , o Q MATERIALS cT-f precast lintels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturers specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturers specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. 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 O DF 5'-10" LL O LINTEL PLANT SCALE: %4"=1'-0" 1 ,,, "'V SWV= u' Z Cl) — o Z Z Q a U, zCl w +_J �o �U — Ow o .� C6 U oh m cli w E ~ pp N c) C f0 M " oo �o Nao rn Q d B D. N N �O UZ LY gN2z w z° in N- 0. w W W i t �- o a U cc i Z nM 24Q o a y N CN • JV✓W zom _ Cis ZGJ ClIk .� 'CD Cr .r.r 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Oz O �o za Zf fr w Q m 80 ODa� Z 0 ofco v L0 �z L cu 0 } U ��> LL Z 2 3 �❑ .0 Z 0 Q �w U = >Z o LU ¢86 J f O d Z V CeOa N J g<Z� wWa a/ rn ¢¢woc g6�2 z Z ,--1 � a � rZ J ��-1 W LL! z awr�n a z o 8LLLLIo CDQ �O z Q a Z �08 m g = aLu ,-1 a cn o SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAM ES VERSION NO. 4w0 SHEET NO. 8.0 - I- - I I 1-Lill 1 1. 111 t 1 111 I - - v N M 0 r- 0 co I rn i T3 ZTE it aii v N 0 0 J 0 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE, SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS, DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS E (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 244NCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.8361 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD, I EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 X INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ad. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION, 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ed. (2017) AND FLORIDA BUILDING CODE 6th ad. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: S 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS REACTIONS AND BEARING POINTS BRACING REQUIREMENTS AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1. 5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2. T. 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: THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A6151 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-185 / A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 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 II NON -MOISTURE CONTROLLED. 4. 3. 3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE Finn =1,500 PSI MINIMUM. 4. 3. 5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4 . 4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND 00 G N SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4. 5. 3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'T 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= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ed. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / 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 1'-0" away from the building side walls. 3. Irrigation/sprinkler s stems includingg all risers and heads be installed 1'-0" building spray shall not wRhin of the side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilutipn. If r@inf II occurs before vapor retarder placement, retreatment Is require 9. FBC-R R318.1.5 - C ncrete overpo rand mortar along the foundation perimeter must be removed beore exterior soft 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 licensed before issued. a pest control company a certificate of occupancy will be 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 GARAGE DOORS (V = 140 MPH) TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE NT CO RACTORS RESPONSIBILITY TO REVI EW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE 8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. CD Z o z� Q tZ cn c� w �V - 0 w U op CG N W N co O N ya �• U" o rn ccr Q L0 rn Q o A 1 BD NOeDC N `G --- N UZ t 2 `viz t� z w Gz• / cn LL O 0. W E;>E'LLo a ¢�d °'Q i Z 0 0 m E . �ItR lr f UA 0 ;aa �'Pjff¢ O ` O•y` wa. S CD ';- "•� �...;�G� tip` 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. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Uo UJ za fa Z c a w oo80o zv� �Dzz d J 'o W L w z /L,i�' Ce 1- 0 5 N Z �3 c? L -v Z �w _ T V , oU_z 0 ZDcr (i N v Z < � U) � "' z <Og� g Z Z 01 �j LLj J U) ri LU Q Ljj z Lu " 8 z g�a � z O� � Z tj a g m Z _ ¢£ to 0 SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAM ES VERSION NO. 4s0 SHEET NO. SN CORNER OF HOME GARAGE SIDE O rN O J _ 0 rnI nL 10'-0" TANK -LESS W/H H C G O O O IV 01 5'-0" < - c� STUB -OUT FOR 1 _�C)0 0 GAS METER O o LO _ � U 0 O N • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "*ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 1 U-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e, RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINECD J 15/32" CDX ¢ PLYWOOD OR 7/16" OSB RIDGE LINE 140 MPH 1113 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 6'-0" + 6'-0" ++ +++ ++++++++ + Backer and Filler Block Dimensions BCI ®Joist Backer Block Thickness Filler Block Thickness Series 3/4" 5000s 1.8/1.7 wood panels p nel 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 112" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x — + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber FILL CELL STD. 900 HOOK BOND BEAM w a STD. 90° CONT. #5 BAR > HOOK F BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND �l SHEATHING PER PLAN CONNECTION�r 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 DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) N.T.S. r 1/8" min. 2" min. ) Small gap Filler blocking = 1/8" gap + 2" max. max.Web Stiffener e } -0 i T T- Series End.Location -- Intermediate - : ® 9-1/2" 2-8d 2-8d BCI 501 11-7/8 _ 2-8d 3-8d f -- 1 4 2-8d� Clinch nails 9-1/2 2-8d 2-8d when BCI 6000s® 11-7/8 2-8d ` 3 8d possible � � R BCI 6500s — � II 16 2-8d 5-8d 6-8d 1) Support back of web during nailing to prevent damage to - - j� � - 11-7/8"� 2-8d _ - -; 3-8d web -flange connection. BCI 60s 14" 2-8d 2) Block solid between joists for full length of span. Tight fit - 16" 2-8d 6-8d 3) Leave 1/8' gap between top of filler blocking and bottom of top flange. 11-7/8"_ 3-16d 3716d _ 4) Place joists together and nail from each side with 2 rows of 10d nails Zx4/Plywood/OSB web stiffener - 2" min. 4" BCI 90s® 1.4 5-16d 5-16d required when indicated or max. 16" 6-16d 6-16d 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. BLOCKING PANEL, INTERIOR SQUASH BLOCKS AT INTERIOR Boise Joist Blocking Vertical load transfer =1900 plf max. along bearing wall BEARING Use 3" (10d) nails at 6" O.C. Required on interior walls : - for vertical load transfer Plumbing �! Load bearing walls when load bearing - for lateral support when joists Vertical load transfer =1900 plf max along load bearing wall. i Load bearing wall must stack meet over wall, or wall stacks directly over wall or over squash=20 blocks and /� � � /� beam below Load bearing wall must stack over *Non -stacking walls < \\ / blocking and wall or beam below.* require additional wall or beam below.*��,� . i consideration. Check �� -� / > Joist local building ��� When joists meet over wall, provide �1/16" I -Joist can be offset code for appropriate 1 3/4" minimum bearing for each, details in One 10d box / up to 3" to avoid vertical plumbing areas=20 of high or--20 sinker � �� lateral load. nail each side /���� j 3" max at bearing. - JOISTS OFFSET �N.T.S. Provide adequate bearing for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls Squash block) 10d nails SECTION @INT. BRG. WALL require additional consideration. 2x4 minimum Bearing wall, Versa -Lam LVL or N.T.S. Glulam Beam " `—Z ' MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (see table below) (KNOCKOUT EXEMPTS) D (see table below) DO NOT cut, notch or drill flanges I 16" 2 " ROUND HOLE MAY 6" 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y2" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN Any 16 foist - Span (ft)- 8 V-0" V-1 " 1'-2" V-2" V-3" 1 '-3" V-7" 1'-11 " 2'-4" 2'-9" 3'-2" 3'-7- 12 V-0" V-1" V-2" V-2" V-3" V-9" 2'4" 2'-11" 3'-7" 4'-2" 4'-9" 5'-4" 16 1'-0" 1'A" 1'-2" V-2" V-7" 2'-5" 3'-2" 3'-10" 4'-9" 5'-7" 6'-4" 7'-2" 20 1'-0" 1'-1 " V-2" V-2" 2'-0" 3'-0" 4'-0" 4'-10" 5'-11 " 6'-11 " 7'-11 " 8'-11 " 24 V-0" 1'-1" 1'-2" V-3" 2'-5" 3'-7" 4'-9" 5'-10" 7' NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y2" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS, IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. SIMPSC w/(22)- NAILS 1 5/8" 0 THRU BOLT SIMPSC w/(22). NAILS T R TRUSS 'OP PLATE ice 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 / HETAL20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) -rl I I —III —III —I — �\ Nail with 1110d nails. \\Install tight to top flange. a . SLEEVE THRU STEM Joist hanger SEE PLAN FOR �� a FOUNDATION INFO e STEM FOUNDATION GRADE Filler block. REINF. SEE PLAN Nail with 10-10d nails. e Backer block required where top ��M . 4 n� mount hanger load exceeds 250 lbs. Install tight to top flange. a — �T III-1 I C a e a Tr 1/4"-2" gap % �Pn f L� f 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 p depth III' Y I -JOISTS BUCKETS N.T.S. II— 0 A: — i A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. 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 'I. d' ' a —TI= E3 GRADE LL - cXAt I Lu U) us OT INS IF F . ;X IX ON � 4n0 PLUMBING LINE PVC OR SCH40 SLEEVE a SEE FND. PLN. SIZE &REINF. PIPE VERTICAL THRU FND. 12" BELOW TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE /F I ' e ..4 a e � ae e - e • SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE G a a' a ea L IT I_I ICI a a° I=I I �'.I I I_ O e a e I r SEE FND. PLN. SIZE & REINF. I1 ;. U z� o —o z� z Q t� z cn c� 4—J w 0 • O w C � C)o0 m w — U _ N M FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 P') VARIES / INSU 5/8" OR 1/2" HIGHS STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL 1 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <- 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE (1) LAYER TYPE II (#30) (2) #5 CUNT. ON 3 6 x 6 W1.4 x W1.4 UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT _� 1I % FOR ROOF PITCH 4:12 OR LESS. r I o • I — — I 1 , PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH - TRUSS (SEE UPLIFT SCHED.) W/ 8„ `1 I I I METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT KGG NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" SN1 ELEV. VARIESAk FOR ADDITIONAL SLAB S3 INFORMATION. ALUMINUM DRIP EDGE 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12)10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) ELEV. 0'4" (ALT: 1/2"x12" TITEN HD @ 24" O.C. OIL OR 5/8"x10' WEDGE ANCHOR @ 24" A.F.F. O.C.) 2" a ° ° ° a ° ELEV. 4-3 1/2" a ° ° ° , ° ° ° 2x4 CONT. ° ° ° A.F.F. LL e .00 TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH � -TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O.) (OR %" GYP. TYPE "X„ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) -SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW TOP PLATE STUD BELOW 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (12)10d NAILS U.N.O. (1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.JAND 1) ROW 2x BLOCKING @MID HGT. FOR HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS 2"x3/16" PLATE WASHER (TWALL HGT. < 8'-6". (2) ROWS 2x BLOCKING FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ @ 3rd FITS FOR WALL HGT. > 8'-6". -INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) "SIMILAR AT FOUNDATION SIMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TSIMPSON SP1 w/ (10)10d NAILS STEP, SIZE OF FOUNDATIO 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILx P.T. BOTTOM PLATE INCLUDE THE WALL 6 x 6 W1.4 x W1,4 ATTACHMENTS 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH WWF OR FIBERMESH �3 1/2" M 1/2"(min.) 31/2"(min.) 31/2"(m n.) - 4" ° • I I I I GARAGE DEPTH VARIES ° 4 ° 1 g ° ° ° �— � I �I I I—IT1--J I_ GARAGE SLAB AT STEP SCALE: 3/4"=V-0" ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C N.O. 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. (2) #5 CONT. 4„ "— 1, ;,' "' ' r 8„ (2) #5 CONT. 4„ ' I' -44 ' �8„ U.N.O. MIN. U.N.O. MIN. TYPICAL BEARING WALL (@ STEP na SHEARWALL C TYPICAL BEARING WALL @ STEP "SHEAR WALL" SCALE:3/4"=V-0" SCALE:3/4"=V-0" ecs `SEE SOFFIT SHEET LOAD BEARING OR 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT / \ 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE CC/S3 OR C14 LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR "J" 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 8" C.M.U. TYPICAL � BOLT INFO. 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK (IF NO UP LIFT ON @ 24" O.C. VERT. OR TYPE "S" MORTAR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD *SIMPSON SP1 (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING w/ 10) 10d NAILS ( _ `„ T 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR —� ARCHITECTURAL FINISH TYP. ASSUMED FINISHED c PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR 1x2 PT WD FURRING @ 24" O.C.—/ ' ' GRADE ° #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ks1 *- oo [GRADE 60 MIN. F = 60ksi (1) #5 VERT. IN FILL MONO OR STEMWALL ? M — ° °. FINISH GRADE 25" MIN. LAP [30" MIN. LAP] y ] 1/2" GYPSUM WALLBOARD CELLS SEE ° ° U.N.O. ( FOOTING MONO SHOWN p 1> °e D oo — — r ;0 FOUNDATION PLAN FOR CLARITY ° _ _ _ 6 MIL VAPOR BARRIER —I I I P e ° I I — r R 1 7/8" M FOR LOCATIONS) ° p D ° = =III=III=III=III=i I I #5 REINFORCING BAR —� a 1x4 P.T. BASE NAILER ° ° III=III= 1-11 I=1 11— — c1 4 x4 INSPECTION M I 1=1 11=1 I F1 I F1 11=1 I� I • e I I I T #ri I AP SPI IC'F '� NOTE: o 31/4" BASEBOARD PORT AT EACH *FOR BEARING WALL g III=III=III III III= T COMP. SOIL. (COMPACTED TO ° T- _ —_ I-III-111-III-1 � I -I � 1- �I� FILLED CELL TYPICAL _ _ _ — — — 95%MODIFIED PROCTOR ASTM l! 1— I —I ffit —f .111 I' W/ UPLIFT ONLY — — — — , o MIN. 2500 PSI CONC. SLAB �,, AT GARAGE CONTRACTOR III=i = I= = I =III=III=III—III=III=III=III=III= = = D1557) I� , l—_I, �, I I,,,I L, I. 1. CID MIN PSI MAY VARY PER cn =1 _III—III-1 = —III=III—III—III-1 I =-1 = =I 1— 4 1-4 4- — TO CUT BLOCK OR POUR —' MUNICIPALITY. i—III= L=III= —III=III=III= I --III= o> CURB DUE TO SLOPE CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING W1.4XW1.4 WWF OR a „ DECO FINISH 4" to 6" „_ ,_ _ �_ FIBERMESH" SEE TYP WALL SECTION FOR ADDITIONAL SCALE: 3/4 0„ S3 SEE TYP WALL SECTION FOR ADDITIONAL SCALE: 3/4��0„ iv e° BELOW GRADE - Z00 SLAB INFORMATION. 6x6W1.4xW1.4 M ° 31/2" WWF OR FIBERMESH 6 MIL VAPOR _ ° _ = z r min.) 4" M o BARRIER ; p 4 — D• • — A a a 'v GRADE J COMP. SOIL. ° - • _ _ — — — — o (COMPACTED TO 95% — — _ I r=l — — ` (1) #5 tREBAR w/ OPT. MODIFIED PROCTOR ASTM D1557) — Vi EENENCLOSURE 3" MIN. CLR. - (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 14(1 STORY) STD. 90 HOOK (SEE 4 MIN. U.N.O. 4" V-8" (2 STORY) DETAIL) i = TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE L SCALE: 3/4" =1'-0" S3 SCALE: 3/4"=V-0" S3 C, a o OPT: DEPRESS SLAB 5Y2" '' DEEP AND 6" BEYOND E DOOR TO RECEIVE = PAVERS / DRIVEWAY CONCRETE 1 \ PAVERS---\ \ �l 1�11 SEE A/S3 OR J/S6 --`-I I 11 1, BLOCK WALL BEYOND O.H.D. RECESS z Ib ao FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. EXPANSION JOINT 1 SEE A/S3 OR J/S6---- -I I — I , , I FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. BLOCK WALL BEYOND O.H.D. RECESS I_ r SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0 oll J CONT. BEAD SEALM a ° a ° INTERIOR ° a -31 /2" � CONCRETE NAILS W 1 1/2' j EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB. a° 0 Cl) 6 MIL VAPOR BARRIER .' •-ftwe1 A NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM w END OF 2" x PLATE � D U a �L—ILI=I L U) I 11 Irf— REBAR DETAILS F SCALE: N,T.S, S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR . „ &LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN Oi (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO 2x4 P.T. PLATE 7/16„ O.S.B. COLUMN LOCATION - I I 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w SCHEDULE Q J 6x6 P.T. #2 SYP �w LU ABU66 —2X STUDS @ 24" O.C. U.N.O. SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS GARAGE COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 AT 8" O.C. zz�—­1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS —INSULATION PER CHART SQUARE CMU BLOCK BASE, ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT E 6 x 6 W1.4 x W1.4 N M w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) WWF OR FIBERMESH r, ° BRICK PAVERS or SLAB PER ° / COMMUNITY SPECS 4r'4"' INTERIOR WALL SLAB STEP NON-BRG. rK SCALE:3/4"=V-0" S3 0-0 FIN. FLR. ° SEE FOUNDATION CONC. PAD INFO, TAPERED COLUMN FRAMING rCD'12 SCALE: 3/4' = 1'-0" CC S3 (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) E 6x6W1.4xW1.4 - WWF OR FIBERMESH r ° 111 I II-III-`M' � (2) #5 CONT. =1 I ICI � I-9— I I ILL, , I ON 3" CHAIRS (TYP.) 8" 1 8„ TYPICAL INTERIOR BEARING WALL W/ UPLIFT rG SCALE: 3/4"=V-0" S3 1 1/2" RECESS FOR �jVAR�IE j 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) I r WWF OR FIBERMESH T I I M SEE A/S3/J/S6 —/ 1 8" FOR REINF. INFO. OPTION #1 1 J SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. �- SLAB STEP & RECESS (@ S.G.D. M SCALE:3/4"=V-0" \, S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD _ e� CONT. FOOTING STEEL MAT REINFORCING. r ' M 00 RAD a ° a c�L.U;III—III a a. I —III —III —III —I z w o =1 I —I III=1 I —III —III w o w U) w III=1 -1 TH -1 z -1 =1 f l-1-1=1 =1 I=1 w =1 III�1 I—III=1—III III=1—III— ' FooTING BEYOND PAD REINFORCEMENT-)-1=1 1=i —' (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 _ •-W W UI "' Z M — o z� a u, z cn U u, 4--) LLJ �V — 0 w �N C� U °I- CON w P — 8 C f0 CMM 'NCO co0 _. J--u 00 U �� 500 Sao <C rnz. d B D• Nt'9DC Z N N �M�z �' W z UZM IZ ED W zo �O o�� m Z E�'� V WWW. DSE OM L7 r -` :�s Off' • _ 45 .ti To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com o rr W I� V J LU 2 O U Z w�� Ld �4z ILLI + LL N J Q� zz U x z C �� o 2 0 o a J W g f U = < wg 000 J U0�a O< -C LL z z� ���° Z z ,� 1 � J L1.1 aWu. tj z e Q U Qua.IO U,QZ C)QW z RZS m Z W = QU, ,•� a V) o SCALE : AS NOTED DATE : 7/31 /2018 TECH: M)AMES VERSION NO. 4nO SHEET NO. S3 I _ 1 if 11 L 11 1 e 1 1 1 1 J 11. 1 AI' I11 _ _ I _ _ _ 1 _ (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH 2x6 / 2x8 WALL BEYOND (2) 2x HEADER TO SIT FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY WALL IS 1 1/2" MAXIMUM 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 PLATE INTERIOR 7 HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" 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 rT� SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER + +'; . , STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO rl TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD m SIMPSON SP1 w/ 00)1Old o NAILS AT EACH STUD PM 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX —� W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. —� AND FILLED SOLID W/GROUT E5 1 #5 VERT. IN CONC. FILLED CELL W/ Q STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL v DRAIN EXTERIOR WALL CLEAN -OUT WALL A SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE STEEL AND GROUT FULL 8 8 16 BLOCK 12 (TYP.) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED x x SIMf S'ON SP2 w/ (12)10d NAIL AT EACH STUD —DOOR OPENING LWj DOOR OPENING 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8"KBLOCKING ( ) O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS 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"DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT D SCALE: N.T.S. S4 SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MOISTURE BARRIER 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED W/ GROUT REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW KB MAIN SPAN ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) SL� KNOCK OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 4 c c d a a ° a 8„ STD. WHOOK 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: 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION --- PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED BLOCKING (TYP.) PROPERLY. OOF TRUSS O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. UPLIFT CONNECTOR (SEE SCHEDULE) ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. MOISTURE BARRIER SCALE: N.T.S. M, N Mo 0 0 rn i I N i c MOUNTING BASE NOT SHOWN y FOR CLARITY SEE DETAIL K/S4 o = SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE 01 co GARAGE FLOOR SLAB TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD ---- N w FOR DRAINAGE SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL w - t0\1E1\M\\\\\\E\\\`w r- > 0 4w FORM CREATES CONCRETE RECESS TO 2X4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. 2x KEEP STIFFENER BACK FROM SIDES ENOUGH 16" TO ALLOW SPACE FOR FLAT MASONS TOOLS TOI SIN (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY 10d MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END STt PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) 2x6 MOUNTING BASE SHOWN F01 IN POSITION GARAGE ENTRY FORM DETAIL 10d 2x6 MOUNTING BASE �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER _ CONNECTION ASSEMBLY .:, GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. O/C -TRACK MOUNTING BRACKET DO CR TYI \ GARAGE DOOR TRACK SCALE: N.T.S. 4 a a s POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90* HOOK IN K.O. BLOCK VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL "„ . x -BOLTS T6-3/4", 4 - /4 , 7 AND 9 - /8 ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. SCALE: N.T.S. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD- 2 x 6 P. J-BOLT TRACK BRACKET VIJVrI r W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. �S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1' -4' (1) (2) (1) (2) (1) LSTA30 4'- 9' 1 (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 GREATER HEADER CS (2) 2x HEADER SEE PLAN 4 INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 SIMPSON HTT4 TYP. Op O,Q 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 GE SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. 0 - 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 kSPLICE NAILS TOTAL) EA. SIDE OF 4rq„ SPLICE STAGGERED ATTACH ALL J EXTERIOR STUDS W/ (4 16d TOENAILS TO T�P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS SIMPSON C SIMPSON SP4 SP2 P.T. ATE a TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL SIMPSON SIMPSON SP4 SP2 \-NAILED INTO TRANSOM FRAMING � TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON RECESS SIMPSON SP4 LINTEL SP4 a 4 °a 4 TRUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS 'BLOCKING @ EACH END LOU 2x TOP PLATE U) V2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR REINF. INFO. PLATE TO CONCRETE TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL 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) ° ° DTT2Z w/ (8)1/4" x 1 1/2" SDS (1835# SPF) ° o ° • HDU2-SDS2.5 wl (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 G • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T,R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT HTT / HDU TENSION TIE N SCALE: NTS S4 SIMPSON SP4 �_OVERLAPPING 2X TOP PLATE ROOF TRUSS ABOVE 2X BLOCKING INTO �(2) 16d TOE NAILS TRANSOM 10d NAILS @ 6" EA. BLOCKING FRAMING STAGGERED co 2X8 WALL ABOVE SIMPSON ENTRY SP1 • K.O. BLOCK W/(1) SIMPSON SIMPSON —1-BOLTS @ 24" O.C. #5 CONT. & SP4 SP4 MAX FILLED 5/8"X10" J-BOLTS 2X P.T. PLATE @ 2'-0" O.C. MASONRY WALL 2X8 P.T. BOTTOM P TE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 10d NAILS @ 4" 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING o No BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM ° 2X8 P.T. BOTTOM D PLATE 5/8"xl0" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R� SCALE: N.T.S. 0 Z o CD z co z Q C1 Ln (9 a) C a—+ W o •O W .� M U o� m N W K _ Q — O fh C N = 9? "Ji O o p wu U co Cc in o Q m n o U, 01ao B D. N�� 7 • JIP N •D V y r`5 rn # 00 U) w u�0.9 ui uj W ¢ am :§ a in p CALL LLI :fir• "." �, F- � '� r/7!/lisit4ti To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 50 �o w za fa LU 0000 � 25 ry2-J ¢� U- 0 W N WWI I' Lu zz (' CL )_0 U f 2 4 Z C SLR C T z OV V J a J o = Im U o0z 0 0 rjOa� *k N � W Z� a af� Q �2� Z Z .- 4 0 of_ W ll') Q di Z Lu ' z $az O Z t- o O Z Q J = J a f SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAMES VERSION N0. 4n0 SHEET NO. S4 SIMPSON HGAM11 W/ (4)1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4 1 /4"x2 3/4" TITEN TO CMU SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS BACKNAIL w/ (2)16d NAILS SIMPSON H1OA w/ (18) SIMPSON SP4 w/ 6 1 TOENAIL W/ (2) 16d NAILS SIMPSON H10A w/ (18) () Od x NAILING SCHEDULE FOR 10d x 1 12" AT EA. 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. 2x4 SEE STRUCTURAL NOTES 1 12 AT EA STUD (USE BACKNAIL w/ (2) 16d NAILS SIMPSON H10A w/ (18) SHEATHING DETAIL OUTLOOKER OUTLOOKER SP6 FOR 2 6 WALL USE " @ 24" O.C.7 NAILING SCHEDULE FOR OUTLOOKER AND NAILING SCHEDULE @ 24" O.C. TOP CHORD SHEATHING DETAIL FOR SHEATHING DETAIL BLOCKING FOR FIRST FOUR ROWS OF 45° t 24" MAX. TOP CORD BLOCKING 45°t 2X4 CONT'L" BRACE TOP CORD BLOCKING TRUSSES @ SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2)10d 3" FOR FIRST FOUR ROWS EDGES OF 2x4 CRO BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" 0/C. CMID HEIGHT OF TRUSSES @ EDGES SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF • OF SHEATHING TYPICAL TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO „ 48 O.C. EACH JOINT WI (3) 10d AT LEAST 90% OF WEB @ 8'4" O/C EXTEND AT LEAST 90% OF MAX. & (2)10d TOE NAILS @ 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d SILL 1/2"CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROM LEDGER TO 7/16" OSB SHEATHING & (2)10d TOE NAILS @ BLOCKING ATTACHED W/ 10d EA. END NAILS 6" O.C. EDGES GYPSUM WALLBOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1 OdX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD 2x4 PANEL BLOCKING @ 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FOR THE FIRST (4) FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE ROWS OF TRUSSES FRO @ 48" O.C. 5/8" x 10" "J" BOLT 48" O.C. @ WEEP SCREED EA. END TYP. TOP & MOISTURE BARRIER BOTTOM ATTACHED w/ (2 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)1 Odxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. 16d TOENAILS PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 1Odx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7) 1Old 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" ri EMBEDMENT IN KO BLOCK GABLE WEB 2 WEB, USE MSTAM36 w/ (7) -SECTION 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE BACKNAIL W/ 2 16d NAILS SIMPSON H10A w/ (18) x SEE STRUCTURAL NOTES 10d x 1 12 AT EA. SP8 FOR 2x8 WALL) AND NAILING SCHEDULE OUTLOOKER 2x4 OUTLOOKER FOR SHEATHING DETAIL F@ 24" O/C 2x4 OUTLOOKER @ 24" TOP CORD O.C. (OPTIONAL - SEE 4" MAX. BLOCKING FOR ELEVATIONS) FIRST FOUR ROWS DOUBLE TOP PLATE OF TRUSSES @ 2x4 CROSS BRACE APPROX. 8" 2"x4"CROSS BRACE 24" MAX. EDGES OF FROM RIDGE FASTENED AT APPROX. 8" FROM SHEATHING TYP. EACH JOINT W/ (2)10d & (2)10d RIDGE FASTENED AT "L" BRACE TO EXTEND TOE NAILS @ EA. END EACH JOINT W/ AT LEAST 90% OF WEB 10d & (2)10d TOEE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE &SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2)16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 10d NAILS W/ 1 Od NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD (2) 16d NAILS BOTTOM ATTACHED 48" 2x BLOCKING W/ (2) 16d TOENAILS 2x4'T" ON TOP OF PANEL If L BLOCKING, FASTEN WITH M 2x4 "T" ON TOP OF PANEL SIMPSON HGAIOKT w/ (4)1/4"xl 1/2" 1Odx3" @ 4" O/C BLOCKING, FASTEN WITH SDS SCREWS TO TRUSS & (4) 1/4"x3" 10dx3" @ 4" O/C SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12) 10d 2x4 LEDGER (MATCH BOTTOM NAILS AT EACH STUD DBL. TOP PLATE CHORD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 () 1 Od x 1 12" AT EA. 2x4 OUTLOOKER REFER TO DETAIL J71 SEE STRUCTURAL--,,,,,OUTLOOKER @ 24" O/C ON SHEET S5 FOR N M Cn NOTES AND NAILING TOP CORD X-BRACING, AND TOP N SCHEDULE FOR BLOCKING FOR CHORD BLOCKING `° - °° SHEATHING DETAIL FIRST FOUR ROWS INFORMATION OF TRUSSES @ 1112 v " 2"x4" CROSS BRACE 24'MAX. " EDGES OF -WOOD TRUSSES APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT L BRACE TO EXTEND -2X4 RAT RUN BRACING ' EACH JOINT W/ (2) AT LEAST 90% OF WEB AT 24" O.C. ON TOP OF 10d & (2) 10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 TRUSS SPANS NAILS @ EA. END GABLE TRUSS ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" AT EA. TRUSS JOINT @ 48" 0/C FOR THE (2) 16d NAILS OSB SHEATHING ATTACHED (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 FIRST (4) ROWS OF W/ 1 Od NAILS @ 6" O.C. OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. E ES AND 12" O.C. FIELD 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = .207", L = 41/2") OR EQUAL 0 END TYP. TOP & JACK TRUSS O/C w/ (2) 16d TOENAILS @ EA. END NOTES: BOTTOM ATTACHED _ SEE PLAN FOR �' 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS CONNECTION MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA, x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 2x4 TOP PANEL BLOCKING, FASTEN N WITH L 2x4 BLOCKING W/ 3) EACH 30d COMMON NAIL MAYBE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" 0/C (2)12d TOENAILS EXT. WALL CONN. COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF L NON - LOAD BEARING LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4"= V-0" TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION g v �� = ADDITIONAL INFORMATION NI 0 cV �i LO T3 MINIMUM 2x a CROSS BRACING (SEE PLAN FOR LOCATIONS) c (2)16d PER JOINT 0 a CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 0 CROSS BRACING DETAIL rT� I rn i SCALE: N.T.S. S5 2"x4" OUTLOOKER @ 24" O.C. W/ (2)1 Od PER JOINT 10dx3" O/C @J 2"x4� TOENAIL 6" O/C RUNNE W/ (2)16d TYPICAL NAILS > .. ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. Y� 1 GABLE TRUSS L "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE o AND LOCATION) 6.9 MAX. r 5 E S5 0 x 0 c c J Lz 0 U O 0 6 S5 I / U N CONT. BEARING GABLE END BRACING DETAIL U-1 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 SCALE: N.T.S. SCJ OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP \-- MINIMUM (2)16d PER JOINT MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL M SCALE: N.T.S. S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C 2 x 4 BLOCKING w/ (2) 1 Od WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) BRACING w/ (3)10d x 3" AT EACH CONN. @ 24" 0/C 0 z w • SIMPSON HGAMIOKTA w/ (4) MOISTURE BARRIER 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" BOND BEAM TITEN TO CMU MASONRY WALL 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL L BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL 4n GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J 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 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. ..._ ll�l�l�ill�■I ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. nfv 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"4" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-O" - 6-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2"SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) —GABLE TRUSS `—STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=T-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN E S5 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) 'T' BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL /TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION r L, 0 t2 0 Z ch — o z<0 z Q n V) (D Q) C 4--J LU C� o •p w U a m 1..1..1 E xtY�h —Cn a)CN M M C N -6info Qm 'Dg71� Aao ED. Ir 10 N �O _ 1 N 0 N U) Z W mdy r' zgn rri R � 0. W � ,; � LL a W am < a a 0¢ � 0 cc Z U)M E a' as - r • 0 '` �. r . To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Z �o W zg f Z> y UES° �gz? J j c N Q 8V zo N a� C/� f Z z C ,J Q 4 w a O R J W 8 9 2 6 o o f�6 a LUoin 0 a Q g a g z Z 0 J r�i W W � a az� gLLaLLl!o Q Z �o z Z 8 0 m M � _ `f .--i 0- cn o SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAM ES VERSION NO° 4sO SHEET NO. S5 m S 0 M 0 0 co o� E5 a 0 PO 0 J to I rn v 3 C, rn N G E x v J N U 0 �I N U N 0 a N r\ w 1/2" DRYWALL DOOR JAMB REFERJE DOOR JAMB {REFER 1x4 ( 4 1/2" DRYWALL UNACCEPTABLE INSTALLTION "TO TV DOOR JAMB (REFER PRODUCT TO PRODUCT TO PRODUCT APPROVAL FOR CON PROPER INSTALLATION MAX. 8 DO NOT DO THIS 2"x BOT. PLATE W/(2)10d @ 6" O.C. &X4411"DRYWALL APPROVAL FOR CONN. APPROVAL FOR CONN. x4 X 4 #5 REBAR (TYP,) 3/4" PLYWOOD DECKING GLUEDAND ATTACHED WALL SHEATHING TO 1x4 P.T. 3-1/4" LONG X 3/16"0FURRING 3/16"0 X 3" LONG FURRING (2) ROWS 3/16 x 3-1/2 TAPCONS FURRING #5 REBAR (n P')BLOCK@ ' NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD ]v 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCON @ 16" O.C. &2X8 @ 16" SPACING „ 1 DETAIL 1x8 P.T. FROM EACH END w/MSTAGGERED .1X8 O.C.. 2 ROWS NTO 2" EDGE DIST. ATTACH 2x BAND JOIST PER MANUFACTURE MASONRY THROUGH It 1-1 /2 DETAIL 1x8 w/ (2) ROWS 8d NALS 3 �� DETAI L D. 90° HOOK (TYP.) STD. 90^ ` /� W/ FACE NAIL 10d @TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. FILL BOTH�ED S HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. x 3 3/16" x 3 -112" 1x4 P.T. DOOR JAMB (REFER METAL SEAT PLATE TAPCON @ 16° O.C. & 4" FROM TO PRODUCT DOOR JAMB (REFER APPROVAL FOR CONN. TO PRODUCT 1x4 1/2" DRYWALL Ella :]L> !4% L LAP SHEATHING TO DOOR JAMB (REFER]LJIL EACH END W/ MIN APPROVAL FOR CONN. ' 2x8 P.T. w/ (2) ROWS 3/16"IL, ' ` M BAND TO PRODUCTIST. x 3-1/2" TAPCON @ 16" JOIST TYPICAL *2',' APPROVAL FOR CO(2) J ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH 1x4 FURRINGSIMPSON — / TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ ' +2" NOTC EB @ FIRST COURSE ` HGAM10KTA 12" O.C. @ w/ (4) 1/4x1 1/2 SDS SCREWS ..REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 ' ` INTO BAND JOIST & (4)1/4"x2 3/4" 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" O.c. 3-1 /4" DETAIL +5^ NOTCH WEB AT THE ' FIRST 2 COURSES ` TITEN INTO K.O. BLOCK BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC LLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A = 1610 # FOR 2 STRAPS FILL COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2'-0 8 D W /GROUT SOLID OUT R 1 PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1/4"x1 1/2" SIDS 1/2" DRYWALL * SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS i IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) 2 x 8 45^ DIAGONAL (4)10d NAILS INTO LEAVE A CUTOUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DrAGONAL BRACE AT EA. OR cofvrncT ENGINEER I RECORD FOR FURTHER INSTRUCTIONS. ' f '• SCRIBE (NOTCH) FACE OF ARCH W/ (3)10d NAILS :; .:•' .: . :.;• ; ..' BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL A'� CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHOR- ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL NTS INTO ARCH BLKG. PER 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED W/ 3 #6 X 4%° WOOD ) ( ) * DOUBLE 2x4 SCAB FOR Z-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3l4" - NO REPAIR REM.SCREWS START OF ARC @ 16" O.C. MAX. OR IF MASONRY WALL (2)10d NAILS @ 8" O.C. ARCH DETAIL J 4 MAX. RAID. USE (1) SIMPSON1/ HID I (CENTERED) w/ Jr TO TO TRUSS TOP CHORD AT 16'O C MIN.JACK + N 1 11 r rr 1-O 5 -O SCALE: N.T.S. SS 12 + TH GPLYWOOD SHEATHING TRUSS PROVIDED BY SEE + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + BLOCKING AS + ° WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. ROOF SHEATHING ATTACHED REQUIRED > r D D EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL TO SUPPORT ° /4" MAX 2 -0" 8 TRUSS + + ° D o • D #5 BAR D BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON + + 10" a p ° CENTERED W/ M °° 9 H IN TOP BLKG. & BUCK 2X6 TO 2X4 2X4 SYP, ° ° o 1 X 4 FURRING 8d NAILS EACH TRUSS D KNOCKOUT/ c"4 - CHAIR BLOCK ° 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ 2 10d O CONNECTOR °�� - - p PROVIDE 2 x 8 DIAG. BRACE B EA. ND NAILS AT E PROVIDE (2) MIN. PROVIDE 2x CONT. W/ (3) _ MONO FOOTING - •D ° VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SEE LINTEL SIZE AND REINF. PER PLAN - ° AND SECTION DETAILS BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY SCHED. LEAVE A CUT OUT IN O.S.B. ON TI• MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL ° 2 x 8 VERT. BRACES () INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT DIRT ° Z TO BE INSTALLED 2 BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL ° STANDARD o SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN 90r HOOK N TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 41h" WOOD FOR OVER HANG FILLED CELL 8d NAILS,"`2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC 4 MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") - BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL WALL USE (2)1/4" X 31/2" TAPCONS AT 16" ° INSTALL WDW, SCREW THRU OSB INTO 2 x 8K"K O.C. ANCHOR INTO ARCH BLKG. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS ARCH DETAIL e-e SECTION @ ENTRY L SECTION @ROOF EXTENSION M REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" = 1'-0" SS SCALE: 3/4" = 1'-0" SS SECTION DETAILS SCALE: 3/4" = V-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION, AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL, EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5"MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO —TOP SPACE BETWEEN EXISTING GROUT &NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR SIMPSON HTT4 w/ (18)10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER "SQUEEZED" W.W.M. AT PERIMETER 1/2" NAILS TO STUDS & (1) - COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. 5/8" DIA. ALL THREAD ROD #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) OCCURS TOP WITH MIN. 3" EPDXIED w/ SIMPSON "SET" a Er z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 6�-0" EPDXY MIN. 6" EMBEDMENT & 0 SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER F'F' 3" MIN. EDGE DISTANCE < FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP U_ w NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE , p 2 A THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL LU a REINFORCING AS FOLLOWS: —_ a 1 * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT _ _ _ _ po ; r LL ��' * PRESS PANEL REINFORCING INTO PLACE. #5x6' EMBEDDED INTO U z 6" MIN. LAP SPLICE W/ o ° 3 g EXISTING FOOTING (2) #5x6 IN CONC. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL — ci� ain FILLED CELL SMOOTH. DO NO FURROW. ° o ° . ` N DRILL 3/4"x5"MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE o. o SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP p G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: M ' ` REMAIN FREE OF MORTAR. z ` H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. � n ` \tea TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ' (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 L 16" MIN. 00,COVER EA. WAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4" = 1'-0" SCALE: 3/4" = V-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. �' I! 0 Z ri — o z�z r c (1) Uj � o •p LU m N IIJ data ~ 8 W N Co cO [di 0 2 -0 C N U "-00 �i bo Q rn COL av o1 Q o B D. N �O .w .N.. V cc',, v U) C5 w z c .1 s �. w W ch N w W IFc� a -S Z O LLZtllpd ¢ o owv ^ti�1'WW,FD ENG � ' JF`•� ;,F;,tII,t;�; •�L' To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering pot ons of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com C a Z LU U?oo Z, g p[�J WOr° O(Y LL, �u--N L Z W N >zd fZ oC Z Q U = 0*1 u) OLLz a�g 0 J Q f w m !V W U0, , J Z� 0 Z 30" J LJ i S LIU 2: gF-8 ` z z � � Z g dVo' Z � o m C� g = J N aUj T-+ a U0 o SCALE : AS NOTED DATE : 7/31 /2018 TECH: M)AM ES VERSION NO. 4nO SHEET NO. SS I I - I _--- 1' I 11 ! YY/L-1UU` "l"[111\VVV vv"L CROSS BRACING DETAIL (TYP.) 1 SCALE:NTS SEE ROOF PROVIDE 2X4 MIN. BLOCKING AT PLAN SHEATHING Q 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 )P'A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING PACK MAX 24" SPAN (EITHER PUSSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS ---I' AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE:NTS (2) 2x8 #2 SYP w, O.S.B. FLITCH PI TOP @ TRUSS E U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY 2 MASONRY WALL 4 SCALE:NTS JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL ENTRY FRONT WALL s SCALE:NTS TRUSS NOTES: TYP. HAND FRAMING ABOVE TRUSS 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 CONV. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" O.C.MAY BE NAILED EACH DIRECTION TYP. U.N.O. SIMPSON LSTA18 IL L. (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER MIN. (4) IL WHEN VERTICAL SCAB 2 x 6 w/ (12) 10d NAILS SEE PLAN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO #2 SPF 48„ SIMPSON HUC410 w/ (14) O.C. W/ (4) CENTERED AT 16d INTO HEADER & (1 FOR CANT. 2x8 BLOCKING NAILED @ 10d TOP & BOTTOM SPLIT TO TIE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS EACH SIDE w/ 3 12d NAILS BEAMS TOGETHER 10d INTO BEAM - SEE COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES () OR SIMPSON H2.5A w/ ROOF PLAN FOR MORE OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD WHEN REQUIRED w/ (2) (10) 8d NAILS INFO SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & ON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SEE FLOOR PLAN FOR SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION 1 1/2" N OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED COLUMN SIZE & BASE RECOSB FLITCH PLATE SEE FLOOR PLAN CONNECTION INFO REQ''D ONLY WHEN 2x4 #2 SYP NAILER. NAIL ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER COLLAR TIE FOR COLUMN SIZE INDICATED ON BM. TO STUDS w/ (3)16d AT A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. EVERY 3rd & ADDITIONAL INFO. SCHEDULE/PLAN 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS RAFTER 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR EACH STUD - TOENAIL7—PER ROOF AND EXTERIOR LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING REQ'D ONLY WHEN COLUMN SIZE & BASE EACH TRUSS TO NAILER SHEATHING ATTACHED SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" OPTION A INDICATED SCHEDULE/ON BM OPTION B CONNECTION INFO OPTION C w/ (3)10d NAILING SCHEDULE O.C. MAXIMUM. 2x4 SPF 2 (2) #7 x 3-1/2" 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER &SHALL BE ATTACHED w/ (3) 12d WOOD SCREW EACH SEE 2ND FLOOR WALL SECTION NAILS AT EACH TRUSS INTERSECTION. CB TRUSS OR SIMPSOL COMMON B M . TO POST ATTACHMENT A AT 48 FOR ADDITIONAL INFORMATION 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS w/ (10) 8d NAILS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT Tg AT " O.C. SEE ROOF PLAN SCALE: 3/4"=1'-0" ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Dg B FOR BEAM SIZE & BM. SPLICE OVER IF 2x DOUBLE LEDGER, 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS BEVEL CUTS CONNECTION INFO. CENTER OF POST ATTACH FIRST PLY DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS PRE-ENG. TRUSS (OPTIONAL) A A w/ (4) 16d NAILS TO EA. F01 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING SEE PLAN FOR END C TRUSS THEN BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP T P OF AM ATTACH SECOND PLY MAX & EACH END ALTERNATE w/ (3) ROWS OF 16d CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. NAILS AT 24" O.C. A N DIAGONAL 2x8 #2 SPF RIDGE BEAM N AT 8'-0" WOOD SIMPSON LUS26 w/ (8) 10d NAILS MAX TRUSS 2x6 #2 SYP RAFTERS FOR SPANS 4FT SIMPSON MTS18 w/ (14) OR IF 2 PLY TRUSS SIMPSON TO 8FT 2X4 RAFTERS FOR SPANS LESS 10d NAILS TYP. U.N.O. SEE PLAN FOR SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d CANTILEVER IF MTS18 w/ (14) LEDGER AND J/S6 FOR MORE INFO. COLUMN FLOOS SIZE &N FOR INDICATED 10d NAILS VERIFY WITH PLAN FOR o COMMON TOENAILS TO TIE BEAM ADDITIONAL INFO. \ TYP. U.N.O. - - - 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 2X4 CONT. AT CONC. MASONRY 1/2" X 41/2" LAG SCREWS ATTACH - (IF PARALLEL SEE 2/D2 FOR T & B CHORD STEEL OR WOOD (WOOD COLUMN SHOWN) LAG SCREWS INTO END OF EACH FLOOR TRUSS, 24" O.C. MAX. (AT BLOCKING INFO) r BEARING SUPPORT MIDDLE EACH SIDE OF G.T. INSTALL (4) LAG14"MASONRY WALL o Q ° SCREWS EACH SIDE) (TYPICAL) A -A ALTERNATE BLOCKING CORNER SEE FOUNDATION SECTION AT LOW ROOF rg DETAIL INTERIOR BEARING c 5„ PLAN FOR MORE INFO SCALE: NTS 3 f it'd jv SCALE:NTS COMMON BM. ATTACHMENTri8 o WOOD TRUSS A PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE:NTS SUPPORT WHERE TRUSS DEPTH EXCEEDS TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT SCALE: NTS OL VARIES - 2x STUDS @ 16" O.C. ROOF SHEATHING SEE 1/S5 FOR SEE PLAN FOR w/ SIMPSON SP1 w/ (10) 10d ATTACHED PER ADDITIONAL NAILS AT BASE & SIMPSON 2x4 #2 SPF BRACING @ NAILING SCHEDULE OUTLOOKER ��dON OILS AT INFO.VALLEY TRUSS SP2 w/ (12) 10d NAILS AT TOP 0 16" O.C. W/ 4 12d EXTERIOR SHEATHING INFO. O`'� COMMON TRUSSES. ATTACHED PER 2x BLOCKING BETWEEN STUDS 3 TOENAILS TO TOP SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON c TO TRUSS W/ 2 12d TOENAILS Q PLATE & (2) 12d END NAILING SCHEDULE ( ) STRUCTURAL SHEATHING MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS EACH END (BETWEEN TRUSSES NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR (2) 12d NAILS TO EACH VERTICAL �' ATTACHED PER NAILING GABL BOTTOM CHORD PLATE MORE INFO. LOW ROOFMALL STUD) a SCHEDULE SHEATHING ATTACHED VARIES SEE PLAN PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d VARIES W/ FOR WALL LOCATION 2x4 BASE PLATE W/ 1/2" PLYWOOD NAILS @ 16" O.C. ALONG W/ ROOF SLOPE SIMPSON LSTA30 w/ _ - (22) 10d NAILS OR (2) 16d NAILS TO f SIMPSON MTS12 w/ (14) 10d x WOOD WALL - _ Z - SIMPSON MTS12 w/ BELOW @ 16" O.C. 11 TRUSS/OMMONG s 1 1/2" NAILS TO BLOCKING OR TRUSS. 2X4 CONT. W/ (2) MIN. 2x4 #2 SPF STUDS @ (14) 10d x 1 1/2 NAILS TYP TOP &BOTTOM - FLOOR G SEE PLAN 16d COMMONSNAIS EACH SHEOATH NG ATTACOHED BEOLOW @ 16"O CR STUD TYP. T&B PER NAILING SCHEDULE & -• MASONRY WALL BELOW: SIMPSON (3) 12d TOENAILS TO -- - a.. HETA16 w/ (9) 10d x 1 1/2" NAILS @ PLYWOOD RTRUSS OOF SYSTEM TOP OF WALL PLATE BELOW - ----- -- _ _ _ - OORBOAM WALL BEAM BELOW: SIMPSON HTS20 w/ FLOORING SEE PLAN FOR 4 -0 O.C. TO GABLE TRUSS y SEE TRUSS PLAN a o MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER (24) 10d x 1 1/2 NAILS @ 4 0 O.C. ---- - i W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR TO GABLE TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. °L MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION Q COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE 16" O.C. MAX. SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) S H EAR T RAN S F E R INFO. SECTION @ FLOOR FOR CONNECTION CONNECTIONS TO G.T. 16d NAILS AT EACH END N EXTERIOR. WALL SECTION ENTRYr8N�CONNECTION 22 SECTION AT HIP GABLE 12 SECTION BUMP OUT 39 SCALE: NTS SCALE:NTS SCALE: NTS SCALE: NTS SCALE:NTS DETAILS & SECTIONS zc') o zC) z Q nj V) U' (1) <„ a--+ w �U — 0 w v , ~ U1 M r- m F_ 006 �O 'O M ! 1 O LL c:) �!� o0000, m iZ ¢m m8. Qo N �O O (MVCD00 MN�z Z W w z W Z Q m`?� LL�N�o�,, m zU)E Q W lltt o o d� SE �� Q°�i Q O C 0�' . ' Fl- •'� ////,I 'TOFESS\p To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oZ O �o fa w<Ixtr Zoo �oujw it T J W LL N Q z oo© n0 } U i Z F Z LU �--� (� Z O - 06 �a U = U) �0 F 0 c ci Vo J � N q Z Z Z $Nf- Z Z �--� J In lii ¢ LU Z Z U RaF W<g OT 1,0 z � ��S 0 (3)g z = SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAM ES VERSION N0. 4nO SHEET NO. D1 WEATHER RESISITIVE BARRIER TAPE (A85EMBLED NANDOW ) HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weat THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING - DO NOT FLASH OVER BOTTOM NAILING FLANGE <D 0 x a co 0 M NOT USED w mod' SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING DECK JOIST NAILING FLANGE WEATHER dE BARRIER & tARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN ---, OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF J01; UNDER DECKING ED FLASHING (SEE DETAIL WP07) 0 0 SELF -ADHERED FLASHING M WEATHER RESISTIVE BARRIER - 3/4"-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 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL SELF -ADHERED FLASHING 1 2 SEAL TOPS OF JOISTS UNDER DECKING 8 (SEE DETAIL WP07) Q SELF-ADHER [©7 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING PATCH HERED FLASHING © IO L I ✓ J � � I � I STRIP OF SAF DRAINAGE PLANE WRB i BOND BREAK WRB SF LATH I � WRAP DP WRB ONTO / I THE VERTICAL / \ SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE - - H PLASTER STOP THIS GAP IS A RESUL NATURAL SHRINKAGI DO NOT SEAL. CONTINUOUS BACKER ROD &SEALANT DRIP SCREED PLAST ACCESSORY A 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 Lt r- A Q SELF -ADHERED FLASHING a' CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED FLASHING SELF -ADHERED FLASHING SCORED RELEASE PAPER �r (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) 0 a SOFFIT/CANTILEVER I� SELF -ADHERED FLASHING INSIDE CORNER Ground Water Resistant Barrier Lath Sheathing Stucco FOUNDATION WEEP SCREED LEGEND SELF ADHERED FLASHING (SAF) - DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - BOND BREAK WEATHER RESISTANT BARRIER - - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH FLASHING REQUIREMENTS R609.1 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. R703.2 Weather -resistant sheathing paper. One layer of No.15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.4 Exception: Omission of the water -resistive barrier is permitted in the following situations: 1. In detached accessory buildings. 2. Under exterior wall finish materials as permitted in Table R703.4 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.6.2.1 Weep Screeds A Minimum 0.019-inch (No. 26 Galy. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1 /2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 Detail Instructions Refer to the number marked as G 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 7/8" Cement Plaster in accordance With ASTMC926 WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all i U r Z 0 -Z Z Q J c) 0 � I • o O LU C:� YZN op ru U m L U E aF oo - U a) m T M �2x � = N '�- C N co N r0 Q rn u.) rnQ 6 R Do N N . w O Vim', N V 00 Z ui ~ c = LU N� u W > g' a Z Vi 2,S m 0 LL Z a cn ° t o LUA o (j U O WWW.FDSENG.COM 0 N CID N To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oz 0 �o Z fa Luz 0 Fw Q�Q S�z �$ �uj U� �90, wu- _ 0 w N ts Q Q ti 0 z i ^ J U ,. o f z 1 C: O N3 a -0 O O QaJ W CL W 000 W Q Lu O Cdw` Z Z W Lli W a uj 0 z J r1 LU a CD Z Lu z Z on 0 m � Z g LU J aLu � SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAM ES VERSION NO. 4n0 SHEET NO. W P L SONg-Tie March 20, 2018 Re: Wood Construction Connector Compliance for 2015International Codes & 2017 Florida Codes To Whom It May Concern Section 2303.5 of the 2015 International Building Code (IBC) and 2017 Florida Building Code (FBC) specifies that joist hangers shall be tested per ASTM D7147 Testing and 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 bad as the lowest of the following: 1. Lowest ultimate of three tests (or average of 6) with a safety factor of 3 2. Average load at 1/8-inch deflection 3. Calculations per American Wood Council National Design Specification for Wood Construction (NDS) The primary changes in ASTM D7147 are requirements to measure properties of the tested materials, such as steel strength, fastener strength, and wood specific gravity. The tested ultimate loads must be adjusted when 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 I -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, vve 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 stowing compliance to the 2012 and 2014 editions, respectively, until July 2018. The information in this letter is valid until 6/30/2018 when it will be re-evaluated by Simpson Strong -Tie. Please visit www stronatie com for additional pertinent information. If you have questions or need further assistance regarding this matter, please contact the Simpson Strong -Tie Engineering Department at 800.999.50W. Sincerely, SIMPSON STRONG -TIE COMPANY INC. 16P4 Keith Cullum, P.E., LEED AP dydBDW Engineer, Southeast U.S. Branch Page I of 1 Simpson Strong -Tie Company Inc. 2221 Country Lens McKinney, TX 75069 Phom: 972.542.0326 Fez 972.542.4139 enm stranali . < USP Gurafaatoft > e Simpsexr com» u8P Stookfw Plo9ids &pi4nvtds ProduotAppirovollNo. 1 Rapo+t f.l(Qgtg) tea+ SIP&me. Fliorkh Prods ApprovddNo. 1vatusgon tYport �t20I� A3 FL17244.1 ESR-3455 A23 FL10446.2 ESR-26W HD210-2 FL17232.3 ESR-3445 HU210-2 FL10856.4 ESR-2549 HD212-2 FL77232.3 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 H026 FL17232.2 ESR-3445 HU26 FL10856.3 ESR-2549 H028-2 FL17232.3 ESR-3445 HU28-2 FL10856.4 ESR-2549 HD410 FL17232.4 ESR-3445 HU410 FL10856.9 ESR-2549 HD412 FL17232.4 ESR-3445 HU412 FL10856.9 ESR-2549 HD610 FL17232.4 ESR-3445 HU610 FL10856.10 ESR-2549 HDO410 FL17241.7 ESR-3444 HUCQ410 FL11468.11 SIM200804 HGA10 FL17699.1 Evaluation Report HGAIOKT FL11470.4 SIM200803 HGAM10 FL17699.1 Evaluation Report HGAM10KT FL11470.4 SIM200803 HHCP2 FL17236.7 ESR-3448 HCP2 FL10447.2 ESR-2551 HTA16 FL17680.4 Evaluation Report HETA16 FL11473.5 SIM200802 HTA20-18 FL17680.4 Evaluation Report HETA20 FL11473.5 SIM200802 HTT16 FL17324.2 Evaluation Report HTT16 FL11496.1 ES-0130 HTT45 FL17324.2 Evaluation Report HTT22 FL11496.1 ES-0130 HTW16 FL17244.8 ESR-3455 HTS16 FL1045622 ESR-2613 HTW20 FL17244.8 ESR-3455 HTS20 FL10456.23 ESR-2613 HTW24 FL17244.8 ESR-3455 HTS24 FL10456.24 ESR-2613 HTW30 FL17244.8 ESR-3455 HTS30 FL10456.26 ESR-2613 HTWM16 FL6223.2 Evaluation Report HTSM15 FL11473.11 SIM200802 HTWM20 FL8223.2 Evaluation Report HTSM20 FL11473.11 SIM200802 HUGT2 FL6223.3 Evaluation Report HGT2 FL1D456.18 ESR-2613 HUGT3 FL6223.3 Evaluation Report HGT3 FL10456.19 ESR-2613 HUS210-2 FL17232.6 ESR-3445 HUS210-2 FL10856-R4 ESR-2549 HUS212-2 FL17232.6 ESR-3445 HUS212-2 FL10856.11 ESR-2549 HUS26 FL17232.6 ESR-3445 HUS26 FL10856.11 ESR-2549 HUS28 FL17232.6 ESR-3445 HUS28 FL10856.11 ESR-2549 HUS28-2 FL17232.6 ESR-3445 HUS28-2 FL10856.11 ESR-2549 JL24 FL17232.7 ESR-3445 LU24 FL10655.103 ESR-2549 JL26 FL17232.7 ESR-3445 LU26 FL10655.104 ESR-2549 JUS210.2 FL17232.11 ESR-3445 LUS210-2 FL10655.107 ESR-2549 JUS24 FL17232.10 ESR-3445 LUS24 FL10655.109 ESR-2549 JUS26 FL17232.11 ESR-3445 LUS26 FL10655.111 ESR-2549 JUS26-2 FL17232.11 ESR-3445 LUS26-2 FL10555.112 ESR-2549 JUS28 FL17232.11 ESR-3445 LUS28 FL10655.113 ESR-2549 JUS46 FL17232.11 ESR-3445 LUS46 FL10855.118 ESR-2549 KLEG3 FL17241.15 ESR-3444 LEG3 FL10867.71 ESR-2615 KST260 FL17244.15 ESR-3455 MST60 FL10852.7 ESR-2105 LSTA12 FL17244.18 ESR-3455 LSTA12 FL10852.4 ESR-2105 LSTA15 FL17244.18 ESR-3455 LSTA15 FL10852.4 ESR-2105 LSTA18 FL17244.18 ESR-3455 LSTA18 FL10852.4 ESR-2105 LSTA24 FL17244.18 ESR-3455 LSTA24 FL10852.4 ESR-2105 LSTA30 FL17244.18 ESR-3455 LSTA30 FL10852.4 ESR-2105 LSTA36 FL17244.18 ESR-3455 LSTA36 FL10852.5 ESR-2105 LTS19 FL17219.2 ER-0200 LTT19 FL11496.3 ER-130 LTS208 FL17219.2 ER-0200 LTT208 FL11496.3 ER-130 LTT131 FL17219.2 ER-0200 LTTl31 FL11496.3 ER-130 LTW12 FL17244.8 ESR-3455 LTS12 FL10456.29 ESR-2613 LUGT2 FL17240.2 ESR-3447 LGT2 FL11470.7 SIM200803 MP3 FL17244.22 ESR-3455 LS30 FL10446.15 ESR-26M MP34 FL17244.23 ESR-3455 A34 FL10446.3 ESR-2606 MP4F FL17244.24 ESR-3455 LTP4 FL10446.19 ESR-2606 MP5 FL17244.22 ESR-3455 LS50 FL10446.16 ESR-2606 MPH3518 FL17240,3 ESR-3447 WM1416 FL10667.86 ESR-2615 MSTA12 FL17244.18 ESR-3455 MSTA12 FL10852.8 ESR-2105 MSTA15 FL17244.18 ESR-3455 MSTA15 FL10852.8 ESR-2105 MSTA18 FL17244.18 ESR-3455 MSTA18 FL10852.9 ESR-2105 MSTA24 FL17244A8 ESR-3455 MSTA24 FL10852.9 ESR-2105 MSTA36 FL17244.18 ESR-3455 MSTA36 FL10852.9 ESR-2105 MSTC40 FL17244.26 ESR-3455 MSTC40 FL10852.11 ESR-2105 MSTC52 FL17244.26 ESR-3455 MSTC52 FL10852.11 ESR-2105 MTW12 FL17244.8 ESR-3455 MTS12 FL10456.33 ESR-2613 MTW18 FL17244.8 ESR-3455 MTS16 FL10456.34 ESR-2613 MTW18 FL17244.8 ESR-3455 MTS18 FL10456.35 ESR-2613 MTW20 FL17244.8 ESR-3455 MTS20 FL10456.36 ESR-2613 MUGT15 FL17240.5 ESR-3447 MGT FL11470.9 SIM200803 NFM35X12 F1_578.2 Evaluation Report MBHA3.56/11.25 FL13904.6 ESR-2616 NFM35X16U FL578.3 Evaluation Report MBHA3.56/16 FL13904.6 ESR-2618 PAU44 FL17239.13 ESR-3449 HDU2-SDS2.5 FL10441.4 ESR-2330 PAU66 FL17239.13 ESR-3449 GLTV3.516 FL10867.8 ESR-2615 PHD2A FL17219.3 ER-02DO FGTR FL11473.2 SIM200802 PHXU3516 FL17241.20 ESR-3444 CS16 FL10852.1 ESR-2105 RFUS FL6223.5 Evaluation Report H1 FL10456.5 ESR-2613 RS150 FL17244.27 ESR-3455 H10 FL10456.6 ESR-2613 RT15 FL17236.3 ESR-3448 H10-2 FL10456.7 ESR-2813 RT16-2 FL17236.2 ESR-3448 H10A FL10456.6 ESR-2613 RT16A FL17236.2 ESR-3448 H3 FL10456.13 ESR-2613 RT3A FL17236.3 ESR-3448 H4 FL10456.14 ESR-2613 RT4 FL17236.3 ESR-3448 H5 FL10456.15 ESR-2613 RT5 FL17236.3 ESR-3448 H2.5 FL10456.11 ESR-2613 RT7 FL17236.3 ESR-3448 H2.5A FL10456.12 ESR-2613 RT7A FL17236.3 ESR-3448 H8 FL11470.3 SIM200803 RTSA F07236.3 ESR-3448 SP1 FL10456,41 ESR-2613 SPT22 FL17244.30 ESR-3455 SP2 FL10456.42 ESR-2613 SPT24 FL17244.31 ESR-3455 SP4 FL10456.43 ESR-2613 SPT4 FL17244.32 ESR-3455 SP6 FL10456.44 ESR-2613 SPT6 FL17244.32 ESR-3455 SP8 FL10456.45 ESR-2613 SPT8 FL17244.32 ESR-3455 SPH4 FL10456.46 ESR-2613 SPTH4 FL17244.32 ESR-3455 SPH6 FL10456.47 ESR-2613 SPTH6 FL17244.32 ESR-3455 SPH8 FL10456.48 ESR-2613 SPTH8 FL17244.32 ESR-3455 U24 FL10655.141 ESR-2549 SUH24 FL17232.13 ESR-3445 HHUS28-2 FL10655.3 ESR-2549 THD28 FL17232.16 ESR-3445 HHUS410 FL10655.4 ESR-2549 THD28.2 FL17232.16 ESR-3445 HGUS5.25/12 FL11468.11 SIM200804 THD410 FL17232.16 ESR-3445 HGUS414 FL11468.10 SIM200804 THD412 FL17232.16 ESR-3445 HDQB-SDS3 FL10441.1 ESR-2330 THD812 FL17232.16 ESR-3445 MSTAM24 FL11473.19 SIM200802 THOH414 FL17232.17 ESR-3445 MSTAM36 FL11473.19 SIM200802 UGTS3F FL2033.1 Evaluation Report MSTCM40 FL11473.19 SIM200802 UPHD8 FL17219.5 ER-0200 HHETA20 FL11473.9 SIM200802 - - - LGT3-SDS2.5 FL11470.7 SIM200803 - - - LGUM26-2 FL11473.12 SIM200802 PRODUCT APPROVAL SPECIFICATION SHEET (2018) January 9, 2019 As required by Florida Statute 553.842 and Florida Administrative Code 96.72, 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) FL20461A +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.6 +67.0/-67.0 Pat ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.9 +67.01-67.0 psf ThermeTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.14 +67.01-87.0 psf ThermaTru Classic -Craft and Benchmark FL15225.1 +67.0/-67.0 psf ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 psf ThermaTru FiberClassic, Smoothstar, ClassicCraft, Rustic FL7640.1 +67.0/-67.0 psf B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf PGT Series 5570 FL251. 10 C. SECTIONAL Clopay Building Products Residential WndCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psf Clopay Building Products Residential WndCode Doors W5 (16X7) FL15279.53 +30.01-30.0 psf Clopay Building Products Residential WindCode Doors W6 (8X7) FL15279.85 +38.0/-42.0 psf Clopay Building Products Residential WndCode Doors W6 (16X7) FL15279.102 +37.0/41.0 psf D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 2. WNDOWS 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 Wndows and Doors Series 188 FL15351.1 +40.01-50.0 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 NIA PGT Series 5500 FL261.1 NIA E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192+2 N/A B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 8. UNDERLAYMENTS Tamko 151b Felt Underlaymem FL12328.6 NIA C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A Florida Metal Products, Inc Vent RV10 FL21580.3 N/A Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A F. METAL ROOF Gulf Coast Supply & Manufacturing, LLC 0.032" Aluminum GulfLok 16" wide roof panel FL11651.2 R3 N/A 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE }e L _ a L U N N Q C .� CIO V -0 - �- � (D CD -0 0 cu �L Cn 1✓ � 0 0_ m O Li- O . � -� 1L O w O f,_ Q I- .0 '_40^ U) Z Z W J (W�� V/I MM W F_ L..L CIO z J z J 0- SHEET NO. PA 1.0 1 l u I' l Jim 1 11 li 11111 — r i I! Florida Department of Business & Professional Regulation Peg., of 8 Florida Department of Business & Professional Regulation Page 3 of a Building Codes and Standards L1 20,8 Building Codes and Standards 12117J201e Florida Ospabnent of Cosecs & Professional Regulation �a2o,e Florida Department of Business & Professional Regulation P.ge t a t Product Approval Application Detail Product Approval Application Detail Building Codes and Standards klklg Product Approwl Applcatlon Detail Building Cokes ad Standards Product A pproval Applcatlon Detail „$2o,e 1ra.9L Eodtxar Gdh Dot DatePendinn RAL S EMIN r Doe DAM D.t.Penann Dye Cif [W7i2iFH4 LM Version yygyreygrer fvgyagt Endareri Llaeme Validated By ya(g(yag iFlikM=d ERQA29MW "Boulad aaaM I= YlmI48 Submitted FBCA—al A9aL9Xed IbWI Revision 2017 Theme -Tau Corporation Category: EA fur Dow$ Rick Willa Lyndon F. Schmidt. P.E. Ryan J. King, P.E. (419) 298-1740 PE43409 (813) 767.6555 10/752017 0711212017 10MM017 12/122017 Approved R"lon 2017 The—Tm Corporation Category: EAerlor Doors Rick VMgm Lyndon F. Schmidt. P.E. Ryan J. K)ng, P.E. (419) 298.1740 PE-43409 (813) 767-65M 12J732017 12/13=17 12212017 02/132018 Approed sm has 1fID� M EfAlw or 2� R�Aibm Y&BOrd& go am Mild" sealed MdLbomu 21k MC Amend AlmmXd alma 220 Lmd Y� Mamladra army g SddW EmImaAYemd Yallimik 20 go Deb pending201 mild" I =Ameel Adtaod awe 5UbCateaory: SMnging Estenw Dow Assemblies Compliance Method: EvakiaMn Report from a rickw®Iwbldgtonsustams. cam Subcategory: SwInglnig Esterar Dow Assemblies Compliance Method: EVeluaton Report from a cam Revision Mir TMrma-Tau Corporation Creepy: Meador Doom Rick Wright National AccrewNlbn& Ryan J. King, P.E (419) 2961740 eeuuganart ktelbrte (813) 78741565 122MO17 0I21/2017 122]2017 Approved Revision 2017 TMrma-Tina, Corporation Ctlpory: EAWW 0owe Rik Wright Modmi AawedtOw& Ryan J. Kag, P.E. (419) 2WiM Maneyernerst eMlbeb (813) 76745M IWOM17 gW2112017 1Y122017 Approved Florida hues a •Licensed Fronde Florida RgW—d Architect w •Licensed Fronde � MACaeegeeY: Swhgft Ext.WOWAaaMBe ndoaOnt4MgmrMlaWta Pr�aiegllm � professional Engineer compliance lk*wW. Certification AYh w LIOV Caagaeaoe -' ' CorSkatim Mark or LYari9 oom 5AMPAet-aa Pmducb FL417801413 Produces Di—rance prp Aoved for Use A-,,dfa Use 1—t Deal- Quaty Asaunnn oorove Approved fw Use Adrer Uss Impact Deslon Aoa�Use AQO � like RWm Use Approved for mr Rlrgn p ! Se Product Model, Number or Product Deacdmlw i�� in HVHZ Oubide HVHZ Resistant Preeasre Seo a Prpdud Motlel. Number or Nana Product Description Compel Eapiralpn Dab In HVHZ Oublde HVKZ amj EmaoLfoloson Igo 9mbiubm anion FrWn Am& Mali EMOOLOModom gommLim 1 a. Therma-rm Fber-Classic and! Smooth -Ste Nominal 611019;8&qudNomimpad&gMw Ofs" 1YJ1/= Composts Edge Fib.rgess Single Dow onsvklplOut-irg: X e ) No Yes No WA 1 eat Therm&Tm Fhter-Clusc OW smoaft str Nominal 681039.8&qu0Non-1ff t&µrot: Opaque 12131=1 Composite Edge Fiberglass Slagle Dow pnalvngAuts": X consiguretom No Yes No WA 1 0.&gt.4CWtloCraltBquat NO 8gmkaerltlnrrk by TUMe-Tru6µrot 608 and&a ONgte rid Gland pBmvpWs Door vdM 12/312021 and wWoA SMe1bs. hwwklp and OuW*Wq No Yes No WA 8 a.&guakSnt Wd ftr&quat aid 8gwtBwdvnm* by TnamrTmt 84w 64 rtl&0 Opaplw and GWO Pgarylaee Door tMM 12131=1 rid wMW W SkMkm ffi ww' and Oubwkig No Yu No WA 6 f. Th...T. Flia—Clansf, and od d Impad oi; Ope" 126V= No Y. No NIA 6 f. TteemraTru Flrar-Classic Smooth Nominal WV39;0 &qudNoMmpwt&gM; Opaque 12/312021 No Yes No Composite Edge Flbergieas Slagle Dow nX , ; x coral aryl -Ste Composite Edge Fiberglass Single Dow (InaWWgWrivirg; X configuration) WA 9 I. Th—e-Tm Fber-Classic and Smooth-Sler Nominal 6ea39;8 &quotNon-lmp.ct quot Glued 12/312MO No Yes No WA Composts Edge Margins Single Dow pnsvnglc firnVg: X cwnpwaeon) 9 1. TnsmnsTru Flow -Classic and Smooth -Ste Nominal 6M39;8 Squol Van -I rgmct6yd; Glued 12131=1 No Yes No WA Composite Edge Fiberglass Sigh Dow Pnavrn awl X t ration 14 n. ThermtrTru Flbw-Classic mid Smooth -Star Nominal GM9:0 &qudt4an-Impsoftot; Glued 12/J1/= No Yes No WA Composts Edge Falergesa Siege Dow n : X trot on) ro n es M MA Composts Edge Fiberglass, XcurfiSlagle Dow (InsvinpA77dswirg; x eonlglrregon) Florida Deparbnsnt of Business & Professional Regulation Building Codes and Standards page 1 Of /elm a Florida Depardrtent of Business & Professional Regulation Building Coda and Standads Page / w 1 IMMIS Florida of Business & ping Codes and Standards Professional Pass of IMMIS Florida DepaMsnt Of Business 8 Professional Regulation Building Codes and Standards Pagelai IMMIS Product Approval Application Detail Product Approval Applcatlon Detail Product Approval Application Detail Product Approval Application DBtall 1Sati sob Loa version IIIaIIIdOYYIret snow[ fAalda sorlrcALlaama YdidadJat lire Rda YamgY/ &Wn d Rremmra &ae 962mratal Amend son 8a11i1h6! .Sal■ ism Yeam lam lmloca fAdfdr EmllsalLaedd Ydildrd@1t Dale no ma.Peom YaYOrd agaoMd IWDANno flee AMMO Lida FLM&2324W Dda ism Yanslon M■dWuret attiltat sdmdr ammmLLLNamt YdimYdJa gel Rae YaWdld ambmld ROLBod a Rita PBDAMMMA Amlaxd anon F1 Sdm ism )lasso Ilrodesaa 10■La[ SdoW andmaiLlomd YsiIdrYW®[ gat lei 2MLbomm Ydldaad likM 9GA■r.r&t Rae Amalod amen Revision 2017 MI Villimevs and Doom Masseur. F-alarlur Does &dC46 W SI*V Elearlpr OwAseembso Beeigno r We Robulo Lana seven M. Mein, PE (717) 305-33W PE412014 (7M 317-64M hslarlgalQnarrd.aen 0&M3W7 OeM12017 08MM0/7 1OMOPWI7 Approved RavWon 2017 MI VArclowa and Doom Caeaory: EAMM Doom McCaee&orY: Sedeg Ederbw r DoorAff0m Blurtsfew We Raaano Larose Steven M. UAkh, PE (717) 3l8.T300 PE-02514 (717) 3174454 bean gw*mW .00m 08MM017 01M 1/2017 09I152017 10MM017 Approved RavWM 2017 avdr4d and Doom Debaser. SL*Cabq:ExI$Vft Exi ■acre Stingr Luis Robrb lames Stevan M. uAldL PE nttetl.asn (717) 3869300 PE-02811 (7/7) 317 8481 bwieeiga� ORMSM17 08MM017 08116✓t017 10MMM7 Approved Revision 2017 ae VMndows and Doom leading Exterior Dow Assaf trDan BmmSYagr Luis Roberto Lams Steven M. UrI*PE (717) 3863900 PE4yN614 (717) 317.8/64 own WeMper@rrYwd. 081132017 08/112017 MI&M7 11OMM017 Approval Canplrw Mot Evaam m Report tom a W Coegarwe &bewa Evakssticn PAW tom a Ceslparw Method: Ewke dion Report atom Cewgaueee a ~ "effemtlon Report tan a Florida10a RegislNed W Anshill or a Licensed Fiestas PrsembrW Enpeuar Florida Regielaed Amhbd a a Licensed Florida Presrsbnel Ergkwr Fbrlds Raglabrad Architect or a Licensed Florida Prolswlarrsal Eniklwwr FwwmftobwBabCsbgay: Ardmed a a Probwlpnel P.npersr Prodsadia; �aYOtAeI■m film Assumed flu use, New 21ME Bali> m Laid Rolm lVImI gmdkAm mde AmtlereO totgm Amtm el AM Use, lama 219gn l3CBSSZ*itreagnl Anownd for Le Asa lie !soot 21" lag EM*N Rmddlm Intiti2 auk"@MvMz HrWlm Lreesm aura f Rdte Ise Dattlde,WilR HeWd Professes,ems Goh■Rmddgn Sem.aoamu2RLo a In NWIM Ctaam Yea Yet InNVZ Rally BMW" Prussians3 SERIES 4 00 ALUMaWM 8OD REINFORCED $ERIei3 42D ALUMINUM SO0 REINFORCED OXO 12/312MS 1454%k roOSS& Dt No Yw No WA 4 tiEPoEB 42D AWMK M SOD REBIFORCED SERIES 420 ALUMOM SOD F4E NFORCED OX. 12/31=11 XO, xx owuffit ffactuot No Yw No WA 1 SEMJ 420 ALla1MMe SOD SERIES 420 AUARNUM SOD OXO 12/312018 /48-34&guoOM&qud: NON4tE1NFORCED No Yes No WA 2 SERIES 420 ALUMINUM SOD SERIES 420ALUMINUM SOD OX. XO, XX 12/312M8 W&WoWO&quot MON.gpNFORCED No Yw No WA Florida DepaMxnt of Business & Professional Regulation BuildCodes and Standards Building page 1 of I b82o1a Florida Deperb7taM of Business & Pff not Regulation Building Codes and Standards page t or i /atone Florida Deperbysidirt of Business & Professional Regisdabon Building Coda and Standards �aao,a lorl Florida Department of & I Regulation �ilaru�,e Product Approval Application Detail Product Approval Application Detail Product Approval Appileation Detail Product Approval Application Detail RASIT54M Slid& hat YIWgn Mmm6em Aml.a Sdm EmooKALme )idudittmt gas Ras Ydddd aramad ➢IMPOndim Dal EKIAMMd Aceomred M" Finarism Ddt Loa Yaolm Maggtmo0 Ed.tst sa&taa sodmaAilem YNdWldit 20 gas pole .0a iidrd slamM E12AMout 20 ARRMW atde 9alatS24M Soda Irma Yadm MaoimQ anYlta gtmr EddYtmtiLloma Ydlddum Dli Rdl )Wldsad .Wow Ddim.■ no akaAoomw Mamma alma BANIM Ddm Pam YaWm Mmdlaoc schwa smog CmlmLLUm Yo0aday gal a* Rwemma Ydow weadd FINDAmemnl Riot Ammm alma Revision 2017 Cbm Hsiang Pmpaaa CMpwy Caasgay: Elea 1 Doom Mark MboM W btwlsk Tos&V Sallow NA, Wry P&Ntdw (513) 770-MV lip. (513) 5194 0M I MQ 17 OBM02017 12MSW17 Approved RV Won 2017 Clepay, BuMeg Ro&.ds Company Csbgry: Exterior Doom &ark Westerfield Imarbk Teeag CWA M NA, Gary Matter (513) 770-M new. (513) 5194&BB 1 MM117 06"IM017 12111152017 Approved Revision 2D17 MI Vdedaw and Doan Category: Eidniw Doom Seam smhw Luis RdmM Lew Seven M. LW1* PE (717) 386. M PE42614 (717) 317445{ 01111132M7 0WI IM017 00/15=17 1001021117 Approved RwWon 2017 POT kKkom s Dean Rush MWnMeft 8000 - CER MWN•Dau BCDO • VAL 1)1W (788)316-2590 I2202M7 11*112017 12asal7 Approved SulaCabgvy: BattlefrontEwarlor Door Ma& awrw massissfivideclosseym .n &WCaYSeesawed eeW Seesed exWinr Door A.WMM epm Wt SCAbpry: Sift Exieft O—Aaerrblse bWMMptomed.oan Bub0eeeemy. 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GM' OD68V, GR68, GR68V, ARSE, AR&BV, 8V O083V, GRIM, GR0, AR53, ARSSV, ED66, EDSSV 5 SERIES 420 ALUMMUM SOD REINFORCED SERIES 420 AUJFMLIM $00 REINFORCED M12M12M8 No Yw No WA ED&8, ED68V 143&*WOSUg.wt Florida Department of Business & Professional Regulation Pag31 oft Florida of Business & Professional Regulation DepaMtatt Building Codes and Standards Pea I w 1 m a Building Codes and Standards Product Approval Application Detail 12/1202018 Florida of Business & Professional R Regulation Building Coda and Standards I'apa,.1 IMMIS Florida Department Of Blslniae & Professional Regulation Building Codes and Standads P.g., w, Inwie Product Approval AppNuNon Detail Product Approval Application Detail Product Approval Application Detail S•raJle Entityor 2A1 j� en Data Pdlno Ryes, !S RM1a>n.M ]jme )(-1- Mrwfidurer Siemly Enalma 611nme WIdM.d By Yyyiygg .§ubmWtd FBCApproval AgggXgd d3aan 20h I= YdWan sYoda■lK EOVt gL Gmm Emt(IdRaL.me YdWmaac am Ydlddad amrelYd adamoe Rea ffisAm[aol Ammld Lea RMskm 2017 MI WkxW,s and Dow. c t.gwy:VMedow. 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