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HomeMy WebLinkAbout39531 Dawson Chase DrI I I ILL _ I:A I III I —L I 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 SIN STRUCTURAL NOTES ABBREVIATIONS SN1 DETAILS S3 DETAILS AB or A.B. Anchor Bolt FIN FLR or FF or Fin. Fir. Finished Floor PWDR or Pwd. Powder Room S4 DETAILS ABV or Abv. Above FIX or FXD Fixed RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR or Fir. Floor RAG or Rag. Return Air Grill ADJ orADJ. Adjustable FLR SYS or Fir Sys Floor System RAD or Rad. Radius S5 DETAILS SS RETROFIT DETAILS AFF or A.F.F. Above Finished Floor FOM or F.O.M. Face Of Masonry REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FP or F.P. Fireplace RECEPT Receptacle ALTorALT. Alternate FIR OR French Door REF or Ref. Refrigerator D1 SECTIONS & DETAILS BC Base Cabinet FRT Front REINF Reinforcing WP WATERPROOFING DETAILS BF Bifold Door FT or Ft. Foot/ Feet READ or Req'd. Required PA1.0 PRODUCT APPROVAL NUMBERS BK SH or Bk Sh BookShelf FTG or Ftg. Footing RM or Rm. Room — BILK or BILK. Block GALV or Galy. Galvanized RIND or Rnd. Round -- - - —� - �rT—TT PA1.1 PRODUCT APPROVAL NUMBERS BLW orBLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening _ 1 _ PA1.2 PRODUCT APPROVAL NUMBERS BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter IRS or R/S or R&S Rod and Shell _— -- — -`- - BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector PA1.3 PRODUCT APPROVAL NUMBERS BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SO FT or SF or S.F. Square Foot (feet) BRG or BRG. Bearing HB Hose Bibb SGD Sliding Glass Door C Carpet HDR or Hdr. Header SH or Sh. Shelves CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower r ---- --= - - ,-- CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SHT Sheet-- CJ or C/J Control Joint HORIZ Horizontal SL or S.L. Side Lights CLG or Cig. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir = --- CMU Concrete Masonry Unit ILO In Lieu Of SPECS or SPECS. Specifications —�-- - -�� COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SO or Sq. Square COL or Col. Column COMM or Comm. Community COMP or Comp. Compressor INT or Int. Interior KS or K.S.KNVaII Knee Sp KS or K.. Knee Space STO SW o S.W. SYP or S.Y.P. Storage Shear Wail Southern Yellow Pine � ❑ ■ ❑ 117::17E]1:1 CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar Continuous CT LAV or L TEMP or Temp. Tempered or C.T.Cont. CT or . Ceramic Tile L.F.Lavatory LF or . Linear Ft. THIKN or Thik'n. Thicken a E:1 ElFL]D F]E] D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double M GT Management (room) TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish DEC or Dec. Decorative MAS or Mas. Masonry MAX or Max Maximum TP TR Toilet Paper Holder Towel Ring ❑ LEJ❑ 1E11L�lE:11❑ PE:1 DIED or Ded. Dedicated (outlet) MC Medicine Cabinet TRANS WOW or Trans. Transom Window o, CIA or Dia. Diameter MFR or Mfr. Manufacturer TYP or Typ. Typical 3 DISP or Disp. Disposal MW or MICRO or Micro. Microwave UC or u.c. Under Counter DIST or Dist. Distance MIN or Min Minimum UCL Under Cabinet Lighting r DMF Decorative Masonry Finish MIR or Mir. Mirror UNO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MIL or M.L. Microlam V or v. Valve (shower or tub/shower) = DTL Detail MONO or Mono Monolithic VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR Vent through Roof EA or Ea. Each OPT or Opt. Optional W or w Washer EW or E.W. Each Way PC Pull Chain W/ or w/ With h ELEC or Elec. Electrical PIED or Ped. Pedestal WC or WIC or W.C. Water Closet (toilet) EILEV or Elev. Elevation PH Phone WA or W.A. Wedge Anchor '2 EQ Equal PKT or Pkt. Pocket (Door) WD or Wd Wood r EXT or Ext. Exterior PL or P.L. Parallam WDW HDR or WOW. HDR. Window Header EXP or Exp. Expansion PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLT HT or Pit. Ht. Plate Height WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLNT SHLF or Pit. Sh. Plant Shelf WM or W.M. Wall Mounted (plumbing fixture) FXD GL Fixed Glass PSF Pounds per square foot WP Water Proof(ing) z FG Fiberglass (Shower Pan) PT or P.T. Pressure Treated WS Water Softener v FIN Finished PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) o S N REVISIONS J 08-20-15 1.0 NEW BASE PLAN I 00 12-8-15 2.0 ADDED VAULT. CLG. N 12-28-17 3.0 2017 FBC UPDATES o MEAN ROOF 15 FT. HIGH TYPICAL 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. FOR SINGLE STORY HOMES Q 0O MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES 0 THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE o CURRENT CODE IS VALID J CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR �fvMt COMPLETE CODE INFORMATION. 2 Notice to Builder & All Subcontractors 15 I n/y.+ It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed i ALL WORK SHALL ',OMFLY WITH PREVAILING 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 CODES NATIONaI_ Ei„i~C;TPi:_ ,`;UDF, the commencement of any work. The Designer/Engineer are not AND THE OTY (), ZLPHYRHILLS responsible for any plan errors, omissions,or misinterpretations aO011111JIMANCES undetected and not reported to the Designer / Engineer prior to N oinformation construction. All construction MUST be in accordance to the found in these documents. Any questions regarding the information found in these plans should be directed to our IiEVf E14/ EC' =�A� 6 Q'® Office at (407) 880-2333 immediately. No backcharges will be for CITY OF d, considered reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. E2 E2 Payments will be made in accordance to the terms of the ,, :)LAN J 3 1=,�r� agreement. CD V Z o'> — o z�z Q z L/711 CD 0 a) u, w •U — Ow o o (� U U-i 0 mrl- 0M y� ~_ p� C . M wa:co U � 76 W CO o Q rn Lo rn Q d MD. 10 N .D pp� _ ('n O v�i N 0 1W-$M H�z Z LUdi Nam. a w 0. zcc _ „ Acc f0 •��' urt`` N Q F•. � WWW(.BDSEN(i.Cb� J iJ ' Z t<-f, bo r 31 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com SZ Wo u�gac� �ZZa0 w w °D ^ w W U 0 L L Q WT Zo y U J Y LU F GC -cu V 0 o Z Z U j W 9 U = . ,U . Q� Ln O CN VO g�Z� 8002 Z Ce LU �...i LU Q tJJ Z < ; ¢ Z U L Ln M z ZS M W —! Q' z W Z ¢ W ,—t a V) o SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAM ES VERSION NO. 4mO SHEET NO. CS - -1- Wl L0 00 a rn it N 0 a 00 I.- r. 00 N 0 Y G7 A D S3 S3 H.B.T o0 I o 5-SH T 0 6" DP - - - - - R&S ____ BUILDERTO N PROVIDE 1---_------_ Lam' W.H. APPLIANCE I I I I I I OWNER'S SUITE -- TB ---- m Cr PATH- a W.I.C. O PROTECTION WHEN REQUIRED 2'-6" PERFBC I I I I I I 5i ■ 8 -0' CLG. 60 S'=fiCL - - - 8'-0" CLG. Ala CARPET E rn r -�- CARPET - 2 CAR GARAGE O� U)W 0-0 I00 17'-08$I _30 T-8" 8'-0" CLG. 20'-0g" III I II 78 . JI 1. "w 3_ -5- O"- 2668 lY O I I _2868 pHANSON II II II - o BOX @ 36" EDGE OF SLAB 2" p I o = ---- � -� A.F.F. I BEYOND WALL v 1 O=K I I Fo zn 60"x36" - - `* DRYER VENT S3 I w I I N SHOWERI. HRU ROOF--, I > I I CO00 4 2x4 #2 SYP STUDS FIBERG - ,- SS - - I I x I I W/ USP HTT4 @ BASE RROU D TP 11 1 1 I I I TYP @ 1 STORY A 514,1 4 _0 - OPT. D I I S3 I IIXI NOTE: FINISHED -> - _. �t �j Ili a ¢ WALLS TO BE I I I AHU AVIY.i n.._ ` J I FLUSH. VERIFY IN HI io _ 8'-0" CLG. - I FIELD. I I --TILE, -L2868 ( ----- ---- (4) 2x4 #2 SYP CCo0 D STUDS W/ USP S3 S3' HTT4 @ BASE _ � � FAMILY RMR.A.G.�.-.-----�-_: - o O ^ 2:12 VAULTED CLG. _ I 9'-4" CLG. CARPET u� O;-I 1_ rl 9 4 CL 3068 ► O j ENTRY � - o ur, io .- I 23'-0g" in T-10" T-8" „ _ -, 10'-108 u7 - -- TILE ; _ 6,1 8'4" CLG.10 `t AT T-4" - - - - -------R&S------ M -HDR 2668 -01 i� 2668 f - - - - - R&S ---- 7"' 4'-0" 1 V-7$" `~ 4'-8'-8" C14 4'-76'-10" 5' 4 "� 14'-6" 5'-4" ' N T-6" N - Lo 5068 B.F. 4068 B.F. OPT. -- ------ '- o I q --�- - RED BEDROOM M 2 N W.'I`�1 '- CAFE C-----_- F - - -� -r - -- CARPET BEDROOM 3 T �' P_ BEDROOM 4 / 8'-o"CLG. N = I o o DWI I - I 8 -0 CLG. BA�.i" '� I 8 0 CLG. =� (nw Am O o T 00 LO CARPET O 00 / I _ c�i>U'L-2T-� a 3 SINK -' CARPET I $ 0 CLG. � I TILE' r� ~ CARPET C'3 w `t T m I- - I '' c 0 201 3.1 2'-2" 2'-?" 10'-4" 10'-4211 2 I 51 II j 11'-011 / a VAULT. CLG--- - T- w 100 P 2" I oo ■ / I oo - TILE - PANTRY n = 00 I B - TYP @ 1 -; - RANGE_ ---r N - ; 8'-Q" =w i STORY - FLATCL� A M I FIBERGLASS "o I S3 CPAD ----- --- O F 16" DEEP I SURROUND N H.B+ EGRESS EGRESS O A S3 O 15-10" 19'-6" HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) -1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18}X25 S.H. 13 20X38 18 X37 S.H. 14 20 X 50 18 4 X 50 S.H. 15 20 X 63 18 } X 62 } S.H. 16 20X72 18JX71} S.H. 1 H2 27 1/4 X 26 26 X 25 } S.H. 11-13 271/4X38j 26x371 S.H. 1 H4 27 J X 501 26 x 50 S.H. 11­15 274 X 63 26 X 62 1/2 S.H. 11-16 27JX72 26X711/2 S.H. 22 37 j X 26 36 J X 25 1/2 S.H. 23 37 J X 38 j 36 j X 37 3/4 S.H. 24 37 j X 50 j 36 J X 50 S.H. 25 37 j X 63 36 J X 62 1/2 S.H. 26 37jX72 36}X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 WIDE S.H. 32 54 X 26 52 X 25 S.H. 33 54 X 381j 52 4 X 37 j S.H. 34 54 X 501 52 J X 50 S.H. 35 54 X 63 52 } X 62 j S.H. 36 54 X 72 52 X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. FIRST FLOOR PLAN - Al SCALE: %4'=1'-0" i�l�M I1 �/.t wtl�+ilf. 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. Is Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" OA +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 OD +28.3 / -36.4 OE +26.6 / -28.0 OF +26.6 / -32.2 O SEE SN SHEET O SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +34.0 WALL LEGEND �1♦11111�1111111�MASONRY HGT. . , TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "A1" 1ST FLOOR LIVING AREA 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 EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED U 2 z M - o z c`°y z J V) ID Q) C 4_j W 0 W Of o U or- m N W N rM '� M _ O o c U ¢ oT -" o �o Lr) v A ¢ o SIX a I = Jf 10 N O � V10i N z U) Z LU = fi' z H . LU�(�;9 LLI V > ._ Z j1tt#1411144 q LLM 4. 7.' 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 0 �o of Uz00 �Wz z Lu o cc j W N L @L z� >� a I` 0�3 fZ Q) rl LPL C!) W U = > �wuRO r Y P u� f °' E 0 Qom r �� J Q ~�gcW u- Lr)aW <�� z titd 2:Q a W F-O Lf') Q z z a!` z ZS m 00 z g = oT__q 12 Ul) o SCALE : AS NOTED DATE : 10/4/2018 TECH: JMUROSKI VERSION No' 4n0 SHEET NO. 1.0 z 4 00 N a (D 0 0 M 00 N N 0 W 0 r 00 �IN r MIRROR 0 ih OWNER'S BATH 0 0 DW---- i i KITCHEN ISLAND a OWNER'S BATH KITCHEN 0 00 KITCHEN MIRROR BATH 2 A. 0 N INTERIOR ELEVATIONS � v M Z Z z Q t� z t /) C9 4D �, 4--+ W f� o �V — pW c O �V) U o0 m N W N M C� m M C N C) -C"00 � Q rn ns Ln S� rn Q 6 B D. N .D v op Z W MN02 fi Z AI `` M LY � � rnLL a W V a o g Z 0 �.WWW.F '•G• OM•• 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 Tampa, FL 33607 www.LennarTampa.com Z °w` o waQ�Cr zoo �p_zz /� C / V O Z _J �df00 yg W O O ^ U QLL, goZ a1 f C 43 X Q) W za = }. U T� z O QYF' N OTCo"z � u J O N ffo� *t � z z W ¢ono Z�o�- Z W Lr) W Z Z Q LL $aF m8 ro m Z ° 06 g LU z T--q Ln o SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAMES VERSION NO- 4mO SHEET NO. 2.0 I I I _ 111 112 _1 _ Ps J I I III 1 L_ ll I ­_1 1 1 .•. I S J EI E x 00 N N a W M M 12 5� HEEL T.O.M. HDR HGT. - TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) F. FL. 12 7�5 - m - 3 TAB SHINGLES. ROOF T - - - INSTALLED AS PER MANUF. SPECIFICATIONS 10" --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- -- I -1r ___ --- E] -T Elm D IE 1771 D ED u[711 M E 7E] r�] [E71 D D f=_=_A[7] IE7 D 1 14'-0" RIDGE VENT 12 �5 15'-0" RIDGE VENT FRONT ELEVATION - Al 12 3 TAB SHINGLES ROOF INSTALLED AS PER MANUF -- - h -- - -- — - - - - SPECIFICATIONS i ------------------------------------------------------------- HDR HGT. ------------------------ 6" FASCIA (TYP) ol 2 0 TEXTURED _ CEMENTICIOUS °Q FINISH ON C.M.U. Z0 (TYP.) - - _ F.FL. N SCALE: 1 /4"=V-0" LEFT ELEVATION - Al SCALE: 1/4"=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. —CALCULATIONS BASED ON THE FOLLOWNG VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. C9 t" z� —o z�z Q a U, z V) CD Cl 4> u, i--J 1 U �U — Ow Ci W E o r- m N y c+lf6 QL1 MM OL 000 C 0 ¢rn cd co a o �S.� rn Q d N $ z r.;; Z Z�„M`4 U) �"� c w �LL�s w W N w b Z ua ¢a� C) a Q W VC)9 ca 0 LL us •• WWW.FDS G.Ccm j` Z t, C;D C� 2 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 stnxtural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com O z Q f � U) z W a X U z 0 O ZWf wZ � OLL�I�,��FO U04 i Q/•� J go w z z fz W d- U) p W O U = z Q w Roo Ln J O �O�a N <`� Z $ozo Z LU `""I L n LLJ a 2 � z 8 J T -1 1J.1 Q X Z a t- �2 u ttg M a m 0 06 J = a Lu SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAMES VERSION NO. 4vO SHEET NO. 3.1 I LI I II I I I'I I I I' I I 11 IL - I I1 1 —A 1_ 11 111 ! 1111111 11 11 1_ 111 "1 "". 0. A Q co 00 N I N O T-0_M.off - c a 12 5� EXTENDED OVERHANG TO BE CENTERED - ON DOOR 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS ----------------- TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) 14'-0" RIDGE VENT 12 15'-0" RIDGE VENT 5 12 3 TAB SHINGLES. ROOF INSTALLED AS PER -� MANUF. SPECIFICATIONS �`� 1 � -- T — -� — - N. REAR ELEVATION — Al SCALE: ,,a"_,.o" ---- 1 _ T.O.M.- ------------- HDR HGT. - 4_4 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - TEXTURED TEXTURED CEMENTICIOUS CEMENTICIOUS FINISH ON C.M.U. FINISH ON C.M.U. 2'-0" (TYP.) (TYP.) F.FL. - �I RIGHT ELEVATION — Al MI SCALE: 1 /4"=V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWNG VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SO. FT. CD V zCD o zCD z Q aC3 (2) W C w •U Ow r- I- �� C)o t- w s Pam. — 8 0) Cl) coyAr, cc a cMn Yild a S yi r7NS - 0 o �' CILL 00 U Q cn LO ci Q d B D. NT *I r !-'2 O v h N ♦/ N C� c�i rn � 00 5Z O N o � I� Z Lu ��jN�Z _J z L" LU a d; 6 .g m c o a W V' L LLIy Is CO m LZ •� , NWw.F• s 06 J Jl �G o' J f>ROFESS\O����, 0` To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 10 CCnLu za of zw gF a s r _O �z00 w K < Q �Uzz 0 Z a g w O O�ceo L __J W Z � C �/ �3 -0 Q z 0 z �f U 2 J T Q Q .9 �00o F-YP F o Q J LJJ £ S LIJ 0¢ z<�a fV LU z ,--I o _LJ Ln 5' Q LLJ ¢ Z a z $, l- �g ui cy) z tu— z m O 06 Z J Q Z o f ,--I a U0 s SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAMES VERSION NO. 4nO SHEET NO. 3.2 2" 1" 2" *NOTE: VARIES 1'-10" 12" CAP s T CAP iv 04 FOAM TO BE USED 1" RADIUS ONLY WHEN REQUIRED BY ^ _ 3 1/2" RADIUS 1/2" RADIUS iv co COMMUNITY SPECS. IF NOT, I DETAIL TO BE 1" 2" OPENING VARIES 2" � DETAIL � iv RADIUS 4 1'-54" " BUILT W/ STUCCO. 1/2" RADIUS N. EDGE OFa 1" 4" VARIES SIN 1-0' �• OPENING VARIES 1r-4" 0 M _ 22r VARI ES 12" VARIES 1 r�rr (V -IN 1 1/2" RADIUS T 4" 1" 3a 4° 4 4z„ N 2" - 2 1/2" RADIUS ;n f *)43" - rxa MIV � - 7I MVARIES3" i1 BASE (D 2" 2' BASE 3irr4a A" I 1" *NOTE: VARIES 8" 2" 3„ FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 1" OPENING VARIES 2 �'N 1" 1'-4' 1" DETAIL TO BE 2 2 BUILT W/ STUCCO. 24" EDGE OF OPENING 1-41 • 0 r 1-1/2" THICK 1-1/2" THICK 4" 10" N ^M 24" 10" _ (V c la s L IN 4" 1rr 2 N 6" 2rr iv 2" w Q U w Q ^ri 3 1-1/2" THICK 32r c a> 21rr 4 �M v v LO I 2r-4" 521„ 1 5 52 o T 7„ 4' 54" 00 1 r 4rr 3" N I 12 VARIES VARIES j trrLJ 2 w 22r Q > M VARIES VARIES y c 4" 8" 1 rr 2 1 3- I 1 Q� • T C14OPTIONAL o - r_ _ N N 00 CD �a �� �ry L All,cn 6" 4" CV CV KEYSTONE F11 b °° i KEYSTONE F11 OPTIONAL M R6 Z R4' 4 ' 3rr 3rr 3 4 ' 4" GARAGE DR. OPENING 4" 4" WINDOW OPENING 4" 4" ` M 2 NO INSTALL OVER STONE TYP. c a VARI • • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH , • • • • FOAM/ EPS MATERIAL IS 6, ACCEPTED o 3 NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH 14 1'-64" 14" 12" 1'-4" • FOAM/ EPS MATERIAL IS ACCEPTED 54rr 1,_12" 5-4"'� N T-8" 4" 3'-0" 4" irr I I E 1 rr 101r 1 r4" 101r co 2 f2" tD W _ � f N CO 1• 0 c J <V o iv E2 U oEmi _ oN U o OPo • EMT 1" R0 -• T 11" N 2 v GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM w • POLYCOAT (HARD COAT) 6 ACRYLIC SAND FINISH C9 � z C) — o zQo Q d E3 z 0 t^^/)CD W •O Lrr C O U .9 0 rl- LU — S N M M ' _ NAM O _O N o U a" C Q rn N "- ") $.7;r- rn Q o B Do '�`= " o =J1 N �O V� N Z °L a .� W y� a LU V L Z Z a -- a 4D h e x 0�S m m Z Q 2LL Nair o W o (D O Li ❑ WWW.FDSENG.COM 0 N O 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com OZ Cr Lu a z E� w¢aa[IL zoo ZZ J awO�r° o LLF N L LU Z z Lu O } u 2 z z O U = J UJ Lu o of o 1Ij 0 f.� O W ���$ z N zaz �a ppaw r Z N. w0 Z W ri Ln � & 22 J r1 LLJ u g¢F Z aV)o z tj z I m Z g W o Jz ` Lu o L SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAM ES VERSION NO. 4w0 SHEET NO. F1 v x LO CV S N -.: KI ig 00 E x d LZ 00 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 200A INDOOR PANEL NEMA 1 20o AMP 14 copper to tights & outlets 12 copper to 20 amp ckts 10.2 copper to WH 10-3 copper to Dryer MAIN "L O2/0 or 4/0 SER Alu 200 amp 150 amp Disconnect POWER CO. FEED INTERSYSTEM Bare Cu Ground L#4GROUNDING BONDING WIRE TERMINATION PER WITH CODE APPROVED NEC 14, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' 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 W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH & . FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN Iry EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) p9 PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) K TELEPHONE (OPTIONAL) ® TELEVISION (OPTIONAL) © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH tQls SPEAKER (OPTIONAL) G J ROUGH -IN FOR OPT. CEILING FAN �_X - IL� CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT WP H.B. GFI DISC. L./CVIli/1I CLJ r-`CtrGr— t FOR MICROWAVE RANGE HOOD PER SPECS RECEPT. FOR ALARM SYSTEM VERIFY METER LOCATION WITH or [it MCT3 ENTRY MAIN FLOOR ELECTRICAL PLAN SCALE: %4'=1'-0" Z o Z `O Z Q (D Z Lnn' (D 4--J W �o �V — 0 W To o i� cC3 ~ U � ° m N W E pN� M mm 12 C r.. _ N O o 0 -- LJ co O Q to rn 0. O u-) S. :S 9 ¢ Ci D® �� =Jl 4rB Ic N �O Z z �. ~ �i' �r,.s w w W V¢ Za Z O -emu LLZ Q -_ LU N t 04 ❑ o o W W W.FDSENG.00M 00 0 N N O 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oZ 0 W� Zaa a F ¢ir[r wUEOO Q ooU0 �Z d. �EoZZ a J Co Q w oW�b n U "moo L Q ZZ O > /1 L.V Qv f z W J �3 N LU o d' °C J U = 0 LL APO — A L R %0c a. (V _ Q a ZZQ G aaT Z go,P Z ,—I & OW � awu J rl tL Q Q Z F Y a �Qz In Z allo l0 Z = Vo a 0 oo g rn ,--1 a cn o SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAM ES VERSION NO. 4mO SHEET NO. 4.0 1 11 1 1 _ I 1 I'. _ r.. LO 00 N \ N 0 W ATTIC VENTILATION CALCULATIONS - Al ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN, of b Upper Y PP SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation Elev (See ) required needed required soffit by upper needed ventilators Main .19.00000 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. 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 11150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. **CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SO. FT. U � Z ch 0 Z Q0 z Q t/I (D Q> C 4­0 W *u OW La a U o� C0 N E W — 8 N M CO Y a _ OL oN o C)5LL o Q rnQ o N �O tCC`"ii) � yt 00 o o N Z E_' z° ED Q� LL�.�� EWN „� •� - �.. 1Yw1�' DSEII(Ci_ 0M To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LEN NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com �o is of f� a a X W U Z U C)U 00w, �g�U 0. QO 0 W W ugz L Z � �3 J '� W O = a- L JL_ . c, 0 Ire F r1 � V • C) J 0 O g Cj C.7 u z a Oa N A = Z� Lu W Hopi? Z r-1 $ F, it J 7-4 w 2: Z <LuCc z 8g wwz � Z -C8 �� 0 oo Z g = �W ,-_I a cn o SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAMES VERSION N0. 4n0 SHEET NO. 5.0 11 11'_II 1 p ii 1 1 1 v I i II 1 _]I I I I I III III lul I I [ 'I ^1 I I 11FIM_11111 fill 1!111 1111,1 i� i - I ! I I I__ I I _III L_ 4 d �I00 L� Li00 5'- 6,48.- 6'-0" TYP @ 1 STORY U.N.O. A S3 55'-10" 6'-0" 65'-0" 5' H.B.+ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ r---------+— --- =: ° -- ° -- -------T: — -- BUILDER TO +--- ------, oo ; I : ; 4'-0" 12'-1" PROVIDE APPLIANCE (T #5 REBAR I O PROTECTION WHEN REQUIR D VERTICALS in FILLED CELL PER FBC 35'-4" 20•-6" 3-1/2" MIN 3000 PSI CONC.�, 00 I SLAB FOR HERNANDO M K N J COUNTY ONLY S3 S3 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 MIL VISQUEEN 2'-74 4'-9" 4'-10" VAPOR BARRIER ■' —CJ :: GJ —CJ 9 IT II 5 -3 1'-10" T-6 7 I O I N M 0o M I G I 2'-6"x2'-6"X1'-0" FTG I W/ (3) #5 E.W. I _ _ _ P� T. D -3 1/2" I 3'-5" I SLR I 7'-1" (2) #5 REBAR ■ I =� I ' ' ' ' 2'-6" x 2'-6" x AHU "' I I VERTICALS w/ in W/ (3) #5'S E.W. TYP @ 1 STORY U.N.O. A ici..... ; ( K S3 CC S3 FILLED CEA o0 S3 • .� ... ..: :....... .. ..........4 0o ..... .. 25'-1012g .. . ...... .. .......... 9'-`�I28 — ■002'-6"x2'-6"X1'-O" FTG INDICATES FILLED CELL w/ 3000 PSI I CONC. GROUT FROM FT. TO BEAM W/ (1) #5 REBAR VERT ABOVE SLAB ' I W/ (3) #5 E.W. PROVIDE %2' x 9" '" RECESS FOR FRT. OOR SLOPE I L S3 - o in HVAC CHASE 4'-O" 4'-4„ 4 6., Z�l TYP @ ALL PLACES SHOWN TOP OF CONC./ PAVER T BE 4" A. HOOKED FTG. DOWELS 5" EMBED BASED ON 0 -0 BELOW FIN. FLR. ■ ■ ■ W/ 25" EXT. ABOVE SLAB "GRADE 40 I �' LOCATION I ..::::::::::::::::::::::::::::::::: ' ' STEEL" ��' ::::::::::: ::: ::::: :::::::...: .... _ .......� .......... . 16'-10" -----,----- 12,:10.. c 4'-0" o STEPS AS ; PROVIDE 1 Y2" RECESS i i I .... .. I 1 ; 10-104" REQUIRED PER FIELD FOR SGD. REFER TO MASON'S SLOPE FOR KITCHEN ISLAND LOW WALLS OPT. ' CONDITIONS ■ • WIDTH C-�--rt--—l}— - - - - - ; ; REF. � �Jicj: CJ �1 ' ■ �� - - —.ci ; i - - TO ISLAND - - - - - - - rt--I- - - - - ° I1 - - - TYP 1 I IF I I i I I CHASE I I D.W. 100 .. b ; ,� I i ... I} t I STORY U.N.O. N A o o S3 i I I I op '' I i� LL :: :: Ili M LO S3 10 10 I I =_—�— -- I SINK N1 DISP I I I 31 /2" Cd 4, r 4 r L — -- __. __-__ ■ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .: E. « ■ . . �. .: « .. ■ . ■AL TYP @ 1 STORY U.N.O. A S3 5'-0" I. V-10" T-10" ), 6'-0" 6'-0" L T-10" L 2'-104" L 5'-11 a"L 5'-0" L 5' 4" FOUNDATION PLAN SCALE: %4'=1'-0" 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 w z a CONTROL JOINT DETAIL SCALE: 3/4" = V-0" .• • • •.- #5 CONTINUOUS .�: �• ; . _• '•_ RE INF. SEE FND. FOR Q UANTITY #5 X 25" X 25" CORNER '• �• ' BA R ONE FOR EA. ' ' ' HO RIZ. REBAR, TYP. '� •� U. N.O. �. •,' ' • **Alternate: ' ; • The reinf. bars shall be ;� •';Y �'�;; :;: •';;; •'�;; cont. around corner by cold •; •; •: •; •; bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" U Z M — o Z cry Z CL- V) z N U � C w M p O w F- m N w $ d m c-0 M C N �� Co, U o ¢ rn �cxv obi ¢ o B D. ` :B o. =JJ N cn 'itit 00. Z W Ndz z° A .�.. ('7 = 09 W ,1,1 tt r�ryy�� 1 m12 ri/1,+'= �' ess ' N':FDSENG :) 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 w� z w¢Wx go�00 w¢Q 2z ZZZ W -j cc '�` zA O 8 � N W C g L V/ CL � Y U Q fz z Z O L w U,f U = � � O Z ogZ 0 o TL-n CD l;oo9: g<Q� (7 w <a Z Z •--1 J L!) rl W W Z Qww U gam Uj ug Cq- �O Z tj co O oo Z g = J z 1:8 f rn V-•1 a cn s SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAM ES VERSION NO. 4n0 SHEET NO. 6.0 1' 1 I I I it t_ i UPLIFT CONNECTION CROSS-REFERENCE 1012118 (2) A 2) A [1E1S3 U U CJ1 CJ1 , M y✓ U LO C� ,n M U U ��'� :: I CJ3 ;; ; CJ3 I CJ5 CJ5 EJ7 EJ7 ' A EJ7 EJ7 S3 EJ7 I EJ7 ; ; (2) X I EJ7 :. 1�1 ; 1 1 EJ7 tt:: 1 1 / 1 EJ7A 1 1 EJ7 A 1 1 1 .. ... S3 ' • -- D1 EPA ; EJ7 Irl ERA ; I... EJ7A ... .. ... .... . . . . . . . . . . . . . . . (2 EJ7A X I 3 v EJ7A rw .... .... ... .... .... .... .... .... . ... .. ... .. ... d c EJ7A v C7 u� Q g J7A • • . • • ' ' ' 7 NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS " co co :: 1. (2) 12d TOENAILS EACH SIDE OF FLOOR EJ71B TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. CJ5B CJ3A ; s .: 1`�AP .. .N � CV J A Q M (� M_ �_ m m Q U L11 tT t� Ln M CCyy CO 00 r •t r nl m LU • 'Q m U Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q 'Q Q m U U U U J ULO I `om c (2) G(2) (2) A A A 3 Q 00 N 0 a. E (D E 0 c c J y .S U O 0 U .o a / a 00 N N 0 ROOF FRAMING PLAN W SCALE: Y4"=1'-0" MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. 0 CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 -10d x 1 1/2" HTA20 1615 1585 10 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1615 1585 10 - 10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8 - 8d RT3 610 525 8 - 8d X 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1400 1400 10 - 10d X 1 1/2" F HHETA20 2235 10 - 10d x 1 1/2" G H10A 1340 1015 18 - 10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2"& 8-10d H HTT4 3610 3105 518"ANCH.118 10dx1-112 HTT4 2715 518"ANCH. 120 tOdx1-112 J HTT5 4350 3740 5/8" ANCH.1 26 10dx1-112" HTT5 3225 5l8" ANCH. l(28)10dx1-112 K H B * 13 5!8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5J8" DIA. BOLTS L 3785 518"ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD76 * 4 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N 1165/1070 ** 1005/915 ** 8 - 10d x 3" JUS26 1115/1060** — 8 - 10d P 1550/3335 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2570/4345 — 30d 16d x 3-1/2" R MTS12 1000 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 1000 860 14 - 10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 1000 860 14 - 10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" U MGT/MUGT 3140 3140 22 - 10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2 1/4" TITENS LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4" x 3"WEDGE BOLTS X. HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-10d X 1 1/2" SP1 585 535 10 - 10d SPT22 685 8 - 10d SP2 1065 605 12 - 10d SPT24 1030 12 - 10d 645 555 12-10d X 1 1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE 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 3l12 &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 (e) te) (A) (+ t OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). (B INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3"GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 S0. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS q R� 1 OR CONT IEDGER� (A) 7$ 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. Z M — o z�z Q a t� z C^n' C9 W cn 4—J w C I I I -I I_I]-",w_!"_'Lilt gill CI_ _ .. I 1 I I I1 _ 1 1 1_ J" rV: Q 00 E x co 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 Sae vertical load Safe horizontal load `_ GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 81744 1B/1T8F401B/1T 8RF400B/1T 8F321B/1T FORM do GROUT SOLID N Q �W r- U O /5 BAR CONT. 8F12-1B/1T N) "V" LINTEL DETAIL SCALE = N.T.S. I I TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY J D W _ 8 F 16— B/ 1 T ♦— C J z i9 z tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAi. ° HEIGHT MATERIALS car p�f`�recasTT-ntels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi wl 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. #S EBAR IN. MIN. AT TOP (t) REO'D CLEAR ALTERNATE POWERS STEEL LINTEL ° a O � � a ° .M.U. #5 REBAR AT TOP e" C O MIN. (1) REC1'D ° 4 ° D 1-1/2" CLEAR as e ° < GROUT l- J z Q G C.M.U. 5 REBAR AT = to w - Q O BOTTOM OF rn — w OF LINTEL CAVITY U U)) ` —BOTTOM O¢UOz REINFORCING it C t7Co LL 7-5/8"ACTUAL PROVIDED IN LINTEL z O w� 4 -' Cw 3:G R D D i <1L no #5 REBAR AT BOTTC AS INDICATED JOMINAL WIDTH (VARIES) u) Lnrr r' LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cemenfitiuos coating. See contractor specifications F LF � 4'-6" LL 4'-6" LL OD 5'-10 LL LINTEL PLAN SCALE: %4"=1'-0" CD � Z co _ o Z Z �C rZ z Ln U 4� u, a--� W �o �V — 0 W c IE .� o C6 U o^ m W � UUCC pN� M C co M C N Ml0,_ U O o t L` 0 o Q 8) 05 mnro i3 `C ¢ d N G N 00 Z W �N0z w z V. w CBL-L- i0W a a Z VtS 6fi%, m�jr• & r '/.kbsrJG.c To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 � Tampa, FL 33607 www.LennarTampa.com wo za f a Z> w¢s� g�00 wZ 1 J w 6 i O�°wCO V U V = C 2E U r--1 LU w Iu_ he P o N J 0 z bow& gga Z N J Z;� a IY f �o 0 �o Z Ln 30I= J Q W Q Z Y Ln MCf' � Z � Q¢g S m cog = SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAMES VERSION NO. 4n0 SHEET NO. 8.0 - - ___ I - __ - 11 1 1 1 1 1 1 _L_ I M I I , I I I I 1 1, t- - Foll ::;-c LO 9 ig C 1 !71 00 2 E 0 a: co 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, ORCA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS, DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 11 AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM ) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. STRUCTURAL NOTES 1. SPECIFICATIONS CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 61TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1. 1 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. t 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 T1311-14. 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: 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: 1OPSF 2.1.9. SHINGLE ROOF TOP CHORD: 7 PSF BOTTOM CHORD: 10 PSF 2.1.10, FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS: 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOFTRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE): 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE): 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ad. (2017), AND CONDUCTED BASED ONA140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR 1"= 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE 2.4.3, WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4.1.1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 29', #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-1-P CONCRETE FORMED AGAINST EARTH: T' C-1-P CONCRETE EXPOSED TO EXTERIOR: 2- C-I-P CONCRETE NOT EXPOSED: 1 Y2. GROUT FILLED MASONRY: y4" 4.1.7. WELDED WIRE FABRIC (WWF): ASTMA-1851A185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. MODULES OF CONCRETETYPE MIN, 28 DAY ELASTICITY DESIGN (fc) DESIGN (E) C-l-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 5"AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8' MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS): 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE 11 NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4.1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4.1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4.1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16"STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.C. 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 ANS11TPI 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 718" 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 = 33KsjWITH 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'XBOLTS 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.C. ALTERNATES TO 7- BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E 2,000,000 PSI Fb 2,950 PSI Ft 1,850 PSI Fc= 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv = 285 PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2� FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A5GO, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST, 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL. ELEMENTS ARE IN PLACE, 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ad. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02EO1 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 I �4' away from the building side walls. %stems includini 3. Irrigatioriff/rinkler all risers and f spray he s shall n t be installed w hin V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of tra s be forms. Permanent forms ge etc., shall made with permanent metal or plastic must 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 rpin 11 occurs befdre vapor retarder placement, retreatment is requirV 9. FBC-R R318.1.5 - C?ncrete oyerpog and mortar along the foundation perimeter must be removed be ore exterior sot treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertirl chemical barrier must be install,?d after construction is complete, including andscaping and irrigation. Any soi 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 buildin%department licensed b a pest control company before a certificate of occupancy will e issued. T�� 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 = 11 DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORSTCASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 6-101" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. CONST=RUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. P GARAGE DOORS (V = 140 MPH) TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESS IONALS'SHOP DRAWINGS, CONTRACTORS, BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1)/4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1)/81, 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 3/8". 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. (D __ 0 Cn C) n-i (n (n (D C-/Dl LU C� 0 LU ZD V) C, p U-1 M C" M r cum M -0 M 0 r- u_ 00 . 5 _00 < CM 0 Z g- co CD LO 'Ir A I N C S-D C A U) CC11"! '0 Lu C-, CS 0 Ez, U, LU 2=1 us in AU 0" **W:F9aNG.1QL CRP C To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Flodda Building Code - Residential 6th Edition, Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 0 0 Z z 0. CL ui W 1X* U 8 00 d 0 LU Z '0 -1 32 Ce z; , C14 < C/) LIJ Ln z z CL 0 0 8 X z z z -0 0 0 :j uj U _r cr) y_j 9 X 81 9 0 z �0_ 0 In Cr k 8 LL, P -M 2 U 0 W P 1 R C/) z < z z 0 .32 � Uj Lr) Lij �5 (-D - 8 Zj Lij 2: < z < Ln M z tu 0 ul 0 c) to ob Z :5 Uj T Uj T; 0 SCALE AS NOTED DATE 10/2/2018 TECH: MIAMES VERSION NO 4mO SHEET NO. SIN S I 1 11 1 1 L 11 1 - I — I I I , I lumm! I it I I - i i I I I -_ i I np, CORNER OF HOME GARAGE SIDE CD LO C) C', CD E di: 04 1 01-Off TANK -LESS W/H H C G 000 51-011 P C) STUB -OUT FOR 1 I -Oft C, -1 CD LO t_�01 1 0 GAS METER 0 -1 0 04 11 MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-Y (2) 16d TOENAILS 2" X 6" @ 16- O.C. 101-81, (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-911 (3) 16d TOENAILS 2" X 10" @ 16" 0. 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. (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13-4- (3) 16d TOENAILS 2" X 12" @ 24" O.C. 115-41' (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 LINE \ I U-1 + 4 + + + + + + + z + + + + + + + + + + + + + + + + 9 + . . . . . . . . . . . . . . . . . . . . . . . . ... . . + + + + + + + 6-0" -01. (TYP.) 6-4- + + 4- + + + + + 4 . . . . + + + + + + 0. (T + + + + + + Lu + + 7— 15/32" CDX _J + + M 4- + + PLYWOOD OR + + I I I I I I I- + 7/16" OSB + + + + + + + 4- + + . . . . + + + + + + + + + + + + + . . . . . . . + 4 .. . . . . + . . . . + + + . . . . . . . . . . . . + L \+ _�_ + + +1 . . . + + . . . . . . . + \-RIDGE LINE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6- O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH rFOR 8d RINGSHANKNAILS 0.113x2x3/8" RING SHANKCOILGUN NAILS MAYBE USED NOTE: 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. RAMING MEMBER. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER F 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI"'Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1- 1 /8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x + 5/8" or 3/4" wood panel 1- 1 /8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x + 5/8" or 3/4" wood panel ,902.0 2 x — lumber Double 2 x — lumber 1 FILL CELL STD. 900 HOOK F BOND BEAM U.1 00 CONT. #5 < STD. 9 CONT. #5 > BAR BAR HOOK F_7 7- #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 "I _�,/ —CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR SHEATHING PER PLAN COLUMN AND ��! TJI TO BE CUT TO ALLOW CONNECTIO __��,�FOIR BLOCKING/TJI ----MASONRY WALL OR INTERIOR BRG. WALL < TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) N.T.S. 1/8" min. I Small gap 2- min. Filler blocking 1/8" gap 2" max. 4" max. Joist- Bearing Location ;io Series - be-p—th 1 End Intermediate @L: 9-1/2, 24d-- 2--8d 'i 1�;/ __T BCI 5000S 11-7t8l`_1112-8d�:_ 3-8d 1 Clinch nails 14'�__ 2-8d1__ 5-9d_ when 9-1/2" 2-8d BCI 60C 10s@' 2-8d 3-8d possible Al / -70] _-_8d 1 BCI 6500S R 14" 1 2-8d 5-8d 1) Support back of web during nailing to prevent damage to web -flange connection. 16" 2-8d 11-7/8" -2-88- 6-8d 3-8d 638-d BCI 60s8 14" 2-8d 74___ 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� 3- - 16d 4) Place joists together and nail from each side with 2 rows of 1 Od nails 2x4/Plywood/OSB web stiffener 2" min. BC190s 1 6.d 4" i 5-16d required when indicated or max. 16" 16-16d: 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 Y8" GAP @ TOP sides by 6". - Hangers with sides not containing top flange of joist. WEB STIFFENER DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1 900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate details in One 10d box areas=20 of high or--21 sinker lateral load. nail each side at bearing. Squash block __J (2x4 minimum) IL or Bearing wall, Versa -Lam L\ Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES ---- % DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" (1 Od) nails at 6" o.c. Load bearing walls higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1 900 plf max. along bearing wall Required on interior walls for vertical load transfer Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wal I, provide = LJ CWhe 13/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing E 3" max JOISTS OFFSET Provide ad�equate bearing for each lapped joist. Use 1 Odx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls 10d nails quire additional consideration. SECTION @ INT. BRG. WALL re N.T.S. MINIMUM SPACING 2x GREATEST DIMENSION OF LARGEST HOLE D (KNOCKOUT EXEMPTS) (see table below) D (see table below) mm t 1. 2S.44 6" 1 6" BE CUT ANYWHERE IN CANTILEVER LARGER THAN ?I A %" ROUND HOLE MAY DO NOT CUT HOLES 6" 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 1 2 NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. Joist hanger SIMPSC w/ (22) NAILS I THRU BOLT SIMPSC w/ (22) - NAILS I RTRUSS OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION AIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )IFFASTENERS TYPICAL SIMPSON HETA20 HETAL20 INSTALLATION A/C CHASE 4"PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) Nail with 10- 1 Od nails. '- Install tight to , top flange. SLEEVE THRU STEM SEE PLAN FOR 4 EM 4 E RU 0 R 0 T7 7 EE PLAN F 0 1 FOUNDATION INFO 4' STEM FOUNDATION ler block. Nail with \ ' Fil 10-1 Od nails. Backer block required where top mount hanger load exceeds 250 lbs. Install fight to top flange. 1/4"-Z' gap AI -7 � Backe, Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4%2" gap at top of bottom 1/4%2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when to' required if hanger flange is laterally supported by joist hanger. doesn't meet height 'e' dc r/h 0 requirements 0 A 0.6 X Joist _F// depth I -JOISTS BUCKETS N.T.S. DE R GRA EINF. SEE PLAN A A A. - rA (2) #5 REBAR 7A/C CHASE 4" PVC 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 (WHEN SIMPSON H10A 0 REQUIRED) w/ (118) 1 Od x 1 1/2" NAILS UPLIFT= 1015# TYPICAL SIMPSON H10A INSTALLATION 110A X1 1 /2' 01 TYPICAL SIMPSON MTS HTS INSTALLATION TOP (2) #5' 4' 0" CENETERED S@XPI�E PENETRATION� I WE PLUMBING LINE PVC OR SCH40 SLEEVE 1< 0 A. 4 W .4 —= — M -i:�: SEE FIND. PLIN. SIZE& RELN 12" BELOW GRADE PIPE VERTICAL THRU FND. TOP (2) #5's x 4' 0" P PENETRATION—\ CENETERED @ PI E PVC OR SCH40 SLEEVE PLUMBING LINE A ..4 ./e, q A z A SEE FIND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE 4 4 1-41. A - Av 'd 4. A SEE FIND. PLIN. SIZE & REINF. (D C', C;1 < M Ln 0 W +__J U 0 LU V) Of V) =3 I'T E I. - I E % �A 8 Cl) 0) 04 C) U_ 00 r� 00 5 2 i::- (0 CL C�, A I wa. 1 8 0 C '0 zi; to oc LU 2 L, U) -5 LU LU 10 z 401 14% 'E - &L z e � � )0 / I/ 4WFDsfNGcd$M. P P To the best of the Engineers knowledge, information and belief. the structural plans and specifications contained within these the 2017 Florida Building Code - esidenfial 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LIE N NAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com !3 06 UJ z< z 0. < 2: z � a. LU W_ 0 0 U., Co U) R LU Z2 zz > 0 z 5- 0 W < U 0) 0 =5 H 80z 0 - le r ij) - 0 0 Cr d 0 -f 117114 r', U) r 2 < 21 t, g� < < < I': z z LU Ln 25 2 �3 20: i < 08_� LU LL1 z VU In rn z < z i� z Cz < Z� "T 1,0 Z <Z 8 � 00 00 0 06 Z :5 LLJ �m < F; r7l , T__1l I a - SCALE AS NOTED DATE 10/2/2018 TECH: MJAIVIES VERSION N 0' 4mO SHEET NO. SN 1 �r �r ,�r 5/8„ OR 1/2„ HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR %" GYP. TYPE @ EACH END (WHEN PARALLEL) G ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ STUD BELOW TOP PLATE STUD BELOW (1) ROW 2x BLOCKING @ MID (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 2x #2 SPF STUDS HGT. FOR WALL HGT. <_ 8'-6". (2) _/7 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. J @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR 16d TOENAILS T & B FOR WALL HGT. > 8'-6". EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN APPLICABLE. 4" O.C. @ BOUNDARIES, 6" O.C. @ " 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "S24 O.C.) 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & ,� SLAB & BLOCK "SIMILAR AT FOUNDATION ONLY" 5/8' ° x 10 "J' BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS SIMPSON SP1 w/ 10 10d NAILS @ 6" MAX FROM END OF 2 x PLATE � IF NOTED, THIS REFERS TO THE ( } 2 #5 CONT. ON 3" r - 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND (1) LAYER TYPE II (#30) () 6 x 6 W1.4 x W1.4 T ALT: 1/2"x12"TITEN HD 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH " " ELEV. I ( @ 2x PTBOTTOM PLATE OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL PITCH > 4:12 o a A.F.F. O.C.) 2" x 6 W1.4 x W1.4 ATTACHMENTS 2" 6 x 11 .4 x W1.4 (2) LAYERS TYPE I OR TYPE II a ° ° ° ° WWF OR FIBERMESH WWF OR FIBERMESH (#15 OR #30) UNDERLAYMENT = I 0° . ° ° - I o ° 31/2 MIN. 3112"MIN. 1 FOR UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. ' I (I I ( I I I o D ° I I I I I -I I � ° ° ° ° d ° ° ° ° ° ° ° ° ° ° ° d d ELEV.4-3 1/2" O REQUIREMENTS SEE R905. I' ° ° ° ° d 2x4 CONT. ° ° ° A.F.F. O ° i ° PRE ENGINEERED WOOD _ I I I =) I - I I I ° ° g ° o - o , _II I I� 1/2 (min.)- " " TRUSS @ 24 O.C. U.N.O. II I I ° ° N °D-rrrtn�-I� ° .. I I- 1/2 (min.)-4 12 HURRICANE ANCHOR @EACH - I� I ° d ° ° d ° 31/2 (min. - 4 ILL I �I- 31/2 (min.) - 4 - • T GARAGE DEPTH VARIES ° _ r (TYP.) TRUSS (SEE UPLIFT SCHED.) W/ ° ° d ° ° ° - 1 IT- - VARIES 8" ° e ° -r =III-�= - I I �� I I I I METAL PL. UNDER EA. TRUSS (2) #5 CONT. I I - MOISTURE BARRIER 4„ 1,4„ 81. (2) #5 CONT. 4" Y_d " g INSULATION LE SHINGLE ROOF TYPICAL INTERIOR BEARING U.N.O. MIN.U.N.O. MIN. 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFTK**GGGARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP SHEARWALLrc`�' TYPICAL BEARING WALL @ STEP K� CC NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=V-0" S3 ELEV. VARIES FOR ADDITIONAL SLAB - INFORMATION. 5/8" OR 1/2" HIGH ALUMINUM DRIP °wW°os � STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING GYP. TYPE "X" @ GARAGE NAILED W/ 8d COMMON NAILS @ 4" O/C ec W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. ABOVE) W/DRYWALL EE SOFFIT SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C \NNMJ�S SCREWS @ 7" O.C. SHEET LOAD BEARING OR 2x STUD INSULATION PER FBC AND ENERGY \,/ c N GNU° (1) ROW 2x BLOCKING @MID HGT. CEILING & 8" O.C. WALLS EXTERIOR WALL 11 8" C.M.U. FORM SUBMITTED WITH PERMIT / ` FOR WALL HGT. <_ 8'-6". (2) 8"x8"X16" KNOCK -OUT 2 ROWS OF 2x BLOCKING THIRD POINTS APPLICATION NOTE: ROWS 2x BLOCKING @ 3rd PTS INSULATION PER BLOCK W/ 1#5 CONT. 1"x P.T. STUD () @ SEE SECTION C/S3 FOR FOR WALL HGT. > 8'-6". CHART ON FLOOR FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION PLAN SEE CC/S3 OR 04 LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE 1x2 P.T. HORIZONTAL G/S3 FOR ANCHOR „o „, ° METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. 8" C.M.U. TYPICAL 5/8"x6" "J" BOLTS BOLT 5/8 x 10 'J BOLT @ 24 0/C W/ 2" X 3/16 3RD LAYER 1/8 THICK. K.O. BLOCK NAILER BOLT INFO. " (10)10d NAILS 24" O.C. VERT. OR PLATE WASHER TYPICAL 5/8"DIA. EXPANSION BOLT @24 " O.C. STD. 90-HOOK (SEE DETAIL) (IF NO UP LIFT ON @ 2x P.T. PLATE W/ 7" EMBEDMENT MIN. SHEAR TYPE "S" MORTAR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD MIN. 2500 PSI CONCRETE SLAB W/ (6) 1/4"x3 1/4" TAPCONS SPACE ANCHOR 3500#, MIN. TENSION 26011 _' *SIMPSON SP1 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING E SPACED EVENLY FIBERMESH - BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 �, w/ (10)10d NAILS �, WEEP SCREED INSTALLED BAR END OF 2" x PLATE WWF OR FIBERMESH r 2x P.T. PLATE w M , ARCHITECTURAL TYP. T PER MFR INSTRUCTIONS o , ASSUMED FINISHED #3 OR #4 REINFORCING BAR ° FINISH o _ - I I=1I 10 1x2 PT WD FURRING @ 24" O.C. ` ' GRADE `, ' ' ° z_ #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a m a _ 13�z FINISH GRADE °D [GRADE 60 MIN. Fy= 60ksi] a 1/2" GYPSUM WALLBOARD (1} #5 VERT. IN FILL MONO OR STEMWALL ° ''� — �.J 25" MIN. LAP [30" MIN. LAP] g _ . D ' • III II CELLS (SEE FOOTING MONO SHOWN p p rp p P 6 MIL VAPOR BARRIER - I I I I I -I - O0 WI ° - - rrF U.N.O. D , ° N FOUNDATION PLAN FOR CLARITY ° . ' N �-_ #5 REINFORCING BAR R 1 7/8" �' FOR LOCATIONS) D=1=1=III=III=III=_ HT t> --Z 1=1=III 041x4 P.T. BASE NAILER ° III= =1 = = = I • ° -j #5 LAP SPLICE (2) #5 CONT.- -I 4"x4"INSPECTION =III-III=III=III=III= I --I-I1=I I I NOTE: -i - - - _ -I a . I I I IF I I=1 I 36" MIN. LAP [36" MIN. LAP] ON 3"CHAIRS 31/4" BASEBOARD PORT AT EACH * g ° D ! III=111-III=1 11 N COMP. SOIL. COMPACTED TO ° 8" 1'-4" 8" FOR BEARING WALL ( —I I TYP. rn 7 FILLED CELL TYPICAL - = -III-III_ o T•- I I- (TYP.) W/ UPLIFT ONLY _ _ _ _ _ ___ 95 /o MODIFIED PROCTOR ASTM �- I I - I— I 10" M MIN. 2500 PSI CONC. SLAB c� AT GARAGE CONTRACTOR I- I I-1 I =1 I - =III=1 =III=I -III=III=III=III=III=III= D1557) MIN PSI MAY VARY PER U) TO CUT BLOCK OR POUR -I I ;III =III—III=III= — — = —III-III=III it = 4" 1'4" #6 REINFORCING BAR #5 STD. 90 HOOK 00 MUNICIPALITY. =111=III-III I ;III I_TI-I T-I I_ — #6 LAP SPLICE TYPICAL INTERIOR BEARING CURB DUE TO SLOPE WALL W/ UPLIFT CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS F G W1 4XW1 4 WWF OR = .2 "FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. N ' r °> y - Z 00 2 Nt - I 6x6W1.4xW1.4 _ °OP 31/2" WWF OR FIBERMESH 6 MIL VAPOR _ > ,� t _- 1 - _z min. 4" N BARRIER 1 ° 1 o 10 " "v GRADE J COMP. SOIL. ° - - M (COMPACTED TO 95% - II _ - _ - - , I_ (1) #5 REBAR w/ OPT. MODIFIED PROCTOR MI CyFE�E�N NCLOSURE ao ASTM D1557) „ (- 3" MIN. CLR. (2) #5 REBAR CONT. 47" ' ON 3" CHAIRS TYP. 4" 1'-4" STD. 90 HOOK (SEE MIN. U.N.O. DETAIL) i = TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE L � SCALE: 3/4" =1'-0" S3 SCALE:3/4"=1'-0" S3 Q, 00 N OPT: DEPRESS SLAB 5 Y2" '- DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND = PAVERS / DRIVEWAY EXPANSION JOINT _ `g CONCRETE SLAB 14' 13" = PAVERS O.H.D. z O.H.D. RECESS _ RECESS E `v Lz r E! I ` 0I -� 4„ — - / cp U � � SEE A/S3 OR J/S6 I I I I I ao FOR REINF. INFO. 3" MIN. CLEARANCE N 1'4' (1 STORY) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 00 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS Cn SEE TYPiif. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. N M A —� °Q 4rI� '- I •~ 01 —I _ I SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 ST 2 RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0� . CONT. BEAD SEALM ° • • INTERIOR CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 121 CONCRETE SLAB O° 0 Cl) 6 MIL VAPOR BARRIER VARI SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH N 10d NAILS TO TRUSS TOP CHORD FOR TRUSS T M AT 24" O.C. MAX. CONNECTION INFO ° SEE PLAN FOR & LAYOUT DESIGN TOP OF BEAM a "' a SEE ROOF PLAN - - a °. (2) HTS20 FOR STRUCTURAL a. BEAM SIZE & N I i I CONNECTION INFO 'A Cl) • ' •. 2x4 #2 SYP P.T. FRAMING w/ - MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 - I I " - ' �I 8 z ATTACHED PER NAILING FOR REINF. INFO. w SCHEDULE OPTION #1 cr ¢ SEE TYP. WALL SECTION FOR ADDITIONAL j w II P.T. #2 SYP SLAB INFORMATION J o W ABU66 SLAB STEP & RECESS S.G.D. M SCALE:3I4"=V-0" Is, S3 2X STUDS @ 24" O.C. U.N.O. SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE COLUMN TO PORCH SILL w/ 1/4"x3" TAPCONS AT 8" O.C. MASONRY WALL AND GARAGE ATTACHMENTS & 18/D1 PAD FOOTING 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL .-. W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS ci TO FOUNDATION PAD E INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. Q ' ON FLOOR PLAN SIZE VARIES PER PLAN T M CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS z GRAD a ° FILLED SOLID (SEE PLAN FOR _ ° 6 x 6 W1.4 x W1.4 T SIZE AND REINFORCEMENT) c7LU =LU - °• I '- WWF OR FIBERMESH BRICK PAVERS or SLAB PER Z D p o _ 5�- I- w III=11 11=III=11 I - -III-I • •° •" °• -_-_' _ z Z a 0'-0FIN. FLR. COMMUNITY SPECS "- U) _- I; ° - - °' - w ii —III—III-1Ti=iil=lTi=Ti=lir _ 111=1 I I=1 I I=1 I I —III III=1 I I=1 I I— ' FOOTING � _ 1 I_,I I l lI l l III, I —III=III=' BEYOND =III III=1 �' •' PAD REINFORCEMENT Il it 3" MIN. CLEARANCE F CONC. PAD INFO. INTERIOR WALL SLAB STEP NON-BRG TAPERED COLUMN FRAMING �C�D12 PATIO COLUMN FTG. DETAIL �N U Z M -o z�z Q � cn a--+ LL, "V — 0 LU i� o U �p m N LJ..1 U N tM -co 0 o Q rn •n �v rn¢ o B D• nE`ce a:Dc N ° �N�z z�O Z W � z W -�!. °' 'L WLL o 12. z ¢\�� �t Crrr Q t7 . c,um J ❑ •� W Itb E `Cow¢ r To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residenfial 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 o W z a ~ U) UE 0 Q oo1a� z� o W C1 QO Q J Zo ru fz 4 z DC chb 0 a J W U = Q C :zS o Z Rzo �� 0 C J a M U O. a k N LL z a Z ¢ a Q ~H $o,P z z u"a2�j J t-4 LLJ 2: LLJ Q z Q W LL a Z v g'a' Ln c,e),^ z `^g O m 0 00 00 z J = ` g SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAMES VERSION NO. 4n0 SHEET NO. S3 (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH --(2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION - CONNECTION SCREW OFF CAP (3- DIA.) '---2x DEAD WOOD @ MID FOR CLEAN -OUT POINTw/(3)12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EVENLY EXTERIOR FACE OF BLOCK " 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 WALL IS 1 1/2 MAXIMUM INTERIOR EXTENSION FROM EXTERIOR HEADER FLUSH TO OUTSIDE OPTION FACE OF BLOCK WALL IS 2 1/4" WALL Ct' TO DRAIN 2x BLOCKING @ EACH END M 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 SCALE: N.T.S. � �4 12 SEE TYPICAL WALL SECTION 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 wl (12) 10d (3) 10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER + + STUD W/ (3) 1 Od NAILS,��,� CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8"O/C FIELD SIMPSON SP1 W/ (10) 10d LO NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX MEN "1412 Lim., :4111TAIWIll 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. 00 AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90' HOOK IN K.O. BLOCK -alV11— KNEE WALL ABOVE MASONRY WALL DETAIL BLOCKING (TYP.) \--ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. LO C14 CD LO t� MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL E K/S4 0 SEAT FOR BLOCK IS POURED, 0 IN PLACE CONCRETE GARAG E FLOOR SLAB TROWEL FINISH SEE 12 GENERALNOTES -2 0 SLOPE FORWARD--,_ FOR DRAINAGE CL 15? C) t14 C14 V) W Z SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. EXTERIOR WALL WALL CLEAN -OUT SCALE: N.T.S. � �4 7 5/81, 8" 7 5/81, 8" 7 5/8,, 8" SOLID AREAS ARE STEEL AND GROUT 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 SIM�,SON SP2 wif (12) 1 Od I/T NAIL AT EACH STUD —DOOROPENING- Fm­-1F---11 DOOR OPENING 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C Fol BOUNDARIES 6" O/C EDGES & 8" BLOCKING O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP v CARRIER/GIRDER TRUSS 1 ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE COARSEBELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALLIS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRYLAYOUT SCALE: N.T.S. 1\ �4 SIMPSON HETA20 wl (8) 1 Odxl 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 rB L MAIN SPAN ROOFTRUSS tUPLIFT CONNECTOR (SEE SCHEDULE) � �4 KNOCK -OUT — BLOCK W/ (1) #5 NOTCH LINTEL WHERE REQUIRED FOR CONCRETE PLACEMENT A— A L STD. WHOOK 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 . .1. � IF NOTES: FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO A SOLID BASE FOR CREATE 112"X9 1/2" PLYWOOD BLOCK WALL ABOVE. AT SCRAP M ERIAL— MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE � M M' X EMEMEM > 0 XNERENNEN FORM CREATES CONCRETE RECESS TO 2X4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH _j TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL 8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER CONNECTION ASSEMBLY— GARAGEFLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. 4 N POURED CONCRETE BASE FOR , :1 �� 'BOTTOM OF MOUNTING B) TO BE 2"ABOVE FINISHED BLOCK WALL. RECESSED SPACE FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. '0 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 W/ (6) 1 Od x 1 1/2" AT EA STUD (USE SP6 FOR 2XIS WALL, USE SP8 FOR 2x8 WALL) 1 Od NAILS@ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N 0.) 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90' HOOK IN K.O. BLOCK VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 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. WALL PIPE OR DUCT W/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON DOOR STOP PSPN516Z w/ (12) 16d NAILS MOLDING TOP 2 ROWS 1 Od @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF 48,, SPLICE STAGGERED 2 x 6 P.T. GARAGE THAN I F' E IDTH 0 0 Top P 0 4 PSPN,106Z W/ (1w2) 16d NAILS Top 2 R SPLICE NA 4 SP DOOR J-BOLT TRACK BRACKET W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. UCK TYPICAL GARAGE DOOR B rK SCALE: N.T.S. � �4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'- 4' (1) (2) (1) (2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 9'-16' 1 (3) 1 (4) (2) 1 (4) 1 (2) LSTA30 1 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 12" O/C EACH FACE OR -ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl 0" OR GREATER HEADER (2) 2X HEADER SEE PLAN INTERIOR HEADER: \—(1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER e 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) 1 Od x 1 1/2" EACH SIDE "�2x STUDS TYP. SIMPSON HTT4 TYP. U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED P.T. BOT.. PLATE WITHOUT UPLIFT WALL HEADER DETAIL SCALE: N.T.S. � �4 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. vA m� TRANSOM FRAMING SEE SECTION AA/Sl AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL / // 4 1 Od @ 8" O/C I ov� ATTACH ALL EXTERIOR STUDS W/ 1A I 16d TOENAILS T076PPLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC OVER STUD AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. ��SS4� F= 2240 LBS SIMPSON SIMPSON SP4 SP2 4 1: 1 P.T. ATE TRANSOM FRAMING SEE SECTION AA/Sl AND BB/Sl FOR ADDITIONAL DETAILS RECESS LINTEL SIMPSON SIMPSON SP4 SP2 i NAILED INTO TRANSOM FRAMING SIMPSON Spi SIMPSON SP4 SIMPSON SP4 NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON spi SIMPSON SP4 ERUSS BOTTOM CHORD OR 2x4 B'LOCKING W/ 2-16d TOE NAILS @ EACH END ; � ou<, ;z: 2x TOP PLATE \�2-16d NAILS @ 24- O.C. OR EQUAL TO TRUSS BOTTOM —I/L— CHORD OR BLOCKING 2x STUD @ 24" v O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12- O.C. FSTAGGERED SEE A/S3 FOR-\ FROM BOT, REINF. INFO. PLATE TO CONCRETE TYPICAL INTERIOR NOW BEARING WOOD FRAME WALL/j SIMPSON SP4 �-2X TOP PLATE OVERLAPPING 10d NAILS @ 6" STAGGERED O.C. J-BOLTS @ 24 MAX SCALE: N.T.S. 2"x BUILT-UP COLUMN, SOLID MEMBER OR 1F) 1F) PF) i.T.R. T.R. -\�4 2X8 P.T. BOTTOM P�TE J4 \\-518"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 10d NAILS 4" ROOF TRUSS ABOVE 2X BLOCKING - (2) 16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X1 0" J-BOLTS MASONRY WALL @ 10d NAILS @ 6" O.C. A STAGGERED /--STAGGERED RANSOM FRAMING BEYOND. i ,,-PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD O/C BOUNDARIES 6" O/C EDGES 0 rE SHEATHING & 8" O/C FIELD I — : 1\ �4 f (D 9 SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2XIS WALL, USE :—PLYWOOD SP8 FOR 2x8 WALL) SHEATHING SIMPSON SP2 wif (12) 10d NAILS MASONRY-- SIMPSON SP1 W/ (10) 10d NAILS WALL BELOW o-1-5/8"X10"J-BOLTS@24"O.C. o MAX. (MIN. (2) PER BOTTOM 2X8 P.T. BOTTOM PLATE I I 5/8"xl 0" "J" BOLTS @ 24" O.C. MAX (MIN. (2) PER BOTTOM PLATE) o I PLATE) AL ERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. S4 < rum% fad U) 4--J U-j ru C�l C5 0 LU V) , E § 0 c> E4, g, 8 co co M 0'r- M0 < 0 5 -co 0 -2 i:z, W CL C:) co LO &:S I a; < All BID. N D 'IV LU . N 1:2 z LU Uj 4j -F, z 0 2--1 �,R- 4 , a 0 ?5 - " 0' 4n :9 E-' -2 z . A WL Z c", www. 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 L-u z,< '0 0 Z fc,,,!� !Z� L�zl x -J 0.000 F L� 0 L— z H z z U —j 9Rz �,- �e P Ln i 88 Q - LU Co LLJ z < lz;� d �2 < �g.o z z 0"R Fy 2 �j LU Lr) Lij LLJ 2: < 2 < z 11 uj < z Ln rn Z� v- z U1 S z io Cal 0 00 z LU v--4 0- U1 SCALE AS NOTED DATE 10/2/2018 TECH: MJAMES VERSION No' 4mO SHEET NO. S4 SIMPSON HGAMV W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (� 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 10d x TOENAIL W/ (2) 16d NAILS SIMPSON H10A w/ (18) ( ) NAILING SCHEDULE FOR 2"x4° 10d x 1 12" AT EA. 1 12" AT EA STUD USE BACKNAIL w/ 2 16d NAILS SIMPSON HI w/ 18 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. SEE STRUCTURAL NOTES ( () ( ) SHEATHING DETAIL OUTLOOKER OUTLOOKER SP6 FOR 2 6 WALL USE 10d 1 12" AT EA @ 24" O.C. NAILING SCHEDULE FOR OUTLOOKER AND NAILING ULE @ 24" O.C. TOP CHORD SHEATHING DETAIL FOR SHEATHING DETAIL BLOCKING FORAX FIRST FOUR ROWS OF 45° t „ 24 MAX. TOP CORD BLOCKING 45°t 2X4 CONT"L" BRACE TOP CORD BLOCKING TRUSSES @ SIMPSON H1OA w/ (18) FOR FIRST FOUR FASTENED W/ (2)1Od 3" FOR FIRST FOUR ROWS EDGES OF 2x4 CRO BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" 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 W/ (3) 10d MAX. & (2)1 Od TOE NAILS @ AT LEAST 90% OF WEB @ 8'-0" 0/C. 2x4 CROSS BRACE EXTEND AT LEAST 90% OF 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 WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1 OdX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2"CDX PLYWOOD OR 7/16" THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS OSB SHEATHING ATTACHED 10d NAILS 6" O.C. INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ @ EDGES AND 12" O.C. FIELD 2x4 PANEL BLOCKING @ 2x4 "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. 2x6' 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)10dxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. 16d TOENAILS PLATE SPLICES W/ 3/16"x2" PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 1odxl 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION '� O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) 10d NAILS & (4)1/4"x2 1/4" SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE SIMPSON H10A w/ (18) BACKNAIL W/ (2) 16d NAILS SEE STRUCTURAL NOTES SP8 FOR 2x8 WALL) AND NAILING SCHEDULE OUTLOOKER 2x4 OUTLOOKER FOR SHEATHIN DETAIL @ 24" O/C 2x4 OUTLOOKER @ 24" TOP CORD O.C. (OPTIONAL -SEE 4" MAX. BLOCKING FOR ELEVATIONS) FIRST FOUR ROWS DOUBLE TOP PLATE OF TRUSSES @ 2x4 CROSS BRACE APPROX. 8" 2"x4"CROSS BRACE 24" MAX. EDGES OF FROM RIDGE FASTENED AT APPROX. 8" FROM SHEATHING TYP. EACH JOINT W/ (2)10d & (2)10d RIDGE FASTENED AT "L" BRACE TO EXTEND TOE NAILS @ EA. END EACH JOINT W/ (2) ; AT LEAST 90% OF WEB 10d & (2)10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE &SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR -1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2)16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD (2) 16d NAILS BOTTOM ATTACHED 48" 2x BLOCKING W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH M 2x4 "T" ON TOP OF PANEL SIMPSON 1Odx3" @ 4" O/C HGAIOKT w/ (4)1/4"x1 1/2" BLOCKING, FASTEN WITH SDS SCREWS TO TRUSS & (4)1/4"x3" ) 1Odx3" @ 4" O/C SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12) 10d 2x4 LEDGER (MATCH BOTTOM NAILS AT EACH STUD CHORD SLOPE OF ADJACENT DBL. TOP PLATE TRUSS) STUD WALL (SEE TYP. SEC.) SECTION LL SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 1 Od x 1 12" AT EA. 2x4 OUTLOOKER REFER TO DETAIL J f SEE STRUCTURAL OUTLOOKER @ 24" O/C ON SHEET S5 FOR A NOTES AND NAILING TOP CORD X-BRACING, AND TOP N SCHEDULE FOR BLOCKING FOR CHORD BLOCKING `° ;0 °° SHEATHING DETAIL FIRST FOUR ROWS INFORMATION OF TRUSSES @ 1 1 1/ 2"x4" CROSS BRACE 24" MAX. EDGES OF - WOOD TRUSSES �° - 00 APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND 2x4 RAT RUN BRACING 1 1 2" ` 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 � `ljJ�1' 2x4 PANEL BLOCKING 1/2"CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE SHEATHING ATTACHED (2) 16d NAILS AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW " " (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF FIRST (4) ROWS OF W/ 1OSB W/ 10d 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" L CKIN (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & JACK TRUSS O/C 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 C IN TOP OF PANEL BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 1 Odx3" @ 4" O/C (2)12d TOENAILS EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION ` @ COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARING LOCATIONB.U.C., SAME NUMBER OF ROWS, SAME SPACING) D SECTION SEETYP.WALLSECTIONFOR SCALE:3/4"=r-o" �5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS r 9 = ADDITIONAL INFORMATION. N ti MINIMUM 2x CROSS BRACING (SEE PLAN FOR LOCATIONS) (2) 16d PER JOINT "' 0 0 1 L_ CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 LO CROSS BRACING DETAIL ri SCALE: N.T.S. S'J 2"x4" OUTLOOKER @ 24" O.C. W/ (2)10d PER JOINT 1 Odx3" O/C @-/ 2"x4 TOENAIL 6" 0/C RUN W/ (2)16d TYPICAL NAILS ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. 1 GABLE TRUSS "L" BRACE W/ 10d @ 4" O.C. Q 12 (SEE SCHEDULE FOR SIZE o AND LOCATION) 2-1 6.9 MAX. c 0 L Q S5 U CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES SCALE: N.T.S. SrJ OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP MINIMUM (2)16d PER JOINT \- MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL M SCALE: N.T.S. Srj "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)1 Od WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) 0 z w J-71BRACING w/ (3) 10d x 3" AT EACH CONN. @ 24" O/C SIMPSON HGAMIOKTA w/ (4) MOISTURE BARRIER 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" BOND BEAM TITEN TO CMU MASONRY WALL 20'-0" MAX "X" BRACE SEE DET. J/S5 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��S5 SCALE: N.T.S. 2x4'T+' BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAILr6 SCALE: N.T.S. 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 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. Jill ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 010" - T-O" T-O" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGAIOKT w/ (4) 1/4-x1 1/2" SDS^^ ^ GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 1Od NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) 7' BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL g� LTOP & 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 CD zo z° z z 0 to CD a—' w � o •p w .� ru U o 0 m I I J 8 4) M f0 C N _ boo �o Unao 9 Q O Al 1 BID. N ­5 .� A I f "0!-'2 `O t9 �, �m 00 U) a;W� N� z w z° W `n iL10 •, W v. a rny Z 0 5 m Y¢ a O' zco Q WL ZCD Lis la�uww ComQ. . r,ttt 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 Zd �oSW0 F ySOzZ O � S f aw001 OW,o u Q zO � a Cn o Qz 2:Z �3 LIJ 0 Q a �W U = Z � Ln 0 iv J uoaS � Q Lu �a � � z�Q� Egg z ^ LU Lr) W < z J rl Uj v a Ln M Q Q z Paz z � 1Zo 0° 06 z g = _o J Q rn rl d cn o SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAM ES VERSION N0. 4nO SHEET NO. S5 0 f to z -o �v v x L0 LO a S Lo S J I 00 s 0 3 a 00 0 a a E 0 x 0 r N d LZ E E C Cr a ac _ o 0 1X4 1/2" DRYWALL 1/2" DRYWALL DOOR JAMB REFER DOOR JAMB (REFER 1 X 4 ( 1 X 4 1/2" DRYWALL C , UNACCEPTABLE INSTALLTION , DOOR JAMB (REFER TO SHT. SDW2-K1 P.T. TO SHT. SDW2-K1 1 TO SHT. N. DETAILS FOR CONN. DETAILS PROPER INSTALLATION MAX. 8 DO NOT DO THIS ' 2"x BOT. PLATE W/ (2)10d @ 6' O.C. FOR CONN. DETAILS FOR CONN. DETAILS X 4 t X 4 ` #5 REBAR (TYP,) 3/4" PLYWOOD DECKING GLUEDX A AHED WALL SHEATHING TO 4 3-1/4" LONG X 3/16"� FURRING �� �, 3/16 X 3 LONGFURRING TAPCONS 3/16"0 X 3-1/2" LONG FURRING # REBAR ` �P) 'TAPCON. AND NAILED W/ 8d COMMON 6" O.C. EDGES AND 12" O.C. FIELD 2X BOTTOM PLATE Wi 8d @ 4" O.C., 2 ROWS STAGGERED INTO TAPCONSSTAGGERED @ 16' 2X8STAGGERED (T ` BLOCK@ SPACING „ 1 DETAIL .. STAGGERED @ 16" O.C. O.C. 2-ROWS INTO 2-ROWS INTO 1X8 ' 2x PER MANUFACTURE MASONRY THROUGH ►� 1-1/2 DETAIL MASONRYTHROUGH 3" DETAIL `STD. STD.90^ j 90° HOOK (TYP.) BAND JOIST W/ FACE NAIL 10d @TOP & JOIST TTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. 1 x8 P.T. & 2x8 P.T. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" METAL SEAT PLATE TAPCON @ 16" O.C. & 4 FROM 1 X4 P.T. 3/16 x 3 -1/2' DOOR JAMB (REFER 1 X 4 1/2 DRYWALLr/ via 0 NOTE: DOOR JAMB (REFER EACH END W/ MIN 2" EDGE DIST. DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FORLil TO SHT. SDW2-K1 CONN. DETAIL- ' ` LAP SHEATHINGTO BOTTOM OF TO SHT. SDW2-K1 JOIST TYPICAL FOR CONN. DETAILS FOR CONN. DETAILS 10d @ 12" O.C. 1 X 4 J FURRING 2X8 P.T. WITH 3/16"0 X 3" ' +2" NOTC FIRST COURSE SIMPSON HGAM10KTA 12" O.C. @ w/ / x / " D SCREWS 2X8 P.T. LONG TAPCONS 2X8 ` 2x P.T. AS REQ'D „ STAGGERED @ 16 O.C. ` INTO BAND JOIST & 4 1l4"x2 3/4" (j TITEN 2x DETAIL 1� 2 1/4" DETAIL 2-ROWSINTOMASONRY 3-1/4 DETAIL +5^ NOTCH WEB AT THE ' FIRST 2 COURSES ` INTO K.O. BLOCK BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS �CC FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION A -A UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. =1610 # FOR 2 STRAPS FILL 1st4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8" SOLID W/GROUT 1 PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS :ii 1/2" DRYWALL __ * SCREWS & (5)1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) 2 x 8 45' DIAGONAL (4)10d NAILS INTO LEAVE A CUTOUT IN O.S.B. ON THE 1�\& BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB&\ TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 1/2" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR NFURTHER POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. colvracr ENGINEER of RECORD FOR INSTRUCTIONS. SCRIBE NOTCH (NOTCH) FACE OF ARCH W/ (3)10d NAILS OVERHAN BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. END L RETROFIT TRUSS DETAIL > CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. INSTALL WDW. SCREW ANCHOR---' x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB PROVIDE TAPCON WITHIN ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 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 1 112" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED) W/ (3) #6 X 4'Y2' WOOD DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4"- NO REPAIR REO'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL (2)10d NAILS @ 8" O.C. ARCH DETAIL 4' MAX. RAD. J (CENTERED) w/ TO TRUSS TOP CHORD °�FRygN MIN. 4" EMBEDMENT AT 16" O.C. + `� �GTy V-011 5'-10" SCALE: N.T.S. SS 12 + + PLYWOOD SHEATHING JACK TRUSS PROVIDED BY + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + BLOCKING AS + ° ' WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B_B ROOF SHEATHING ATTACHED + REQUIRED"p EMBEDMENT INTO ) PER NAILING SCHEDULE ALL TO SUPPORT ° �: „ �1/4 MAX 2'_0" 8" TRUSS + SOFFIT °.. > • : .' n p #5 BAR BLOCK HEADER t SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON + ° p' 1'0 • 4 s CENTERED W/ g °° IN TOP BLKG. & BUCK 2X6 TO 2X4 2X4 SYP • ®s ° • ' ' , o 1 X 4 FURRING 8d NAILS EACH TRUSS _ KNOCKOUT / > :� ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10d CONNECTOR °� -I - y NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE B PROVIDE (2) MIN. PROVIDE 2x CONT. W/ (3) MONO FOOTING _ _ , • .> ° 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—/7 SCHED. LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 - CLEAN FILL 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT DIRT ? Z TO BE INSTALLED BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL ° STANDARD o A. , SCRIBE (NOTCH) BACKSIDE 7/16 OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN ° 90 HOOK iN TO FIT ARCH CONNECT W/ START OF ARC IF TRUSSES USED) W/ (2) #6 X 4%' WOOD FOR OVER HANG FILLED CELL, - - - �, �� 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") . _, • L . . L, V _, . ,, BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE (2)1 /4" X 31/2" TAPCONS AT 16" ', INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. � �� �� �� �� � � �� '� � � �� � � �� "� sk ANCHOR INTO ARCH BLKG. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS ARCH DETAIL K 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" = 1'-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY 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 PER ANCHOR 9 a. PANEL ) OCCURS TOP WITH MIN. 3" EPDXIED w/ SIMPSON "SET" O IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 6'-0" EPDXY MIN. 6" EMBEDMENT & U) �— 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_ v NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL Ems— c��- e � a A REINFORCING AS FOLLOWS: . T < ) PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT pp a 111 a PRESS PANEL REINFORCING INTO PLACE. v Z #5x6' EMBEDDED INTO 6" MIN. LAP SPLICE W/ n ° Q EXISTING FOOTING (2) #5x6' IN CONC. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL ° cn N FILLED CELL SMOOTH. DO NO FURROW. ° o DRILL 3MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE o. . o ` . SET BAR IN EPDXY IN .^ FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP p e \ \ G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: 04 M ° I REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. _ g \ o \ H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS ° TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° \ a 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 16" MIN.01 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„ = -1-0' FOR WIND SPEEDS UP TO 110 MPH', PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. 0 !9 Z co Z z Q n t� z Ln UI v, W CQ o O w �N U �� m w ` E s = a) m M Cl) Oso " U �o Q co Nno rn U� S. v 0i Q d B D. �� s � 'D c A -1-JI N N LUV N N�z fi z 1 g LU a C tl Lti W lu QLL •..- N � • fY..�4Q w,"6 U jF`"f� :R F1yS& COM r��❑ `� V O <rj •r��i•/: ��OF�s.�'� .fie 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 seat is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com �o a� U46a: Uz 0 W Z Z �a�J F�o L� Z N3 r1 0 J W U Uj O Z 0 ~ 0 w v o � a J RVWZ< Q (� $�R LL o W LL Z w ,--I Ln LLj a 2 a J .—I LJ.J 2: 2: Q ~ o Ln M Q Z8 ZQZ m rn �%o Z _ �Lu 1-4 a cn 0 SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAM ES VERSION NO. 4n0 SHEET NO. Sis 1 I _I 11 1.11111' I FF' Al I ---..— 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 ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER USSES HIP SIDE OR BOTH IF REQ'D) C. (2) 2x8 #2 SYP wi O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 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 EXTERIOR ATTACHED SCHEDULE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS (2) 12D NAILS AS REQUIRED AT 12" O.C. MAX BEAM @ RAISED ENTRY CROSS BRACING DETAIL (TYP.) 1 HIP/RIDGE BLOCKING DETAIL 2 MASONRY WALL 4 KNEEWALL ENTRY FRONT WALL s SCALE:NTS SCALE:NTS SCALE: NTS SCALE:NTS TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS-- COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS MAX & EACH END ALTERNATE DIRECTION TYP. , c v 'v LO N 9 I 02 i 'x 0 0 LO ao E 0 J c� a 00 _-'--/—WOOD TRUSS A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE:NTS C� TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH V I_FJ 1 11 14 TB I PRE-ENG. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — CHORD AT ALL HAND FRAMED AREAS TYP. DIAGONAL - AT 8'-0" MAX TRUSS TIE BEAM SIMPSON LSTA18 VERTICAL SCAB 2 x 6 w/ (12) 10d NAILS SEE PLAN SIMPSON HUC410 w/ (14) #2 SPF 48" O.C. W/ (4) CENTERED AT 16d INTO HEADER & (6) L. FOR CANT. 10d TOP & BOTTOM SPLIT TO TIE 10d INTO BEAM - SEE OR SIMPSON H2.5A w/ BEAMS TOGETHER ROOF PLAN FOR MORE (10) 8d NAILS INFO COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM 2X4 CONT. AT—/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING 3 SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT VARIES ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 2x4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d TOENAILS TO TOP —✓t—� COMMON TRUSSES. SEE TRUSS PLAN PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION NAILS TO TRUSS SPF TOP INFORMATION. BOTTOM CHORD PLATE VARIES SEE PLAN FOR WALL LOCATION " MIN. 2X4 #2 SPF STUDS @ �^ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & ti (3) 12d TOENAILS TO SEE PLAN FOR PLATE BELOW TOP OF WALL MIN. 2x4 #2 SYP P.T. PLATE °. W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE o 16" O.C. MAX. INFO. ° SECTION @ ENTRY 8 SCALE:NTS SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN FOR COLUMN SIZE INDICATED ON BM. & ADDITIONAL INFO. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SC EDULDE/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT rA SEE ROOF PLAN FOR BEAM SIZE & SCALE: 3/4"=1'-0" CONNECTION INFO. BM. SPLICE OVER CL� CENTER OF POST A A SEE PLAN FOR / SIMPSON MTS18 w/ (14) —� 10d NAILS TYP. U.N.O. SEE PLAN FOR CANTILEVER IF SEE FLOOR PLAN FOR INDICATED COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) C. CORNER SEE FOUNDATION PLAN FOR MORE INFO 5" COMMON BM. ATTACHMENT SCALE: NTS 1; EXTERIOR SHEATHING 2x4 STUDS w/ SIMPSON v ATTACHED PER NAILING SCHEDULE SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. ti 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ - — X — (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. - 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE:NTS SEE VS5 FOR ADDITIONAL OUTLOOKER INFO. IL' GABLE TRUSS 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM MIDDLE 8d NAILS AT 4" O.C. SEE PLAN FOR VALLEY TRUSS INFO. Ah �—• MASONRY WALL BELOW: SIMPSON a.. HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN a (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS a COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE �� SCALE:NTS 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3)16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED W/ (3) 10d PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. SIMPSON LUS26 w/ (8) 10d NAILS OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 4 1/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: NTS —f 2x STUDS @ 16" O.C. ti w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP v 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS y EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL LOW ROOF/WALL STUD) SHEATHING ATTACHED " PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d NAILS @ 16 O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x y 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. / PLYWOOD FLOORING LOW ROOF TRUSS W/Lxz (2) 2x6 BLOCKING UNDER FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE:NTS DETAILS & SECTIONS C z M —o z z Q a u, z to 0 a--+ w r6 0 �U — 0 w t� pyE 1 N M m N LUOO E (D M 2Cn = g? 0 CN O o 0 _9__u'moo v C o �no �Qo N �O � Val N C' c U'ul Z W N az z O W Z V¢a�� 3� _ �' ¢ it o �1,�/rq,' P"k,"i :•-1 Oaz _ jP�4✓ c� - ram`- '•. p ; , Ltj IF To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. L E N N A R 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 WWW.LennarTampa.com ;Z w� ZZ W ¢ .e Ix Uzoo Q zZ z w tiaaEJ QU) "o Ln i 0. 0 zz jz �./ w �3 2 T-1 U) z O 06 J J W _ no J Z Fo he r- In N p _1 a U '5 m J V LLI O $ N � Z �5�ogn Z '"i Yo�o ��ir� J Lr)R r-1 LU 2: Q LLJ Q Z 9 Z 8 �a 1<_ Ln Z ��,/� W 0 0o g U = J SCALE: AS NOTED DATE : 10/2/2018 TECH: M)AM ES VERSION N0. 4nO SHEET NO. D1 ___I I J__L_A II I 1_ II I _' [-1 -A I 1 S LO O 0 01 M I I- 0 00 N N a WEATHER RESISITIVE - BARRIER HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weat THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER S DO NO- BOTTO FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW WEATHER JE BARRIER & 1ARILY SECURE EXTERIOR SHEATHING WOOD FRAME CONSTR. SELF -ADHERED FLASHIN BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOIf UNDER DECKING ED FLASHING (SEE DETAIL WP07) on LASHING WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING - 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-l" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHER J IYIIIY Q O SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING PATCH HERED FLASHING 1 2 4 5 WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH V� Q SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER ■' MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED FLASHING SELF -ADHERED FLASHING SCORED RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) rN ®RN SELF -ADHERED FLASHING INSIDE CORNER Ground SELF -ADHERED FLASHING Elm SELF -ADHERED FLASHING ■ •FOUNDATION WEEP SCREED DECK JOIST OUTSIDE CORNER ' • �o Water Resistant Barrier Lath Sheathing Stucco FLASHING REQUIREMENTS R609.1 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. R703.2 Weather -resistant sheathing paper. One layer of No.15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.4 Exception: Omission of the water -resistive barrier is permitted in the following situations: 1. In detached accessory buildings. 2. Under exterior wall finish materials as permitted in Table R703.4 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.6.2.1 Weep Screeds A Minimum 0.019-inch (No. 26 Galy. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 Detail Instructions Refer to the number marked as 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 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance . with ASTMC1063 Building Paper ' 7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor tP� Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL NOT USED 91M01 NOT USED "ism NOT USED ■ SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all CD _V Z M _ o Z z Cal Q Cl- E3 U) z V) ID Q) C +_J w f� cn YV Ow aD o �V) U o^ m N W -- - 8 C M TaM L0 CD L`w U � o (n Q M S. � �i Q o Al B D. \��8 1 N �O 40 ♦) M N U) Z W z �' Z j LL t v W a r m a i g Z 0 coo rng Y E N m UMZ � a Z W N ¢ M Ca oC3 U o WWW.FDSENG.COM 0 CV CV 0 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com so �o fa w¢n'a- U Z 6 Cr 0 U Z W Qc p Z WW OLL N i Q Q g V) c/�� W � Q V L M �� ^' ` ' w / � I.OL- N 3 � p 0 -0 '� O "d W U = LLJ g . >? I- Y Ln F- r4 /dam 85 W � J Co � fV �aa< Z �0�0 Z J Lr) 5 Q LV Q z < Z $ a " gag Ln co � z m O oo Z g = < UJ rn ,-i a to o SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAM ES VERSION NO. 4mO SHEET NO. W P 11 I I I I ' I' I' VIIIII1 I I I - - I I- , I SIMPSON Strong<•Tie March 20, 2018 Re: Wood Construction Connector Compliance for 2015 International Codes & 2017 Florida Codes To Whom It May Concern Section 2303.5 of the 2015 International Building Code (IBC) and 2017 Florida Building Code (FBC) specifies that joist hangers shall be tested per ASTM D7147 Testing and 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 mood 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, we will apply for Florida Product Approvals. However, reevaluating a large number of products will take time. While manufacturers work with product certification agencies to update their wood connector evaluation reports, we recommend that building departments under the 2015 I -Codes and 2017 Florida Codes continue to accept code reports showing compliance to the 2012 and 2014 editions, respectively, until July 2018. The information in this letter is valid until 6/30f2018 when it will be re-evaluated by Simpson Strong -Tie. Please visa wwwstronotie.com for additional pertinent information. If you have questions or need further assistance regarding this matter, please contact the Simpson Strong -Tie Engineering Department at 800.999.5099, Sincerely, SIMPSON STRONG -TIE COMPANY INC. 16P4 Keith Cullum, P.E., LEED AP dvdBDW Engineer, Southeast U.S. Branch Page 1 of I S npson Sheog-Tie Company Inc. 2221 Country Lane McKinney, TX 75069 Phone: 972.542.0328 Fax 072.542.4139 rrMw.stronalie. com < USI' Coraustorte > < amps" Cormactors > uSP Stook No. RotldsStolineld, Pt od"Apptovd No. &Aki**OReprt 861111111 i211111d3 Simpson Stook No. Flodda'Stalleolidie Product Approwt EvrhuWOAReport A3 FL17244.1 ESR-3455 A23 FL104462 ESR-2606 HD210.2 FL17232.3 ESR-3445 HU210-2 FL10856.4 ESR-2549 HD212-2 FL17232.3 ESR-3445 HU212-2 FL10856.4 ESR-2549 HD216 FL17232.3 ESR-3445 HU216 FL10856.5 ESR-2549 H0216-3 FL17232.3 ESR-3445 HU216-3 FL10856.1 ESR-2549 HD26 FL17232.2 ESR-3445 HU26 FL10856.3 ESR-2549 HD28-2 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 HUB10 FL10856.10 ESR-2549 HD0410 FL17241.7 ESR-3444 HUCQ410 FL11468.11 SIM200804 HGA10 FL17699.1 Evaluation Report HGA10KT FL11470.4 SIM200803 HGAM10 FL17699.1 Evaluation Report HGAM10KT FL11470A 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 FL1149&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 HTWM18 FL6223.2 Evaluation Report HTSM16 FL11473.11 SIM200802 HTWM20 FL6223.2 Evaluation Report HTSM20 FL11473.11 SIM200802 HUGT2 FL6223.3 Evaluation Report HGT2 FL10456.18 ESR-2613 HUGT3 FL8223.3 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 FL10658.11 ESR-2549 HUS28 FL17232.6 ESR-3445 HUS28 FL10658.11 E R•2549 HUS28-2 FL17232.6 ESR-3445 HUS28-2 FL10856.11 ESR-2549 JL24 FL17232.7 ESR-3445 LU24 FL10655.103 ESR-2549 JL28 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 FL10655.112 ESR-2549 JUS28 FL17232.11 ESR-3445 LUS28 FL10555.113 ESR-2549 JUS46 FL17232.11 ESR-3445 LUS46 FL10655.118 ESR-2549 KLEG3 FL17241.15 ESR-3444 LEG3 FL10667.71 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 LTT20B FL11496.3 ER-130 LTT131 FL17219.2 ER-0200 LTT131 FL11496.3 ER-130 LTW12 FL17244.8 ESR-3455 LTS12 FL10456.29 ESR-2613 LUGT2 FL17240.2 ESR-3447 LGT2 FL11470.7 SIM200803 MP3 FL17244.22 ESR-3455 LS30 FL10446A5 ESR-2606 MP34 FL17244.23 ESR-3455 A34 FL10446.3 ESR-26M MP4F FL17244.24 ESR-3455 LTP4 FL10446.19 ESR-2606 MP5 FL17244.22 ESR-3455 LS50 FL10446.16 ESR-2606 MPH3516 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 FL17244.18 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 MTW16 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 FL578.2 Evaluation Report MBHA3.5&11.25 1`1_13904.6 ESR-2616 NFM35X16U FL578.3 Evaluation Report MBHA3.56/16 FL13904.6 ESR-2816 PAU44 FL17239.13 ESR-3449 HDU2-SDS2.5 FL10441.4 ESR-2330 PAU66 FL17239.13 ESR-3449 GLTV3.518 FL10867.8 ESR-2615 PHD2A FL17219.3 ER-0200 FGTR FL11473.2 SIM200802 PHXU3516 FL17241.20 ESR-3444 CS18 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 FL1723&3 ESR-3448 H10-2 FL10455.7 ESR-2613 RT18.2 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-3446 H8 FL11470.3 SIM200803 RTSA FL17236.3 ESR-3448 SP1 FL10456.41 ESR-2613 SPT22 FL17244.30 ESR-3455 SP2 FL10456.42 ESR-2613 SPT24 FL17244.31 ESR-3455 SP4 FL10456.43 ESR-2613 SPT4 FL17244.32 ESR-3455 SP6 FL10456.44 ESR-2613 SPT6 FL17244.32 ESR-3455 SPB FL10456.45 ESR-2613 SPT8 FL17244.32 ESR-3455 SPH4 FL10456.46 ESR-2613 SPTH4 FL17244.32 ESR-3455 SPH6 FL10456.47 ESR-2813 SPTH6 FL17244.32 ESR-3455 SPH8 FL10456A8 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 F1.17232.16 ESR-3445 HGUS5.25/12 FL11468.11 SIM200804 THD410 FL17232.16 ESR-3445 HGUS414 FL11468.10 SIM200804 THD412 FL17232.16 ESR-3445 HDQ8-SDS3 FL10441.1 ESR-2330 THD612 FL17232.16 ESR-3445 MSTAM24 FL11473.19 SIM200802 THDH414 FL17232.17 ESR-3445 MSTAM36 FL11473.19 SIM200802 UGTS3F FL2033.1 Evaluation Report MSTCM40 FL11473.19 SIM200802 UPHD8 1`1_17219.5 ER-0200 HHETA20 FL11473.9 SIM200802 - - LGT3-SDS2.5 FL11470.7 SIM200803 - - LGUM28-2 FL11473.12 SIM200802 PRODUCT APPROVAL SPECIFICATION SHEET (2018) March 28, 2018 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) FL20461.1 +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461,6 +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.9 +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.14 +87.01-67.0 psf ThermaTru Classic -Craft and Benchmark FL15225.1 +67.01-67.0 psf ThermaTru Smooth -Star and Benchmark FL15225.5 +67.01-67.0 psf ThermaTru FiberClassic, Smoothstar, ClassioCraft, Rustic FL7640.1 +67.0/-67.0 psf B. SUDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/40.0 psf PGT Series 5570 FL25 L 10 C. SECTIONAL Clopay Building Products Residential VyindCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psf Clopay Building Products Residential WindCode Doors W5 (16X7) FL15279.53 +30.0/-30.0 psf Clopay Building Products Residential WndCode Doors W6 (8X7) FL15279.85 +38.0/42.0 psf Clopay Building Products Residential WndCode Doors W8 (16X7) FL15279.102 +37.0/-41.0 psf D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.0/-55.0 psf PGT Series 5500 FL239.7 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.0/-50.0 psf C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.0/-40.0 psf PGT Series5520 FL243.9 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A PGT Series 5500 FL261.1 N/A E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and 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 B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328.6 N/A C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 NIA 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 - F1.7849.28 N/A Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A F. METAL ROOF Gulf Coast Supply & Manufacturing, LLC 0.032" Aluminum GUIfLok 16" wide roof panel FL11651.2 R3 NIA 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn- see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A MTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FLB527.5 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. I APPLICANT SIGNATURE DATE Qi in -Cu ++ U N � O 0 .0) U C O c O O Q O W O U_ .N Cf) -0 CD E L O L Q CU 402 ''� Q a z W J ^W W V \U O CL U O 0_ W'^ ' /V�aI� \V m L W Q CD z J z a J CL SHEET NO. PA 1.0. - -6-0 +� > (� Q Florida Depatrnent of Business & Professional Regulation Building Codes and Standards P,s„ 1m=141 Product Approval Application Detall Florida Department of Business & Professional Regulation Building Codes and Standards Pap I I/ermle Product Approval Application Detail Florida Department of Business & Professional Regulation Building Coda and Standards Pas., 11s291e Product Approval Application Detail Florida Department of Business & Professional Regulation w9e+a2 Building Coda and Standards ,1ermle Product Approval Application Ostall L L � Q O � C /L -0 1 ' ^ 0 v � = � Con VA J1 � ��J O/1 O L— O O � O 1 , L.L (� O o O •T� - v E � � L �• CCo � (u 11— -e--A v, (� ICU / O IL �- Sadl LIMM gam gri 2MLbaft gri Loa YIWm Gawm lminKkwgm Yrimw & Ydood MhwlYd d3%samim.l Approved ima Revision 2017 Theron-Tru Corporation Ric* Wright Lyndon F. BWrdtlL P.E. Ryan J. Kkp, P.E. 10V162017 07/1Z2017 /O/18/J017 1Z171t017 Approval Carpoy: Exterb Doors (419) 26&1740 PE-43409 (813) 76745M irbCeepry: BwMglna Exerbr Door AaarriDea d*-Grwbbecaau6ate. Ca $ 9rla Wank Evaluebn Reportken s won FloridaYE n0 ArdWed or a LkNwd Florida gineer FLO204itt4t2 produce; gwAk Am Am�1ba Amrovetl mLlm! local! gran Mon faplwdiNfotlm orb MEN gwwgLnm � ftN 1 a7lnsma-Tn Fiber-C4Mb ad 8nwoEfBlar Namhal8Wa;88quokNaNrrgedBgwk Oppw 12A71M20 No Yat alp WA ConpoeY Edge Feerylaat sklple Door C-Vomb Edge ; x rglime rftb �liQl11-Bd SgOe Cwmis ilri Qri goePNmN gam Luc V.amn IlaDldemoc faOYM .NIrM-allror YammON�t YaYOWd awnmw �dNmw Aoarelad am& Revhbn 2017 Calag o r. Corporation Rick Wright Lyndon F. SdeNtlL P.E. Rya J. King. P.E. 12132017 1Z132017 7221/M17 Padbrp FDC Approve�Y: Catepwy:EWdor. Door (419)2W1740 PE43400 (813)76745W Mbhlegory: 8varpeng ExMbr Door Asaenblat rkkwwwOkgeona8ante Compliance Metlnk Evaluation Repot goons ant' Fora onceReg M red Arakelu a n RepoLiomart Aim a Probatbnd Engineer EL�i liwt EwmLa � 21k gdbnwpe Gri tie! YlWpe magaisigglist Sawa 00daeLLWL Validaedev Yddad MBOMw FOCAYYrrowd Approved so" RevWa 2017 TMnrr-Tn Comorabn Rids Wright Lydon F. &Amgl, P.E. Ryes J. 10% P.E. 10115=17 07/1202017 10HBr2017 1Z12=7 Approved Caegmy: Exterior Dom (419)26&1740 PE-43409 (813) 757-OM pn�bCr•g•rY: stwrgarg Exterior Door Ae lrba« ddlwerivem000«unMa. FloridaCnos Msaak Evalumboa Ropod horns neon MY �r Inept or a LbsaW FkMa E6M2ful2b26" �IaO.Aruwrl Aegai ndlrlme ANro�or U, k=w ➢rim Aw Pm&m Model. Nueba er or NerCornmeal EmicaRlon Deb I1mm ouhkwomAa gnbom PnmN a 1. 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P.F. 10/16R0,7 07H22017 10162017 1Z122017 Approved Calgary: Exterior Dom (419) 2a&1740 PE43409 (813) 75746'b anrbCatepry: Shun:: g alumdoEdildor Door Aeroma Mardnwbbgcenruearfs- C•1wPprla Ilallok EvWatlon Report from a Clint RepYMndProlimeormil n or a Licensed Florida E1#2M74t2P[oduces gMdkAaopem ARRMnWMLgN Ao�gr Iomet 21NO i1Nl PmOYr MNdoVm raubdAmimUL21al K= ZNWLUM gemwat Eon 6 old 1. 71remr-Ton F6w-0IaWc Smooth -star Nominal86i3Q;68QuotNOMnpadBrlwC Oozed 121J12020 No Yea No WA CompaBe Edge Fbergea Single Door (krwtvmuwmmw. X aodBW ration) � Sant Lope(J)[ gale Wm QalebmN got TJma Yad= Mm/sperr gawm Edm[llmam riildwkM Yalmww MOM" FACAa®ral Amomd Mror Review 2017 Tiama-Tm Corporation Riok Wright Lyndon F. Sdxnldl, P.E. Ryan J. King, RE 121132017 12M WM7 12/21=7 P.Mkrg F8C Approval Category: Exterior Donn (H� 17b PE-43409 (819) 7674665 �po�te' anfuCelpary: Method: E Exterior Door Report Gomparp Wtlrok Evaluation Repot hom a Can ft. Florida Registered Ara6ed or a Licensed FbrM. ProbabrW Engkaer 6 FLAM &IIJ2 fatl! answr gam Gam blebadfon Qom mm � � YI�.�C YlQ�md !B� aGA®@1� Alienated all" Revision 2017 Tlrrma-Tu Corporation Rkic Wright Lyndon F. 8r/ndd1, P.E. Ryan J. Kind, P.E. 10/167N17 07HZ2017 10/1BrM17 1 Z/Z2017 Approved hsagary: FipMr boat Nt%2r-17b PEJY109 (819) 7e74666 b�vkq�E dE� art *-. Cornftir Florida Regbo.W or a ProbationalEngaler FL gl�Aa®0N AaQ 4ma Aaa�1d�L49a 1®Efd Grp Mat f�d.13lr2M .Qwe I,mvmzg,at Yet BBa O WA 6gwttbn-alp b Door t ONzed 12rJ12020 Ile Y« alp WA 11 n. Tlwms-Tru FbrLlaabb ma &rcdhSler NanlnY le Edge CamposW Edge Fbargiaat 9grgia Door (kwAworatwkq; X Conywation) 13lMilt�2 teal EolLa om 20 ROMWAM gale Lap h!>Omp himm aBIiYwLilkam YMMww.®L Yaldrid SWENM ®ilmaim d A02MM9 tags Revision 2017 Tbema-Tm Corporation Rick 290-1 Lyndon F. 8dem0l P.E. Ryan J. King, P.E. 1 Z73/M17 1Z13rM17 72212017 Cebgory: E'Osrior Doan U19) 2B&17b PE-4340g (813) 7674536 � FBC APDr aubCaYgory: Swinging Ercarbr Door AssenWlime rki:wiirwDlOpwrrsueab. CorrplWns obvw : Eval albn Report rom a Don PnofaaafonY Engineer Florida Ragimilared bed a a Lkxxipd Florida Mal 1 a. Tkrra-Tro FBrarCWafa end 8rrno8n5W 9ual®LAmllaNt NomeW BaRM;B &guptNOMnp«1&quot OOaguus 17A12021 C-m-Ing haviEdgg; x 00-at Single Dow (InwYpbutewYp; X oodpuratlon) A Smk A,,—,dAS, mk IOB10 I.W G! gwwdL mz fmffimw No Y« No gem pineelaN W 1N! 6 I. Th—Tm FbrCbab and SnrootlrSYr gmeoLa�Am�tolhe Noand 8803" &WAt.Non-erpaMquok Opagw 12/311=1 Cap«ia Edge Fpagyat B4pb Door 0newkn9balawWq; X cenSpurMbn) Amo�LAW htAmzoulledirwim No Yes Isom Garin &ohm baron No WA M1L!HM 9 I. 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Product Approval Application Product Approval Application Detail fade Low Yamm musdrhoc hmsLor rand CawmLLUA xwwmaSM ILm gait gee Pews ILm Vold" idnow !!lgAagroal ABaesad Elora fade mm Y/Wm Monde feat answer Sam ammoLiu Nor MOM& Gri gam DOWaOlN INY Unsaid 9GAmonl Gam Amssad Mona RevWa 2D17 Thrms-Tm Corporally category: E1dw* Daps CompNarlce Maamd: Certlllatla Mork or Laid" Rldr Wright National ACOGI Wbn & Ryon J. Kelg, P.E. (419) 2WI7b Meapaeht hamute (813) 7674558 ddrnerabMgooau8ane, born 122012017 OI 2112017 12rd2/2D17 Approved Revision 2017 Th r Tm Cimporalbn Caleaay: Exlerbr Doom Sw4CaYpoy:SelegaeExerba r00.Aembllr CowpN—Overall: CedMatlon Mark or LWkrg Rick Wright National Aweetetlon & Ryon J. King, P.E. (416)26&1740 management bstllue (813) 7B7-OW dWv®rwbbMpooraukan Dorn 122=17 06212017 122220/7 Approved gada mm Ylyd R«hbn 2017 r YMndors ..it Doom Coon vary: Exterior Doore Emir Branton EoomemiLmem YalWamd.mL Bond Brlper Luis Roberto Lanes Seven M. Urdu, PE (717) 365-M PE42514 (7M 3174464 gri gri YatlNlw MBWMtl W132017 08/112017 Rolm" Ra FIQ.AmrarY eNroua 09/152017 1011D2017 AN" Approved P1t11Ht�d raft Ina YfwIN RwWw 2017 ammo MI Windows aM Dom CtlWaoW. Enter or Sad 1peImtL6mrN YapewML®I Brat Slangier Lull Roberto Lonnie Steven M. Urbh, PE (71713863300 PEd26,. (7,7)s, 7-8454 gri 11ri imY.itJOwN 20aaoctee•ry:SwkrgingEAK1orpoorAeanbate Yaltlalw MttoMw FeS.ANrovel Aggmna laana 08n 3/2017 061112017 08/152017 10/10=17 Approved subC@IPM: Sliding Etlmbr Door Asarnblin beNrgermrnwd.Can stSlor gas pvbcteg•ry:karpExlrbrdapArrMM bnWgerpemWd.Can ANminied for Im! Admired for Lke mmm 2290 OuSM AmmumminemApproved for 1 Use Angraved.for UN hoped gema CompBrw MalloiL Evaluation Report from a (U npVar Wand: Evaluation Report km a MnlEM&SUbsomm fad InWAR gwwdkt= awassis P— EMMOL2NMdMM 1, HVHZ gwrinlmY Balsam F— Florida Ragletend Architect or •Licensed Florida FgMa Reglateuad Ardpted a a Lbanead Fbnda 1 a. aqud;CWabCroR6quot and iguot1arndanark by Thrmo-TnAQLIGt 6a and 8/0 Opaque ad Gleted Flbwgkm Door wMh 12/311=1 AM wMw A SMeitat. Weaving and Oubwhng No Yea No WA 6 t. &gwtSnnodMSSr64uot and &quoteenam•rk by Theron-TruBWot are and W OpWA and Glazed Fiberglass Door with 12312021 ant wllhad Skiers. kaw:ld and OulaWrq No Ya No WA Prelasbnal Engirra•r Probselonal Engineer Approved forYN Aram d fw Uu long hwria OUSM Malnm ADW W W far UN Amrmnd for LW Mad Got= Mal 0 m f Qwl In NVHZ of 1maWm pleasant MB! P 8m In -Woolf gl�t9mi BeMiot PleasureMamhGreek Mamd� 3 420AMUMS SERIESW94lRaREINFORCED SERIES 420AU UM SOD REINFORCED OXO 12mimme 145.3/446ga009e416Wat No Ya No WA 4 SERIES 420 ALUMINUM SGO REINFORCED SERFS 42DAUAMNMSOD REINFORCED OX, 12/312016 x0, XX 96&quotx96&quat NO Ya NO WA Florida DepeMnent Of Cosines &Professional Regulation Pepe 1 or 1 Building Codes and Standards 11nole Florida Depertrtieit g Cosines d Professional Regulation Papa 10 I Bailing Codes abed Standards ,15no,e Mied of Business & Professional Regulation Pa6.1 a 1 Florida Depa gig Florida Departmed of Business & Professional Regulation Pap, of I Building Codes and Standards ItMIS Building Codes and Standards I/e/mle Product Approval Appgcatbn Detail Product Approval Application Detall Product Approval Application Detail Product Approval Application Detail BCfi "62r"U FMA3124M RM An riomn Revhbn 2017 Mmdamrw MI Vdndova ant Doors Categery: E derior Doors WbCabgay: Sedkp ExMbr Door A.—Ibas Coneiganae leased: Evaluation Report kom a Florida Repletend Ard,Bod a a Licensed Florida ProlaelaN Ernpkr•er Enter or Sao= AJW &NL&Lrpe1 Yek*tk Brat shaper Luk Robarlo Laces Steven M. lkWr, PE (717) 385-M PE-a2514 (717) 317-8454 beNrgar ii hed.co n no 20 2MLb ft got Ywdow INIBwamd BSiANfoal ABaroatl OIY1302017 =112017 06/182017 1w102017 ben! Approved Gam 996 Lone YaWm RavWon 2017 Masi Not MI Wbdm and Dons Caagay: E4wW Doors DrdCMagory: Sildkp Exerler Door Asearba. CawplYn« Iltarok Evaluationport from a Florida Replebrsd Amhftd or a Llc~ Florida PfOlamhorimE'Virrm Dim or coom EOaImLil bm YRWo" Stanislaw Lab Roberto Lonw Sloven M. UrkA, PE (717) 365,400 PE42514 (717) 31741464 bap6rger®rdwd.00m Gam Gam QadLBM" tdwmm A&Mmd E I ANMN 0e/132017 061112017 ON1620/7 Qom Amm9ad 10/10=17 a" Approved ties Lvea Vargo. Revision 2017 B Mardgmnr Cbpey BIadWp products Capwy Ca`gay: Exterior Dom Subflebgory: Sectional Elmedar Door Assemblies Mark w LWknp Mawr goo= amlrrtLm m YrlldA" Mark W Weraeb InWbk T"* Sarvlus NA, Gary Kohler (513) 7704M Inc. (513) 510-OW .Cam QUSWAmpem Qom Galt Y1Nrid libramd 11292017 OBMG2017 Aporovind,for UN ANmYld Gri Ptoria gam FAgARE" Anu>md 12106=17 lot Use loNd lard= a" Approved fault Lone Yea1N RwWw 2017 B Mridrd{nL Clopay Building Pmduds Cmpay C•i•e• y, Exlaor Dom Sub0de wr 3000O W Exterior Door AmnWm— CaarpBaae Yatllod: Certification Mark or Lading Monitor Sawed 12WNKALANM YaliNW c Mark V40dwra d Imrtak Triers 8arvkws NA, Gary M.N., (513) 7704= Inc. (513) 51%6586 OLILUV Non Mon Gri Deal pw ft Gri Midland lubm w F0CAgg®al A29MM a" 11rn=l7 00/10=17 12IDSM17 Approved AmroveIIlothme ANrtheid for Use hoped Gels Cn � a' cz NA111314114 producer, all EMaWL2MKbMRn 2209wazoalsoLow 1. mvmz QWINLd i ®straw Eorao MB! Prodded Modl. Miaellear or Marm EMOOL2UWiRWo 2edmdzuimogoao he HYM 991WLI= ammo rowma FLAII131124164 Producer Ma! 1 Produld Model. Mumnlimer a liftem, SERIES 420 ALUMNUM 800 9esCAmpem PJoduld .DR% SERIES 420 ALUMINUM SOD OXO 12/312018 I4&3148quo0=&qu of NON -REINFORCED Argioaw for Angered mLlme Mad In 1 UISMIN HVNZ 1ltlim" No Yp No got= Pilch WA Mat 2 Product carrel. NraMr or fiends SERIE8420 ALUMNUa1 SGO guidon AmNm SERER 420 ALUMNLN SGD OX. XO, XX 121312018 9B8quot0e0&*wL NON4tEINFORCED Amy Ue ANFOIO for In11m ouwkb mvKzHdtlm No Yp limped Gewo POmpe NO WA 37 O37 Na49 PAN$F161: 84A, 94, 73, 75, ISM. 190, 76. 76V, 4RST, 4RSF, SRST. ORSF, 2RST, 48.42. 6Q 488. 42B, 55S, GD64, QDW, ORES, GR55V, AR6S, ARSSV, ED68, EDl8V Steal Pan (an. 25 gad Skills-Cer (up to CO' ends) 0521=8 NANDCODE&8174; WW5 Gange Dow No Va NO -3D PSFI-32 PSF 63 053 W IWO PAN.2F153: 84A, 94, 73, 78, ISM, 190, 4RST, 4RSF. 6RST, GRSF, 46. 42, 55. 400. 429, SM, GOSS. GD5SV, GRSS, GR5SV, AR58, ARSW, EDIIS, EDSSV Steal Pa uble (min. 25 ga.) Do -Con 07 to 16-Ir 05212028 wMe) WMNDCOOEN174; We Garage Door No Yeallo a30 PSFkW PSF (D O Florida Deperbnent of Business & Professional Regulation Building Codes end Standards Ppa, ot 1 I erm/e Florida DeparUnent of Business & Professional Regulation Building Codes and Standards Pape, a 1 11Ym1B Florida Deparhrisnt of Business & Professional Regulation Building Codand Standards Codes Ppa 1 or I IIe r" Florida Deese of Business Build & Building Codes andStandardsal Regulation IMMIe Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail CIO 6tlI13124MI Soda Lens VJ=W Revision 2017 Maejamm MI Windom ant Door Cabgwy: E'dmbr Dom S bCabgwy: Sk" seen. Door Aasenrb4" Caparra Neeuod; Evaluation Report ban a MIN= gamd Lorim.Almpem Yadtlwlilh Beat swift. Lute Roberto Lana Seven M. UrM1, PE (717) 385,MM PE42514 (717) 3174461 beMngerOnNwd.can gri gri gwtPNwm Gri Yriaew ANWI" mramroal AnroIN Or13=17 091112017 ONI62017 1w102O17 lone Approved Sgds Lone riridoe Revhlen 2017 madwa=ar POT bduaes Caitgery: Eeerlor Dom SubCaego r. Slang Exterior Door Aseraata Compiarros MAnk CaMfcega Mark or UMhQ AoohLK rmmd bubmKALem vaedaad sv Dan Ruan Mlaf-Datle SCCO - CER Miad-De b SCCO - VAL (941) 4564100 (788) 315-25M d�W.can no Gwa 2OL oom mwwmd M1®Imd MICANroal 12r2owl7 I mSM17 gam Aasroed 1225=17 Mona Approved FLa1tnTJn fade Lvea Y1Wm Revision M17 MawWraaw CURRIES Dl Ww w AADG, Ind Category: Exbrbr DOpq SubCetegwy: Exerbr Door Cwnporane Caapgrpa MaYrod: CafUr..d n Mark or LWkp EwM a 22am COWWAtL4rpea )hpemmm Dab Om UL LLC Ted Senn, PE (841)1942844 (906J B88�707 deve.dedlC@raaaBby m m Qom gam MOM ambm and I I2w2017 torm=17 DwLEedlgn Gri FWA ....i ANroved 12M5=17 Elora Approved gay 220 Llas VOW- Revision 2017 MENUR I K ice Windows and Dose 8-bcd y: Y r Sine 6ahCalsgarT• Single Hung Carpaarne Yalhod: Cenaicatlan Nark a lJelanp ammlar Gmmd amlieLama V fed bd.mt stem 366ngsr Mwwfw N As oat Steven M. Dddn, PE (717) entibr00 Msrvdadunn /usorJatbn (717) 917-0454 bslleper�ldW.borri 21112. gig Dim Permits, Qri YaMrid :Nkm N fwalmat" Amman a" 1226r2017 1Z1Ym17 Validated a� — Flanitla Regiarre0 AroMIM w • License Florida H and 6 ProbalerW Engineer SERIES 420 ALA)Mla11A 800 REINFORCED gooLAeMgase EMMNLQmsdodm rackELARimiRLOW SERIES 420 ALUMINUM SOD REINFORCED X)0( 12rJ1201a Aground far UN Amtllm.0, LIM hoped 1nNVNZ gu mwe.k= 1)driw Ile Yp Re lid= Emaain WA Mel 10 SOD-W70 OW Moab W980 b Vmy18a0knp DIM Door 04/742021 1n11Y!>z �lgmi Y« Ya Relriw PJmupe Yea, WA bend 1 407, 707, 727, 747, and 647 SIrq% and Pals of Done SapswoCar>ritlmgwe Flush, Glared, ra ldnred single and Pala of 12/312026 hollow metal dom. ABBrovewm Approved hlaaQ Yes Qkukkl [lw! duped Qema grdNlORJi BiYmw FJSYN Ya Your WA MSC 2 186 SH gwe 5bM FINFWW Fina KYSG Single Hug I00082018 Approved for lommill; 21MM � � gWtWelDmi BNYIaw Poirot No Y. No Mw.60 143&quot><688tprOU gw5 Code Vemill, 2017 1.1 Cn Florida DepaMient of Business & Professional Regulation Pqa I or I Florida Department of Business & Professional Regulation Pae. I of 1 O Florida Departmentof Business &Pronal Regulation Building Codes and Standards Pap a, Von mie Florida Department Of Business &Professional Regulation Building Coda and Standards P.gs, a + Irmle Building Coda and Standards Product Approval Application Detail 141201e Building Caries and Standards Product Approval Application Detati I1 mill � A 1 Vr/ Product Approval Application Detail Product Approval Application Detail co 6N Sonde Lone Y1wmn Review 2017 MarlmNloe MI Windows and Doors �- � Caarpkann« shred: Certification Mark or Listing EdmLr fawn 11a01DmaAMOm YaYdtmtlm( Brant swngr Madan ArcAMoturml Steven M. Urbh, PE (71b• 7) US411,00 Manufacturers Aaatdation (717) 3174454 9nalpLAmtaew M1e goQwePmirg Yaealw awmiN 12/31/2017 12/31=17 Aoorommed lor Gr Ao1m! QED FSICANsymi Agrmad OtA412018 laps Qd= Amp& Approved fade Lone Ywame revision 2017 FLJ2Q4tn Produces Mmialeam POT krdutblat C•tegory: Windows Compliance, Fired Yamd: calWleatlonn Manor Lbtlnp 1ntlhLr farad a=mmLllrm Vaabtlav Dan Ru" MIrnFDatle SCCO - CER MWd-Dada BCDO - VAL (941) 48"100 (786) 3162NO drw�.com Sairri.Ammm QED a*lmmbDmp Qwe )falmw Auklow 1BGAormnl Ag®ad last 122012017 IZA M2017 12252017 Approved Approved for.lme ANromlaLlme � Art O a Glfdt arYLl[ Qom hMm 17etPNdma Q!m mm YaamD M1wdmBr Smmd CpeWw.LLmlm xwwodjk Vildrid lubm w F&CANLwal Aamslw erne. Revision 2017 Clop" Buldaq PmduW CWM" Mark Wlaler8rd Yearn' Tatting Servlca Nk Wry Mwhlw 11292017 OVIO2017 1210'YM17 Approved category: Eldador Door (513) 7704M Inc. (513) 5194{6B8 S•bCa m ory: Sedbnal Exledor Door Assemblies �.conn Coap6aae Hand: Certification Mrk or Listing FLIKLUJIM fatly Eotim.a Qlm thaw Gribow= Qw! mum mu mo Mu sdilluz GBmd inswELLUMM 1m101mdik YWN" MBmwd F,S.AMANd AmrwW AN" Revision 2017 omm Building Produce Cwgmy Mark VvasleAleb Insrek Taing Servkxa NA, Gary PkaNr 112920/7 Or102017 12/05=17 Approved CeeYary: Exterior Down (513) 7704062 Inc. (613) 51"m SubGYgory: Sedbal Exerbr Door AatabYa �ycom Capaace Mend: Cerla edon Mark or LYWq FLiMW24UPIdft Me! PmdLt Modal. Maine, ar Manor EMASLOEgkft Saw oLaumm agave I,IDQa gmwLk mz grYmw premium Mal gookidAmbiRLDO lad llul= In mvmz 910WLIAGJz Bob= EY Q ANA EMAIajbddikuNKALIM gdlEAm ABoroldlrlle AOmarommad for Use mud mhaaP gimkwLk mi Mkpem 22ME Emmaus Mal Ew 0,,ft A— cammiazwkimmam ABgn,,d to, -UN Amrieved far Use 1. mvmZ agmmLk= hoped grl= sulk w E� 1 185PW 73 x 72 hmjbftd Glace 040032018 No Yea No •001d0 9 V" Flied WI due 06*30= Yea Yet Ya WA � r� 85 005 W609 PAN-2FI53: 73,75.84A. 94. 42. 46 42B, 488. 4RST, 6RST, GOSS. GM, ARSE. ED6S Sisr Pa (min. 25 ga.) SMQ"w (up a SIT wide) 06212028 VANDCODE6d174; We Geroge Door No Yee NO -36 PSF1-42 PSF 102 102 W&16 PAN-2F153: 73. 75, 94A, 94. 42, «, 428, 488, 4RST, 6RST, GD5S, GR38, ARSE. ED53 Seeel Pan (mat. 25 ga.) Double -Car (97 to 167 0&212028 ands) V NDCODE&e174; We Damage Dow No Ya No .37 PSF PSFH1 U) U0 O L Florida Cape. h.a. of Business & Professional Regulation Pape r e r Building Codes and Standards Product Approval Application Detail V' Florida DepaMnsit of Business & Professional Regulation Page I or I Florida Depwtrrmt of Business & Professional Regulation Page I a, CU Building Codes and Standards Im mle Building Codes and Standards 115201e B,[tt!!!! 921111 arm or 20 go Dab Pariffir, 21ft Product Approval Application Detail Product Pp��n Detail w Y oe uma Revision 2017 Mmdram Theme -Ton Corporation Sawn EoolperALem YallimaLk Rick Wright Lyndon F. SrJunbL RE Rya J. King, P.E. Yaldrid Mtr®Mw 101182017 10flOW17 G 17Ammyw Apemnd 1022=7 121122017 Mee Approved Ctlpory: Exteriorm Do (419) 2MI740 PE-43409 (813) 7674666 Uj h tape ITN Ymmo RevWon 2017 MNsf amm POT kidu$W" Cetegpry;VWMava BCaYpay; singe Hung rb Compllre a Hand: Crtl6orbn Mark or LWYq Ar b or Sawn EpemmLaim m miliomm Dan Ruark Mlrrf4)a. SCC0 - CER MWnFcaca 8000 - VAL (041)Ie89100 (786)315-259D dnv�rM duaM.com go gam Dow, Pending go iddod AWN M FMmrgnl Approved 12202017 12MG M17 I2262017 MNa Approved 19 cab Mum Vadn Revision 2017 Mamallux MI Windows end Dom Csl•g•rY: Wbcaws u s bcategery: Hodmaml Sid. Compliane Wood: CraBcetion Mark or LWYp grow or rdm m faMOAKA10m Yabomm m( Brents66or America ArrNltcaurel &wen M. Ukiah. PE (777)365J300 Ilerxdealrars Aaeodaben (717)3174454 osMnparOnl►vd.am lam 20 Dab Pamawo Ywtlrid MBwMw PVC Aboriginal OIM Mt6 01/03=18 pave ANmnd lmaa vowism 6 Mna : Swinging Fkad Dopy Aaeerr Waved Evakrlal Report aar11. 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PA 1.2 -- Florida Department of Business & Professional Regulation Pop 1 of 1 Florida Department of Business & Professional Repletion Ptge, a 1 Florida Department of Business & Professional Regulation P.pe 1 a 1 Florida Department of Business & Professional Regulation Ping a 1 Building Codes and Starederds 1a/m1e Buildng Codes and Standards if5rmle Building Codes and Standards 1fs2b,a Budding Codes and Standards lame Product Approval Application DRUM Product Approval Application Detail Product Approval Application Dotard Product Approval Application Detail FLAYMS I go Drat vonim lauka ➢aa 20 20JM" SaamMrl t CA=mml sae homut AN" FMINY&fm 296 Time Yearn lhmdMOe[ EalMLar 2mma Ear9lmalraoM Yelaeml gate gri D@bP@I Sm Y11rMd roam" EwL mmet gee ARROW ARM RmAo764i 2mM 1011111 mou" mambom Eal11Lar E9ammiIIl Yrire.il gait Ylaorm pelt mamam DWPOnd o ra2ea®,fl eat a®l sk" PM79Nal tea Tim Yemen rmlltmor EaLMs sd9hM mallrctL7MOM YaMaaMal 20 gale 20LEMON YmarM AWN" 1,2emmal gall ARROW Mara ftealcn 2017 Bore ROD" / Mwft&dsea Category; Roof, ariCabeay: Roueq Toro Cawpftm MaBad: Evaluation Raped from ■ Product Evaluation Ebb' Thomas Joe a IAPMO uniform EsakiMbn Gary W. Wagner (502)200.22M SerAm LLa (M ""ISO tics, Onvrat*bDmL= m 10118=17 10106=17 1021f2017 Appris all PAVMM 2017 Global Prebcas Pteducb, LLC. CWaery: 91aaM auOC+baory: Siam Pat ab 1oa*11 - Maanod: EveMpdon Raped from a Fbmdo Reaelaed Amhbd or a Lfanstd Florio Pmbnbnel Ell~ Tkn Robinson WOW A. Tat Jr., P.E. John W. Knstevieh, PE (954)6W758 PE-44187 (064)772-0221 anrobNwmOODPsntocra OWNWII 0121=17 09n 1rm17 i2fI2/2017 Approval Revision 2017 Global Problem Pmduft, LLC. SubC bg y:Stor camera sse Storm Pants CespBruoe YaYned: Evakatlotn ReOartGlom a Florida Registered Architect or a LbKWW Florida Probational Engineer Tim RobMern WOW A Talc Jr., P.E. Jahn W. Knestetch, PE (954)8e-7645 PE�t187 (984)7723221 tlm�cerrn 0910612017 0//312017 09111r4l7 12/122017 Approved Revision 2017 N American ShUdin and Glsst Caleery: CoenPeence Wtled. C•vakallon Report from a FToctoa RyMMnd Architect or a Licensed Florida PmWbnY En ~ Mee Bebari Fro* L serenade, RE Troy Bishop, P.E. ) 1 ) atmWb@� aYmenkrndnnAb 1020=17 RoAp* tTIIB4MIl Roduces am! 20 Product Moded. Saxony OW -shoes aemp: Bate gmdkA lone POdudDsewhOm Fig Woft -LMre, CA 101042016 Assawaroid for UM Amramdfor Lt, In HVHZ gmuwLk= No Yes h01r W!m ImhOW Plsm WA WA Lmi 1 20 Gape G@Wwdmd Sant Senn ParatAlV/Q 9elLhW P. 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(205) 599-0100 gale loom 10r192017 no Lmmam 10/192017 geMEeOm ZWAottal gat amlmmd 10222017 LMM Approved FLM1a741a 2991 mm Yemen Revision 2017 Hldob Msmdsai Mlles industries, kw. SubCol C=WN port': Taw Pi" tt CespNMethod;Evaaluation Raped tan a Metlro Product EvMalbn Ergo' LlaMllr ached Lm mffAimmu Y1Ndmkdml 0avkf Wert ICC Evtkown Service, LLC ICC Evaluation Service, dwer�na.com (205) SM-9800 21M sae gWPWNLm Ylilem Lmmlltl 11GAmraval 10n92017 110119020117 gat animal 1022=17 Lltlae Approved !ma 1 Product L Humbor car Houses MINKS ONIOLAS m 8mOh9Madrm 2ehMEehlm2ee 18 ga weer high$ON*" lust connector Paso 01A12023 em. ,it far use amma0far 1m In14M gmumLb 11Z Yes Yes hlaal BehW WA OEM Hein WA Ant 2 MB Is gWMLamomM eb rm 2MUEMLa 1s go. 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Number a Nara Quietly Assurance $ Contract Expiration A-owd for Use ADOd for Use row_ Date �(�j outside XVFQ Impactgyj(� Resistant Pressure 2m mm Yew Revision 2017 Wayamaeraer Cabyoy. 86uMival Cra poneate SubCs%Wf Ensinearread Lumber loam gggy �j� Xwddm � Rob Reldato M Evahaa m Service, LLC J+mae A RDN wr, P.E (t63) 9248471 (808) 830-1344 am 20 pmbpwAum YANOW a mmE M WAORMW 011272017 0=012017 20 Argentina! 0710302017 rim Appravad Seat Tye mum= Revision 2017 mmudm Ot Weyertneswer Carew. 9budret Components tuhCabgwy: Ergineetee Luber Enter a 2fmMM larlheLalJMma Ylmrlrimi lob SeMion 10C Evaluation Service, LLC Jarnea A Resistant, P.E. (253) 924-6470 MM OW1344 Ro ortBoww6wmeeyema 20 gat om!pwAka Yeartl Lemee ta2Ammie 01111 017 01r202017 21M Agwom 07103=7 AN" Appnw+d jypg Revision Srglt Vixen 2017 MaDNatiarar Gulf Coal Supply & Manufacturing, LLC. Category: Roofing Subcategory: Metal Rooting Entire or S2lliki Enoln.e & Llcerxe VMltlated a Eno David Daniel S. Kuhn Locke Bowden P.E. (352) 498-0778 PE-75519 (3341 300-1800 InfoagulfcastsupMy_oom gag gag VaI1dMW 10/12/2017 10/102017 _ Data Penarm FBC AwroVM 10/172017 20 Aoorowtl 12/121W17 Approved 18 19 20 26 Ga. G1mPBR 26 Go, GUNPBR 26 Go. G111PSR Min 26 Ga, GuVBR Rod Panel over lx4 Wood 04/122024 Purllns over t lfPqud; Plywood Min 26 Ga. GumP8R user 15/32&qua; Plywood 04/122024 Mar 26 Ga. GuffPSR user lx4 Woad Pun- user 04/122024 15/32&qud; Plywood Yes Yes Yes Yes No Yes N/A N/A N/A +N/A/ -151 7PSF -NIA/ -154 7PSF -NIA/ -151 7PSF CeepWas Mot ad Evaluation Real from a Wad11l Evaluation Enay owr.am Compliance-- I Evaluation Report from a Product EVakletla End* alaa.con Compliance Method: Evaluation Report from a Flonda Registered ArMhect Or a 1.1-S&tl Florida Professional Engineer 21 22 26 Ga. G111Rib 26 Ga. GuhRib Min 26 Ga. GulfRib war 10 Wood Puriins wer 04/12/2024 qud; Plywood Min 26 Ga. 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Gun" lb over lx4 Wood Purllns over 04/122024 Yes Yes No Yes N/A N/A -159.2PSF +N/A/ -164.2PSF +N/A/ aver 15/12&qud; Plywood -108.SPSF 15/321qud. Plywood -123.5PSF L 2 00328qud: Aluminum Gulf Los Mn 0,032&qua: Aluminum Gulf Lok 16&qua; Wide 04/122024 Roof Pend over 15/32&plot: Plywood No Yes N/A +NIA/ .116.0PSF 26 29 Go. GalfRib Min 29 Ga. GuffRib wer 15/32&qud; Plywood 04/122024 No Yes N/A -NIA/ -146.OPSF 3 4 1&qud; 2498. Gulf Snap 1&qud; 249e. VemaLoc 1&qud; Gulf Snap 24 Ga, 179qua: wide Roof Panel 04/122024 over 15/32&quot: Plywood t&qud; VerseLm 2498 16.5&qua: Vide Roof Panel 04/122024 over I5132&qud: Plywood Yes Yes Yes Yes N/A WA +N/Ai-131.OPS +N/A/ .13&SPSF 27 28 29 Ga. GuBRib 29 Ga, GuHRib Min 29 Ga. GutiRib over 1x4 Wood Puriins over 04/122024 7/16&quot: O.S.B. Min 29 Ga. GulfRib wer 7/16&qua; O.S.B. 041122024 No Yes No Yes N/A N/A +N/A/ .101.OPSF +N/A/ 116.OPSF 5 1&pool: Versalac 032&Wd: Aluminum 1&qud: VersaLoc min 0328qud. Aluminum user 0//122024 Yes Yes N/A +N/A/ 15/32&quit Plywood .101.OPSF 6 1.5&qud; 24ga. Gulf Snap I.5&quot; Gulf Snap 249e, 16&qud: Wide Rod 04/122024 Yes Yes N/A -NIA/ Panel wer 15/32&qua; Plywood -116.OPSF search Criteria 7 1.59qua. 24ge. Verseloc 1.5&quot VereaLoc min 24ga. 16&qua: wide Roof 04/122024 Yes Yes N/A +N/A/ 8 9 10 12 13 2&qud; 24ga. MegaLm 24 Ge. Gulf Lok 24 Ga Gulf Seem 24 Gen Gulf Seem 26 Ga 5V Crimp 26 Ga. 5V Crimp Panel wer 15/32&qud: Plywood Mn 24 Ga. 2&qua. MegaLoc 16&gra: wide Rod 04/12=24 Panel wer 15A2&qud: Plywood Mn 24 Ga. Gulf Lok 16&quol Wide over 15/32&qua: 04/122024 Plywood Mn 24 Ga. Gulf Seem 16&qud; Wide Roof Panel 04/122024 wer lx4 Wood Purllns over 15/32&qud: Plywood Mn 24 Ga. ire Seam, 1 3 o,nn 15 Snap LONG, 04 122024 te&pld; VAtle Roof Panel over 15/32&quot: Plywood Mn 26 Ga. 5V Crimp Rod Panel wer 15/32&qud: 04/122024 Plywood Mn 26 Ga. 5V Crimp over 1522&qud: Plywood 041122024 No No No No Yes No Yes Yes Yes Yes Yes Yes N/A N/A N/A NIA N/A NIA -123.5PSF -NIA/ -108.5PSF +N/AR96YPSF N/AIL93 5PSF -108.5PSF -108 -NIA/ -156.5PSF +N/AF131.PSF Code Vcretm: 2017 Application Type: ALL Category: ALL Application 9latus: ALL Quality Assurance Balry Contract Expired: ALL Product Description: ALL Approved for use outside NVXZ: ALL Design Preswra: ALL Date To: ALL FL t: 11651 Product Manufacturer ALL Subcategory: ALL Compliance Method: ALL Product Model, Number or, Name: ALL Approved for use In N1MZ: ALL Impact Resistant: All Data From: ALL pvegllaO Florida Department of Business & Professional R a / Building Codes and Standards if8rmte Product Approval Application Dalall Florida Department of SUM M & Profeseloral R on Pap.1 a 1 Btl Codes and Standards ta20b Product Approval Appkisdorl DNall FLOITYa.41ii 14 26 Ga, 5V Crimp Mn 26 Ga. 5V Crimp Roo( Panel wer 10 Wood OV12/2024 No Yes NIA +NIA/ FLMII" gm mm IMmm Revtslon 2017 8 onliAmm CAST-CRETE USA, iota Calpory: Structural Components Nrow Tact cry: Produce Itaredticed es • Maus ofeernpOa�ele.am New Teleglopy Crrupers Method: CaMmOon Mark aLtel Ergo a[ Senaal EmMemilkO Y16areel Crag pardn , MW.H2ade HOW • CER Aaenn4Ded+ SCCO - VAL (513) VI-4641 (y18) 310-2500 20 20 D OPJrthM Ylalem ammtlm Pa6AMMW 11/1412017 10,18=17 20 am®nil 1121=17 a" Approved 2m T1m Ymem RevaiOn 2017 sissallegaist CommmwdM Comae Produrb,Ma Category: Stndual Component, OIdCalagOry: Products introduced so a Raoul Ofa law Tslnnaiopy Evaluationr, ,N ore'" a - Evaluation Report tans FbM+RegbMed Arrbict a a Licensed Fbma Profesebnei En9atesr Ent1ht9L Robert Oft THM N. 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