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HomeMy WebLinkAbout3277 Kresterbrooke LnINDEX OF DRAWINGS r SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 ROOF FRAMING PLAN 8 LINTEL DETAILS SN STRUCTURAL NOTES ABBREVIATIONS SN1 DETAILS S3 DETAILS AB or A.B. Anchor Bolt FIN FLR or f F 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 RA Return Air AC or A/C ADJ or ADJ. Air -Conditioner Adjustable FLR or Fir. Floor FLR SYS or Fir Sys Floor System RAG or Rag. RAID or Rad. Return Air Grill 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. ALT or ALT. Air Handler Unit Alternate FP or F.P. Fireplace FR DR French Door RECEPT REF or Ref. Receptacle Refrigerator D1 SECTIONS &DETAILS BC Base Cabinet FRT Front REINF Reinforcing WP WATERPROOFING DETAILS BF BK SHo or Sh Bifold Door Bookshelf FT or Ft. Foot/ Feet FAG or Footing REQD or Req'd. RM or Required Room PA1.0 PRODUCT APPROVAL NUMBERS K. BLK or BLK. BLW or BLW. Block Below GALV orr Galy. Galvanized GC or G.C. General Contractor RND orr Rnd. RO or R.O. Round Rough Opening — PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS or R/S or R&S Rod and Shelf BOT or Bot. BP or B.P. Bottom Bypass (door) GT or G.T. Girder Truss GYP BD or Gyp. Bd. Gypsum Board SD or SD. SQ FT or SF or S.F. Smoke Detector Square Foot (feet) PA1.3 PRODUCT APPROVAL NUMBERS 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 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 Clg. Ceiling HS Hard Surface (flooring) SPF orS.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 SQ or Sq. Square COL or Col. COMM or Comm. COMP or Comp. Column Community Compressor INT or Int. Interior K/WALL or KlWall Kneewall KS or K.S. Knee Space STO SW or S.W. SYP or S.Y.P. Storage Shear Wall Southern Yellow Pine E E:1 Ll CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CT Continuous L, Lavatory LF TEMP or Temp. Tempered or C.T.Cont. CT or . Ceramic Tile L LF or L.F. Linear Ft. THIKN or Thik'n. Thicken a El D or D. DB Dryer Door Bell LL Lintel Length LT Laundry Tub TOB or T.O.B. TOM or T.O.M. Top of Block Top of Masonry DBL or Dbl. Double M GT Management (room) TOP or T.O.P. Top of Plate El DCF DEC or Dec. DED or Ded. Decorative Cementitious Finish Decorative Dedicated (outlet) MAS or Mas. Masonry MAX or Max Maximum MC Medicine Cabinet TP TR TRANS WDW or Trans. Toilet Paper Holder Towel Ring Transom Window ❑ ❑ �E�❑ ❑ ❑ ❑ Ell DIA or Dia. Diameter MFR or Mfr. Manufacturer TYP or Typ. Typical DISP or Disp. Disposal MW or MICRO or Micro. Microwave UC or u.c. Under Counter DIST or Dist. Distance MIN or Min Minimum UCL Under Cabinet Lighting DMF Decorative Masonry finish MIR or Mir. Mirror UNO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack ML or M.L. Microlam V or v. Valve (shower or tub/shower) DTL Detail MONO or Mono Monolithic VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL orV.L. Versalam OW or D.W. Dishwasher OPNG or Opn'g. Opening VTR Vent through Roof EA or Ea. Each OPT or Opt. Optional W or w Washer EW or E.W. Each Way PC Pull Chain W/ or w/ With ELEC or Elec. ELEV or Elev. Electrical Elevation PED or Ped. Pedestal PH Phone WC or W/C or W.C. WA or W.A. Wedge Water Closet (toilet) Anchor ALL OI�K _ lF ' < C; I NAT !, H 0�; L� EQ Equal PKT or Pkt. Pocket (Door) WD or Wd Wood EXT or Ext. EXP or Exp. Exterior Expansion PL or P.L. Parallam PLF Pounds per linear foot WDW HDR or WDW. HDR, WH or W.H. Window Header Water Heater AN OR ;f - t X; -,-, INANCE-9 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 FG FIN fixed Glass Fiberglass (Shower Pan) Finished PSF Pounds per square foot PT or P.T. Pressure Treated PW or P.W. Pre -wire WP WS WWF Water Proof(ing) Water Softener Welded Wire Fabric (Mesh) CD N ti REVISIONS RC -VIEW DATAN 22019� CITY O PHYRHILL ..M EXmIINER 08-20-15 1.0 NEW BASE PLAN 12-8-15 2.0 ADDED VAULT. CLG. 00 Cq 12-28-17 3.0 2017 FBC UPDATES MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES Q 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID N FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID N CODE REFERENCES ARE SUMMARIES /k irl OF CODE SECTIONS. y a a SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder &All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to N i the commencement of any work. The Designer/Engineer are not 00 responsible for any plan errors, omissions,or misinterpretations N rn oinformation undetected and not reported to the Designer / Engineer prior to 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 1941 Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without w advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. i` Z co O — co Z n1 Z d J E3 w (D(0 +—J r-) U — O wf21— Z m U I- m N 11J m M M N p M d ® q '0 � W 00 C) o 15 in a o Qrn Lnga rn Q o B D. N -CP� N ti O N CD cc?- Z �M 0 z LU a Ztia �V¢� d, QJ Q A L <Z,tS�YiJ9s �.��¢ M °' •��®moo+ e6,��l`'aS�,S'*f�f'��' .,-I (�r •• .� \ t •• d C •�fd�a�iF F�<€ I I a`t! 4�4F stk���� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition, Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. L R 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Z �o za of EF w¢°d� U'400 gMW _�LW ska'0- V W L `-' W > o O � �W U = U '0o LUogg rs k N Z Z� Q o��o Z Z �0 J LcJJ = Z r-i G Z V Q wY Q HI- Z 110 00 Z 08 m N Z _LU O 06 :5 rn ,-i a cn s SCALE : AS NOTED DATE : 10/29/2018 TECH: MJAMES VERSION NO. 4nO SHEET NO. C S 0 0 N 0 A S3 D S3 H.B.T - - OP nw -08 o0 '- SUITE B 8'-0" CLG. 00 6"DP� - - - - R&S - - - - M BUILDER TO PROVIDE W.H. APPLIANCE O PROTECTION WHEN REQUIRED26 PERFBCOWNER'S 2 CAR GARAGE 8'-0" CLG. „ 20.,0O■ f 1---- ------ I I I II II I W.I.C. 8'-0" CLG. CARPET L 7 I I I IIII ,JII 78 I I I 0 - TIE 1 MCD co 3 I 5'-4" ( N (4) 2x4 #2 SYP STUDS FIBERG W/ USP HTT4 @ BASE SURROUND 2668 HANSON A.F.F. 36" DRYER VENT THRU ROO EDGE FSLAB 2 BEYOND WALL + S3 �, I / 1 I 1 1 1 1 I/X P: u� Ull L� a ¢J K (4) 2x4 #2 SYP S3 STUDS W/ USP HTT4 @ BASE I o I p ' O Lu I w I O I I X I co I I NOTE: FINISHED c� WALLS TO BE j FLUSH. VERIFY IN I I FIELD. ----- - - - - - CC D S3 S3 I I I I I I I I I I I I I I I I I I I I I I I Fo b oi o _ 2 TYP @ 1 STORY A S3 O ^ 60"x36" SHOWER S °q' - T AHU t` d R.A.G.IT I - &S -- -- -- 4'-0"It I ' FAMILY R M I 9'-4" CLG. CARPET 23'-Og' in - - PT. W OPT. D ' 2:12 VAULTED CLG. N B TILE cOP 8 T-8" 8 o LO T-10" 10'-10g" 3068 I 8'-0" CLG. iD `t 9'4 CL3.ENTRY in ' 6" 1 V-7a3" r` 6'-10" `� -HDR AT 74' -------R&S ------ 2668 ib°° 4 -7" 8 -8" N 5'-4 I I I LL Laca 2668 - - - - - - - R&S - - - - I 14'-6" 5'-4" �' `N 7'-6" 4'-0" iv z o co in PATIO CAFE s'-o"CLG. CARPET 00 E cp I OPT. 1 _ E. , I II 2'-2" 2'- 5068 B.F. BEDROOM CARPET 4 2 M BEDROOM 3 8'-0"CLG. io CARPET 10'42" I 4068 B.F. I BEDROOM 4 8-0 CLG. CARPET in o r to _� �,o I 2'4'I"U IT -- __--_-__- �___;------- C o o �I D.W. :3 L _ _ _ J Z �, w o =�, �� O C60 w / w T Q N 6 U J - �' ITFFP - FILE SI KwIDISP / rLv / co / I ! !d• �1b P NTRY o Zw 5SH �;,TCD LL m 105 I m 2" I I o0 it TYP @ 1 STORY A TILE ■ AC PA `�' I I FIBERGLASS i16"DEEPO 36ou - O H.B. 29'-8" 25-SH EGRESS O 25-SH EGRESS O 19'-6" HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2600 PSI H$ (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 184X25 S.H. 13 20X38j 184X37i S.H. 14 20 X 50 j 18 } X 50 S.H. 15 20 X 63 18 4 X 624 S.H. 16 20X72 184X714 S.H. 1 H2 27 1/4 X 26 26 X 25 � S.H. 11-13 271/4X38j 26x371 S.H. 1 H4 27 4 X 50 j 26 x 50 S.H. 11-15 274X63 26X621/2 S.H. 11-16 27JX72 26X711/2 S.H. 22 37JX26 36 X251/2 S.H. 23 37 J4 X 38 i 36 4 X 37 3/4 S.H. 24 37 J X 50 j 36 4 X 50 S.H. 25 37JX63 364X621/2 S.H. 26 37 J X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 4 X 25 4 S.H. 33 54 X 38 52 X 37 S.H. 34 54 X 50 j 52 4 X 50 S.H. 35 54X63 52jX624 S.H. 36 54 X 72 52 J X 714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" O +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 �D +28.3 / -36.4 DE +26.6 / -28.0 +26.6 / -32.2 O SEE SN SHEET OH SEE SN SHEET �q0 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +34.0 / -44.8 WALL LEGEND 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 I R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED FIRST FLOOR PLAN Al EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) I GARAGE SEPARATION I R-11/R-13 KRAFT FACED SCALE: %4"=V-0" (GARAGE / LIVING) U co _ o z a U) z V) 0 cn w (DCU r-) •O w t/) _ 0 Cur- J o� m N F- 8 �acMn O owig 0 C) < ice to o Q rn n o v Qv a) Q o B I V N N V7 1 N t9 0 z M�a � Z N � z W t W _ �0- a E L Z o�m� -e$� cc a W ��4��L1. iirsr. Fc wRdA�.FD('iCO "'� •^�'• � � C') P mod• C) r� ••P••P..P....•`rPetA �'�`�✓r`s���C1FEJ��O, `�' To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Wo W Q OC of Uz8o UozZ z �j co N Q LU z z � W o Q f 2 g LL O Lr)iiE rl LLUj o U (� _ V , °Oo J �o0, ED V0 �9oJ Q< 11714 z z Z T--I W 2 8 g 2 K �i LU Ln Lij< UJ 8 J �jj ', h u �T-4 V/ 00 Q z Wz z R ooj g M co Un 06 ZLL! 1 = J _" Q� T--I a cn s SCALE : AS NOTED DATE : 10/29/2018 TECH: MJAM ES VERSION N0. 4mO SHEET NO. 1.0 -TF-7-- q � 1 4 _ -,-- _ - - F__ 0 2 0 2, Cl) O e O N QQ IC� � ,�V rryy // CD n//�� W C TT LU �U — OLLJ t� o co M LU t= ^- 8 N co C C6 M N D M >Z N O O p 00 y O son=Q O Y 6 � O.O tm Vim' O.!t AA Q 6 A 1 NC B DC p y N O CV y� Z W �Ngz J �7 fn � � N "• W N N w W ¢ern M ZO a �o w LIM Z (n E _2 Alp W ''a GY^L9 LLLSSS elf ILI fl 0R 6��6', �� `i v0 �!!llOYa^pay` SSEE (per.gh _ p9�A� A %A To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com is L za of fr wzd�� zW¢Q = Z Z Q W Z -� W J yc eY dpm ^L' W W Q zOz Q U f z C 4� �a N © W Z J W Q 9 G) J T-1 9,06 6 O J U P f O m W 1OC o4 P � {� >J w� Q T Lu a s Z F2 J LL = Qg z T", IJ.J Q � Z ado 00 ^ Z tj boo Mk W O QZ W = J Z a Lu ,-I �! a cn o SCALE : AS NOTED DATE : 10/29/2018 TECH: MJAMES VERSION NO. 4oO SHEET NO. 2.0 12 5� HEEL 12 o 5 T.O.M. HDR HGT. F - - - - - - - - --- TEXTURED a CEMENTICIOUS co FINISH ON C.M.U. (TYP.) F.FL. J 12 �5 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 1' U' —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- -- —--- El El FD_1 El 0 FEI 1:1 El FE71 El El F17-1 F7� E] FRONT ELEVATION - Al SCALE: 1 /4"=V-0" 12 5� 14'-0" RIDGE VENT 12 �5 15'-0" RIDGE VENT 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. HDR HGT. 6" FASCIA (TYP) TEXTURED CEMENTICIOUS FINISH ON C.M.0 (TYP.) --_ F.FL. - - - - - - - - - - - r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - LEFT ELEVATION - Al General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wail 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 shalt 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 SO. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. zo —o N <C a GA_ w p 0 w In o o— VC13 � o 0 m N '= S � _ CMg O o N C) _ co CU C o Q rn cofl-o My rn Q o N N N O V1 N gM"Z ' z Z W �. U_ o W zo 1 Z5 ao 15 z H Z5� LL W OW W44W.t C <.i'Y T� .• U� J V1 �:o E S Of /W�d'� t .Ill1 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. L eta 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Z tto 3� LLJ z¢ azf �J¢°o�tr OU Z O� a v O z zv 28 w K � J e-'s o.�Ep L Q^ J LU z z C) 4 ~o y U) O vJ Q a < Lu U = J Q ul9 o R.z J s Z O zoo V0 N cr ¢ ro: ILL w � ¢ Q/ a¢2: Z Z ,� o o8g� �30OZ J —I UJ cc NI¢—u gF¢f— ,^ W 0 G ¢ Q z �g z 8 o, 0Ln m rn 00 � _ ,-i d t 0 o SCALE : AS NOTED DATE : 10/29/2018 TECH: MJAMES VERSION NO. 4mO_ SHEET NO. 3.1 a N_ CD 00 I co ii W a� x co 0 00 I i 0 3 N v 0 0 Y 00 N M cV 0 W O 00 c a 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS TOM — 12 5� 15'-0" RIDGE VENT 12 EXTENDED OVERHANG TO BE CENTERED ON DOOR 14'-0" RIDGE VENT 12 �5 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS TTEXTURED CEMENTICIOUS FINISH ON C.M.U. ((TYP.) 12 �5 REAR ELEVATION - Al T.O.M. HDRHGT. — —--_---- _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1'-0" TEXTURED TEXTURED CEMENTICIOUS CEMENTICIOUS FINISH ON C.M.U. FINISH ON C.M.U. 2'-0" (TYP.) (TYP.) F.FL. — RIGHT 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 FOLLOIMNG VALUES, SEE ROOF PLAN"" (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SO. FT. (D M O — O Z N z� Q U) w +V — w O m �L'n U 2) m N LU — (D M CO M N C CCOO _ U 0 O N � o Q 00 05 C> w LO �� 01 Q ci B D. N C H D C N N � � b N N to gn LU MNoz � z N M C a Q w W � Cr > C"- a W C Lr 110Z 0-S� a o LLZ 4444 ; orN. LU cc Nt< lag 9tl/16 0 W�i, ®� Q`: VAs E CO OP O'• ^ F k� R �AQ®1: E S S' C) 11 i,PilltSS!t!1 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 0 Lu Q I-- z UEOO Pzo0 < o _� �--- oLz J a o p m S�i �1 W 5 LU Z Z 8 z U z� �/ Cn 43 0 z �f J oWOQ0 LLJJ .J. a O .,' g as 4 ` V Z a z a Z a�o LIJ¢ UJ LULCI..I G L Qf- U ,^^ /W W Q Z Z K¢ z ¢zo Cal QZ J LU = �o J Z a z rn ,--I a Ln o SCALE : AS NOTED DATE : 10/29/2018 TECH: MJAM ES VERSION NO. 4mO SHEET NO. 3.2 1 IIII L Au 1 I11.hl�F,fu7u� i 14� i.�A I i 2" 1" 2" *NOTE: VARIES 1'-10" 12" CAP _ T CAP N N FOAM TO BE USED Ill RADIUS M ONLY WHEN REQUIRED BY ^ �N 3 1!2" RADIUS 1/2" RADIUS r CD N F- M - COMMUNITY SPECS. IF NOT, DETAIL TO BE OPENING VARIES 2" 2 ~ IN 3/4" RADIUS 4 4' 2 "Iv MIV BUILT W/ STUCCO. 1/2" RADIUS �ACN N EDGE OF 1" 4" VARIES ,;� 1" OPENING *- VARIES 1,_4„ I 0 2i„IN z VARIES 1'-4" 2 VARIES SIN 1„ 1 1/2" RADIUS 4" 34 a 4" 42' 2 1/2" RADIUS - T oNv c� _ T � VARIES 12' SIN M 32" 11"" Li 1" BASE CO N BASE SIN 3„ 2, 2, • T MTa 1„ 1„ 4„ 4„ 1,_8„ a / • 4„ ^i'V 12, *NOTE: VARIES 8" 2" 3„ FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 1" OPENING VARIES 2 �N DETAIL TO BE 2 2 io BUILT W/ STUCCO. EDGE 24, •6 , OPENINGNG 0 , 1-1/2" THICK 1-1/2" THICK 10" N ^� 21° 4 - 10" � iv c� IN Ala M i„ z N 2„ 4„ „ 3 6" 2„ 2„ N W ¢ W a �M 1-1/2" THICK s2" 2a SIN M T 52 , 1 _5 52„ 4 �--� 1,4, 3„ 4 N IN 00 c �M a" 1" 12' VARIES VARIES 2' N W 22" Q �M VARIES VARIES 3z Q� 00 = r--------- N II 60 � 6" 4" N KEYSTONE F11 YSTONE F11 t^ OPTIONOPTIONAL AL R6, 244 R44� [KE 3„ T 2 2 ' 4" GARAGE DR. OPENING 3 4" WINDOW OPENING 4" a' NOTE: • INSTALL OVER STONE, TYP. VARIES • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS g3i ACCEPTED NOTE: • FIN. TO HAVE TRADITIONAL LOOK & 14' 1'-6q 14 12 2'_i" 1 4„ 2" SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 54 1'-12' 5a" 3'-8" 7 ., 4" 3'-0" 4" 0 00 _ � �• N ��`` N lk CO 1„ T N 1 O T N C?o • �0 2�)r �Qh 1' , 70„ r ,2, N� O 1-1" 1" GENERAL NOTES: SIN M T • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) Eli Eli v Eli / • ACRYLIC SAND FINISH Z o — o z� z� n- I� Z Q +—' w Q p w C m LU� p 0)M I, ca M Z d O o No O ¢m ao lf)as �Qa A® B D. N•C ➢ D C �C_._,—_e �° ° v pp Cj aM Z W MN (}Q Z W z F" M w G W �B W V . Eo Z oa o U) oti� IULza�EC4 ¢ C � Q W N WWW.FDSENG.COM 00 0 GV O (V O To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W, Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com w� of LU '�00 Z U Z J �O�W I- d � �IIJ�N / \ a o zz L zZ T O N � z O V � � U = J�2 1� L f— p O~O p; J X �J Lijv0�a Z W Q aago! dI o Z *—I I a U.j J L0 rl W Q LLI 2:0 Z Lu Z p J u $ z 00 Z 0 m ZQ = h 0 J in r" 06 J uj ,--1 a cn o SCALE : AS NOTED DATE : 10/29/2018 TECH: MJAM ES VERSION NO' 4v0 SHEET NO. F1 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 200A INDOOR PANEL NEMA 1 200 AMP #14 copper to lights & outlets # 12 copper to 20 amp ckts #10-2 copper to WH #10-3 copper to Dryer MAIN O2/0 or 410 SER Alu 200 amp 150 amp Disconnect POWER CO. FEED INTERSYSTEM 4 Bare Cu Ground BONDING 114 GROUNDING 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) Notes: unless otherwise noted, NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE 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 FFF DUPLEX OUTLET ABOVE COUNTER WEATHERPROOF DUPLEX OUTLET FW.P. ES.D r vG.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET C.M SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 24 FOUR-WAY SWITCH $R RHEOSTAT SWITCH 3 CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE a -o 1-0 WALL MOUNTED LIGHT FIXTURE N o O RECESSED LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS to TRACK LIGHT M co 00 Cq FLUORESCENT LIGHT FIXTURE I O EXHAUST FAN PA O CAFE rO` EXHAUST FAN/LIGHT COMBINATION a \ ®D ELECTRIC DOOR OPERATOR (OPTIONAL) OWNER'S Sly ITE T ROUGH -IN FOR / / OPT. CLG. FAN/ LIGHT PRE -WIRE / FAMILY RM ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PRE -WIRE C 1 CHIMES (OPTIONAL) �BP PUSH BUTTON SWITCH (OPTIONAL) PENDANT AS \ PUSH BUTTON SWITCH - DOOR BELL PER SPECS N SD SMOKE DETECTOR T CC)/ / \ o J to CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) AC PAD / 1 t R TELEPHONE (OPTIONAL) C USB TELEPHONE/USB (OPTIONAL)qp WP H.B. © TELEVISION (OPTIONAL) GFI DISC. o © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. ft To O THERMOSTAT UM ELECTRIC METER ELECTRIC PANEL I DISCONNECT SWITCH o _� G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G T OPT. CEILING FAN 89 (1) PHONE LINE, (1) DATA PORT U.C. OUTLET FOR DW U.C. OUTLET ail EW17! ■IIrtl:7■Er`II&LUI l DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS RECEPT. FOR ALARM SYSTEM ME � rA�4.�.�� VERIFY METER LOCATION WITH BUILDER H.B. IRRIGATION VERIFY LOCATION GFI @ 44" A.F.F. DH. ELECTRICAL PANEL 0 I I I I 2 CAR GARAGE I I GFI FOR GAR. DOOh GFI GFI @ 44" A.F.F. I I I _ I I '00e L- - - - - - - - - - - - GFI @ 44" A.F.F. 111 Violi a/♦111111�1�111��111�1�111�1111111111� M 111 Jim •• �M) 01 (� - • • -LIGHT PRE -WIRE MAIN FLOOR ELECTRICAL PLANT SCALE: %4'=1'-0" Z M 0 — o Z Z Q d U) Z n�n ' � cP� W �V — O►L .� U o m ILLJ V Ep C co M = N ROD O o 0 U L = " oo co in hc o Q m o I- � 0 M Q d BD® NC 10 N �O v IWLU ii <p U U>�'LLo a Ua CHOS . U, c,oo as EC d LU N Q M Q d C3 WWW.FDSENG.COM ❑ 0 CV Cr) N 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 0Z w E� 7 J Ceo 0:� ZBZz (� J Z J J �a� Q U O u+LL N �o L- Z O N a QZ Ez oC I- W Z y w a O V cr, O o z 0o J L_ Qse 06 U8. O '4 a O N< CC G Z Z� Q L�o Zac J Ln rl IJ.J Z to a -Ou gWo N Z Z e z wazo m Z J0 a Un _ ,--1 SCALE : AS NOTED DATE : 10/29/2018 TECH: MJAMES VERSION N0. 4mO SHEET NO. 4.0 O Q C N 00 N O co N r\ 00 N W g 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 by Upper 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 (See Eiev ) required needed required soffit by upper needed ventilators Main 29.00000 1.000000 Floor 2373 2278 325 1139 81 570 0 573.0 435.0 138.0 (Zone 1) **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN SCALE: %4'=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION "G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. —CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN ­ (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ, IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN, OF NET FREE AREA / SQ. FT. C9 CM _ o Z CO Z U, z C„ w +V — OLU Ln t'n m N LLJ r- U a)pp s M _ � U O o N I= S o Q o 0 rn av rn Q d A 1 B D® NCBDC N �O Z IW _gi z N LL W a N- — > E a V Z o Ga 'w z g (gip �Q co IS LL W a N¢M�'cU /� A O v U O WWW.FDSENG.COM %\0111 �e�i!��i �# C'V �Y iA E " c` <, a. 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 oz rXLu 0. Q } Z p~p,, Q W C' v�20O0 ~Z 0 :Q 2 aZ W r��z-cyy O Z J j N A m Q L ^, W z > U i Z z F J 1�1 Q OU TV_0lt V w J 1 'LL r-L µ0 z ~ Y O 11-2 O U LL, i 0. 1P Q J t� I= Z W ¢ • Q ¢ £Q W _ Z h 2O 0 � z T-I z a R ti J Q W y T—I W ¢ a z w .F- g~o ��Z 00 z �zo m O z `� w _ Z ` W rn T-4 a cn s SCALE : AS NOTED DATE : 10/29/2018 TECH: MJAMES VERSION N0. 4nO SHEET NO. 5.0 c C d 00 V-6" 6 5'-78" 1 6'-0" TYP @ 1 STORY U.N.O. A S3 5' T-1 H.B. .o .o .«.-- •-------�-: 80 ----------�- --- �:.. --.. — — BUILDER TO •I -- -------I d 4'-0" 12'-1' W.H. PROVIDE APPLIANCE (2) #5 REBAR O • ( p'_p'- ; : :: (: ' PROTECTION VERTICALS w! in � ■ : ( I N REQUIRED QUIR D I FILLED CELL PWHRE FBC 35`-4" 20'-6" 3-1/2" MIN 3000 PSI CONC. - o O ( SLAB FOR HERNANDO I M ^ I I; K N 1 COUNTY ONLY r 53 1 1 J S3 3-1/2" MIN 2500 PSI CONC • ' SLAB OVER 6 MIL VISQUEEN 2'-734" 4'-9" 4'-10' 1 VAPOR BARRIER ' I I l ■ : — CJ •GJ — CJ 0 EO If rn c� 5'-3" T-6" 1 O I I N l b) ■..1 ......... 00 I I P� T. D -3 1 /2" Cl) 2'-6"x2'-6"X1'-0jFTG G W/ (3) #5 E.W. S3 �� T-5„ SLOPE 7. 1„ (2) #5 REBAR 2'-6" x 2'-1 x V-0" AHU 1 I VERTICALS w/ in W/ (3) #5'S E.W. U.N.O. 1 STORY A `~ CC S3 / / ( S3 ici FILLED CELL T J. CJ y / _ 1 i / ................ — — o 25'-10 28 / / g -51 a' — — — — — — — — ■ ■ 4,�„ kiN 2'-6"x2'-6"X1'-0" FTG W/ (3) #5 E.W. - 1 -4" I L INDICATES FILLED CELL w/ 3000 PSI I i i / PROVIDE /2' x 9" `n CONC. GROUT FROM FT. TO BEAM / RECESS FOR I OOR W/ (1) #5 REBAR VERT ABOVE SLAB / SLOPE I 1 S3 ( LO TYP @ ALL PLACES SHOWN / / HVAC CHASE TOP OF GONC.I PAVER T BE 4" 4'-0" 4'-4' 4'-6" / ' HOOKED FTG. DOWELS 5" EMBED / / BASED ON � 0':0.' BELOW FIN. FLR.::: ■ : ■ ' ' ■ ■ ■ ( W/ 25" EXT. ABOVE SLAB "GRADE 40 / LOCATION I ................... ' ' / : ::::: STEEL"-----,---- :::::::: . . 4'-0" 16'-10" ..12'-10" o LO STEPS AS PROVIDE 1 Y2' RECESS i / / I I REQUIRED PER FIELD CONDITIONS 1 / FOR SGD. REFER TO KITCHEN ISLAND MASON'S SLOPE FOR / / OPT. " """"""' ""' . ... LOW WALLS 10-1 04" ... . I WIDTH CJ-- — --— — — — — — CJ I—CJ CJ: CJj ■ ■ / i/ REF. :. • — — — Tr— — — — — — — — — — — — — __— — _— _� •• __—_---- �— -- — _j — — — — — ° jj TYP @1 I l CHASE TO ISLANrD I D.W. �0 j t I 0 t STORY U.N.O. A cv o I in L — J— :: / / L._ - J I :: Ilj � S3 `n — — — — I SINK / DISP M I I 3 1 /2"li� 1 01-01, L _ / / 16'-0" 2 -9y" 6'-10" :. .• : O , ■ 4-,z t I t 9 "'---------- i --------- - t - L0, T --------- - ----------- -------J ' ■ . . . . . . . . . . . 0 . . . . 0 . . . . . . . . • . . . . . . . .: » « ■ . . . . . . . . . . �. . . . . .: « » ■ . . . . . • • . . • . • . . . . . . . . ■ TYP @ 1 STORY H.B. U.N.O. A S3 64" 1,_9e„ 3,_2$•• 5'-0" 5'-0" 5-10" T-10" L 6'-0" 2'-1WTI" 1 5-1 FOUNDATION PLAN NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED, CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN w z wCID CONTROL JOINT DETAIL SCALE. 3/4 = 1 -0 #5 CONTINUOUS ,�: ' ; . _• '�_ REINF. SEE FND. FOR •;r QUANTITY ,;', ',; ' #5 X 25" X 25" CORNER �•' ' �'' ' �' BAR ONE FOR EA. ' •. HORIZ. REBAR, TYP. '., .. �; ,.. U.N.O. �•�. �. �. ;�, �'; '�_ *"Alternate: The reinf. bars shall be •, • • •, • •. cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" C9 Z o — o Z z a13 Z V) (D Q) C 4} w �V � O w m E �V) Ca U �C5 m w �E - 4)M M T 0 Cl) _ t71 O O N L V-00 U r~ o N n. <Crn o ��v rn ¢ d B D. N N N V .w OU) W Z � W a =j_;�_ a V¢�LLo l a LU _ - 1 ain0, =5 im z C mQ' O iu o� LL Z W N Q M A A o U O WWW.FDSAK.COM yy co flit7p�fic�, • S y � 'r'q (� i`�� �,. ,�. �,�• pie . ` rfi� �'ti`ti41 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 lath 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 in w� f Q z ppp�,,, W Q go�� W Q LIB �OwLu Lu O OLu L W F•-- < Z O x U 6 Z � zZz - 0 z O JW U = 0 0 9 Apo Q U 0- J� C�06 �g J N z¢Z;� a S E5 z J LLJ Uj z T-{ N.u Z z DS �, Hz" m 0 ( `.6 z J U..I = J Z r, T-41 CL Un o SCALE : AS NOTED DATE : 10/29/2018 TECH: MJAM ES VERSION N0. 4mO SHEET NO. 6.0 `v C a> -v S N C:> r` co I i Q N 0 0 J 0`00 c2 00 N N 0 w 91 M (2) 1-0 2A q S3 ) CJ 1 U (j ,I, M CJ 1 U U ��1 CJ3 I CJ5 I ZEJ7 EJ7 S3 EJ7 I EJ7 EJ7 D1 EJ7 (2 X M U C� CJ3 CJ5 EJ7 ; : ;; :: " :: :: • . ... ... .... ... ... ... ..... i l 11 1 1 / 1 .'.'.'. ..... .'.'.'. .. cD Q .'.'.'. .'.'.'. EJ7 EJ7 EJ7 EJ7A 0 Q EJ7A S3 ' EJ7A EJ7A. Q .. .... Q ... ..... U .. .... ..... c ... ..... .... ..... I EJ7A I EJ7A EJ7A oo Q N n m aciQ u J7A ,• EJ7B Uj C7 EJ713 U'- U U- Uj gCJ5B A J (2) S3 A (2) A (2) A \_v UPLIFT CONNECTION CROSS-REFERENCE 10/29/18 MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 - 10d x 1 1/2" HTA20 1615 1585 10 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1615 1585 10 - 10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 110 - 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 1 112" 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 5/8"ANCH. I1810dx1-1/2 HTT4 2715 518"ANCH.I2010dxl-1/2 J HTT5 4350 3740 5/8" ANCH. 126 10dxl-1/2" HTT5 3225 518" ANCH. /(28)10dxl-1/2 K HD36 * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HD5B * 4505 37855/8" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N LUS26 1165/1070 ** 1005/915 ** 8 - 10d x 3" JUS26 1115/1060** — 8 -10d P HUS26 1550/3335 ** 1335/2820 ** 20 -16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220 ** 1720/3125 ** 30 -16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-112" 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 1 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 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 1 1065 605 12-10d SPT24 1030 12-10d HCP2 1 645 555 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 3/12 & LOWER. LOADS -- ROOF = L / 360 FLOOR = L 1480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (++) (B) (B) (A) (+ 1 OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). (B INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2A 80. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS C5 1 OR CO T LEDGER (A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. ROOF FRAMING PLAN () z M — o z�z Q a V) (9 Q) C 4_+ W �U — 0 W Cn - 0 i� ~ U o 0 LT1 N W 1---EP (1)M M ca �C� U N sw00 0 cn Q rn a o v CL rn Q d BID.10 N YC N N V N U)Z W PNOZ � z H w- W a -N� W W Vim'_ � 0 - � Cz a� 0 Z 0 o0 � 0 oc a m W W a N,11�LL v 1®Q WWW.FDSt� Co di To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com wI a0 ¢ z u o o O n ouro z U Z Q W ZZ a u '/"'` fLL� V Z Co U W N Vo < _ g z L //�� } a f z u O a J O Q Z o - �" LL O a� E �� U Q a zaZa IN CC u � a aaf� o�06 z Roxx LU J L / r1 Lij jU-5 F< Y o la- gFLU 00 N Q Z z Q z Rz m zt7u O oo S = a x rn 1--11 a cn S SCALE : AS NOTED DATE : 10/29/2018 TECH: MJAMES VERSION NO- 4mO SHEET NO. 7.0 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 should be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load / r 0 Safe vertical load Safe horizontal load —\ GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 8F4(411 B/1 T 8F40 1 B/1 T 8RF40 OB/1 T 8F321 B11 T (a FORM do GROUT SOLID a .J IX o W 0 O #5 BAR CONT. 81F12-113 1T "V LINTEL DETAIL SCALE = N.T.S. TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY J M 8 F 16— B/ 1 T U a tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS c�precas lintels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CM U) per ASTM C90 wl 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 REBAR.(1)RE MIN. AT TOP (1) REQ'D 112 CAR LE ALTERNATE POWERS STEEL LINTEL a a � a c d .M.U. #5 REBAR AT TOP ° Q " a` a a MIN. 1-1/2"CLEAR a A a < GROUT D 1/5 J0 a a 5 REBAR AT m In- = T w co ° Q C.M.U. — 0 BOTTOM OF z ur a o LINTEL CAVITY i? v nn\ OTTOM 0 fr CJ O� " U L REINFORCING PROVIDED IN LINTEL a a d Co o LL p Cr ¢ _' Q � cNo D i D #5 REBAR AT BOTTC 7OMI ACTUAL NOMINAL WIDTH (VARIES) r~n N ¢ a �° �° AS INDICATED 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 SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) Q 00 PR H 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications O O 4'-6" LL 4'4' LL O 5'-10" LL � 9 10119 _M Wo ",�mwAt_ e �� SCALE: %4'=1'-0" 0 Z Z 4E3 U) C3Ln (D cfa 4--Ja 0//••�� tU 3) T L N // � ' V C) O m LU N M C N 0 o U LLL'� o Q tm (5 C, Co d v rn <q d A ® B D® N C B D C vp N .^ O O N V O M 2 00 W ooN o ° Z w ;�Z z �. pppppp w Q to LL o INqW W V 6 M as Z _ "' 5 O a, o fwe LU :9 E_. oGO W Q Co C¢J O �� flflO S�+I�Li WWWTD fi?� i cck 1:�4ti 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 rn rn Wo z¢a f� ¢ ac M w U�MOO � =po ZZ W 0 � tC � OLu LU < z L /'1 } O ce z Z 5 CU O �W U = 1 1 U µ-20 FYP (—_ O -. �`. ■.� 2,86 ... ' eE Z�,. K O N r'` J z z� Q W *g Z of a z r/-�1 O, L, W L i Lij O � � Q Z 00 Q z z t-u m —! W:5 W z a W X SCALE : AS NOTED DATE : 10/29/2018 TECH: MJAMES VERSION NO. 4n0 SHEET NO. 8.0 ----—.—sexa mmmmr.e�.n,�nr�.re...rwn.�.�.rt�sns�-r_tr��r_rttttrrrttrtr—rr_.r_ : 00 w M 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 31S T, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERALPRESSURE NEW RESSU E TREATED WOOD ALTERNATIVE S HAVE BEEN CREATED T REP TH 0 LACE CCA-C. MANY OF E NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 I 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. I EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS INDOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR, THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7, LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1. 1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ed. (2017) AND FLORIDA BUILDING CODE 6th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1. 3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, 1 3. 3. D F E ALL ROOF AN 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 1.2. 2 HT REINFORCED CONCRETE: UNIT WEIGHT OF 0 150 PCF 2.1.3. UNIT WEIGHT OF 8 EI "C.M.U.BLOCK: 55PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2. 3. 1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ed. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C4-P CONCRETE FORMED AGAINST EARTH: 3" C4-P CONCRETE EXPOSED TO EXTERIOR: 2" C4-P CONCRETE NOT EXPOSED: 1 1 y„ GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C4-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi G4-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION, 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE 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 7/16STRUCTURAL 1 U.N.O. E 4.4. 3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH A C T S SUB FLOORING AND S SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES, 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 718" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131 ", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4. 5, 7. CONCRETE EMBEDDED'T BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5. 8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PS1 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" 4. 7. 3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4. 7. 5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1, MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ed. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigationlsprinkler syystems including all risers and spray heads shall not be installed within 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 backfrll is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilutipn. If rain 11 occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318,1.5 - C ncrete overpot/ 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 vertical chemical barrier.must be installed after construction is complete, including landscaping and Irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building, This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 6-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION TYPE:5B GARAGE DOORS (V = 140 MPH) SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: T CONTRACTORS T REVIEW LL DRAWINGS BEFORE IT IS HE CONTRAC O S 0 A CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%4' DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND *8" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. CD f o ZC.0 �C J a cn (9 w f13 p �V - 0 LU cn E m 04 L.L.I E �- s Im M M N -00 Cn m C'3 O o -- co " o ns Q rn m � CXv A® B D NC 5'_ O � N M8M�oZZ� L J d? C rw1 .O W.wz� W di a I" V Z c QC ow .=° LL Z W N Q M Q o � o I] WWW,FDSENG.COM `oil E+h 0 svAl, <_ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 2 Wo za �a � W G(r �480 Z - Z �SZ a�Co OCo o nu-o W 'Q` V W N mho L _'� li W Z O ZZ 1l O g IL.L �3 \.J _1 o a J W f U = �Zo u J k08 x CC Wd¢ I- r�o N � Z<11;0 W �- W ^�a� Z Z +� $o"8 o' O �Z W Lri a Uj � W � F 0000 ¢ z � Z Z oS tb Z J� rn 06 _ ¢ Lu ,--t 0- cn o SCALE : AS NOTED DATE : 10/29/2018 TECH: MJAMES VERSION N0. 4mO SHEET NO. SN - - - -F r I 1 11 1 HAIR, 019AUs I I i i i I-F--TT- CORNER OF HOME GARAGE SIDE N C 0 w J a c� ROOF DIAPHRAGM NAILING SCHEDULE Pinr,F I INF + + + + + + + + + o + + + + + + + + + + + + + + + + to + + + + + + + + + + + + + + + + + + + + + + + .+ + + + + + + + + -0" (TYP.) 6 4' 6'-0" z ++++ + + ++++ + + +++ + 4 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + c + + + + + + + + + + + + + + + + + + + + + + zo + + + + + + + + + + + + + + ++ +++ ++++++++ + -- 15/32" CDX PLYWOOD OR 7/16" OSB \—RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O,C. EDGES & + + + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" orp 5000s 1.8/1.7 wood panels nel Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3!4" wood panel 1-1 /8" or two 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 2x _ + 5/8" or 3/4" wood panel 902.0 2 x T lumber Double 2 x_ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) ° Filler blocking + 1/8" gap x FILL CELL - U) LU o: CONT. #5 > STD. 90° —� BAR HOOK IN STD. 90° HOOK r- BOND BEAM SIMPS( w/ (22) . NAILS 1 CONT. #5 OOC .BAR 5/8" � THRU #5 CONT. BOLT FROM LFOUNDATION TO HIGHEST � IF- BOND BEAM BOND BEAM STEP SCALE: N.T.S. SIMPSC w/(22) 171 NAILS 1 INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # 2nd FLOOR above to bearing below. STUDS U SECTION �a INT. BRG. WALL N.T.S. 1/8" min. Small 2" min. 2" } gap max. 4 max. Clinch nails j when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4lPlywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING 8" GAP @ TOP sides by 6". - Hangers with sides not containingtop t. WEB STIFFENER DOUBLE JOIST CONNECTION Birdsm uth cuts. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher than 15nnih SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * over squash=20 blocks and Non -stacking walls require additional wall or beam below.* consideration. Check local building code for appropriate details in1--One 10d box areas=20 of high or=20 sinker lateral load. nail each side 10'-0" at bearing. TANK -LESS W/H H C G O O O 5'-0" 0= STUB -OUT FOR 1'-0" = 9 LO GAS METER O ' o �} U o ~O N = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL *"'ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-l" (2)16d TOENAILS 2" X 6" @ 24" O.C. 81-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block / (2x4 minimum) J Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" (10d) nails at 6" o.c. CY/ Provide adequate bearing for each lapped joist. odnails SECTION @ INT. BRG. WALL N.T.S. "" `"" ' ' MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (see table below) (KNOCKOUT EXEMPTS) D (see table below) DO NOT cut, notch or drill flanges BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below L d bearing wall must stack over blocking and wall or beam below.* Web Stiffener Fastener Schedule Joist Bearin Location Series Depth End Intermediate O BCI 5000s R 9-1/2" 2-8d 2-8d 1147 8" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000s® BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60e 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90se 11-7/8" 3-16d 3-16d 14 5-16d 5-16d 16" 6-t6d 6-16d R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION &13/4" Joist n joists meet over wall, provide minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. 6„ A 1�" ROUND HOLE MAY 6�, 6�r 0 NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 12 NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. Joist hanger A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) -�11 I —DTI I I-111=t ll"'v T , j Nail with 10-10d nails. Install tight to top flange. SLEEVE THRU STEM SEE PLAN FOR °. ° .. FOUNDATION INFO d' d' STEM FOUNDATION r GRADE Filler block. \\1 Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4%2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4%2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist D `depth I -JOISTS BUCKETS N.T.S. REINF. SEE PLAN rv�, unr•�x. t rv�. SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON JOA° (WHEN w/ (18)10d REQUIRED) NAILS UPLIFT =1 TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / FITS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION lll�ill�llii�ll. . 12" BELOW GRADE I�1-11 11.11Le�� PVC OR SCH40 SLEEVE d d d A. 4 , d SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE / r PLUMBING LINE ..4 d •' °'d d z • ° • .. SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE d° d j . d° G ° a '. 4 ° d ' ° G ° ,r l� 0 SEE FND. PLN. 01 SIZE & REINF. U!P M — o Q Ln(D C a-.J M c� °U O Lh (.n TM I- `V 03 �— o CO ua E r d M 0) caCo Cl) 0 M 17 =� 03 C) 0 0 R U v, I 9 " o �o Q rn NQo ac a> Q o N.C.B.D.0 �1 N `G C4 � V�1 N O_ M Z Lu z z cc LL :o �a W H w YJ � > Er C a vcn� O Z 040 g E Z M N . W CN Q ' O LLQ M o" h www ow 1;1111 Li A � IN °o CNi»* r"1_ ' ( t •,% /�f¢zllttt To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com o I <a uz� 0 ooc� I ww w 00 ZO L cu W O 5� N �..� J F O 0 U = �— '� z Q�r- OJ `, � w4pJ U 2 6 Q zaoQ 41; t"V C� U` mo z h ?o o':E z T--I �_ a o z J Ln tJJ a Z �—{ W F V l0 � aC LL � z < 0 Z M co06 � _ < r" .--I a. to SCALE : AS NOTED DATE : 10/29/2018 TECH: MJAM ES VERSION NO. 4nO SHEET NO. SN 1 FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP.) VARIES 5/8" OR 1/2" HIGHS STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL V (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. s 8'-6". (2) J @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH > 4:12 D ° (2) LAYERS TYPE I OR TYPE II A (#15 OR #30) UNDERLAYMENT RT Ii• �I (II I —I ° • 11=I 1 EL—=': 1=—I q FOR ROOF PITCH 4:12 OR LESS. PRE ENGINEERED WOOD MIN= "�- TRUSS @ 24" O.C. U.N.O. r— (- HURRICANE ANCHOR @ EACH II —I I I TRUSS (SEE UPLIFT SCHED.) W/ 8 � II " — �+ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3 ELEV. VARIES FOR ADDITIONAL SLAB INFORMATION. ALUMINUM DRIP EDGE ALUMINUM FASCIA N.O. 2x SUB FASCIA EE SOFFIT SHEET 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT C.M.U. TYPICAL TYPE "S" MORTAR FINISH ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C.--/ 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL U.N.O. CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 CL NOTE:EXTEND "FIBERMESH"WlAXW1.4 WWF OR DECO FINISH 4" to 6" BELOW GRADE Z!r � r• ° m—� ° D D i � � 0000 6 MIL VAPORCD BARRIER I I ; p 4 D I _ N COMP. SOIL. _ (COMPACTED TO 95% MODIFIED PROCTOR TTT ASTM D1557) 3" MIN. CLR. LID (2) #5 REBAR CONT. 00 ON 3" CHAIRS TYP. 4" 114" STD. 90 HOOK (SEE ,2 U.N.O. DETAIL) z TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 O) OPT: DEPRESS SLAB 5 %" 00 DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND o PAVERS/DRIVEWAY -' CONCRETE SLAB 14" LAD I0 PAVERS O.H.D. RECESS z M - I SEE A/S3 OR J/S6 o FOR REINF. INFO. 311 MIN. CLEARANCE N N 1'4" (1 STOR)) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) o` 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. -T/IF 7PF II 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 1(O HIGH STRENGTH (U.N.O. OR %" GYP. TYPE "X" BLOCKING 12" O.C. w/ 2 12d TOE NAILS ) ( @ @ () (U.N.O (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE STUD BELOW TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL W/ 5/8" x 10" "J" BOLT @ 24" Q.CID EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (T INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ SHEATHING W/ 8d COMMON NAILS @ O.C. OR 5/8"x10' WEDGE A INSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION SLAB & BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS T 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATIO ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WIL OR 5/8"x10' WEDGE ANCHOR @ 24" x 6 W1.4 x W1.4 INCLUDE THE WALL A.F.F. O.C.) 211 WWF OR FIBERMESH3 ATTACHMENTS ELEV. 4-3 1/2" z 1/2"MIN. 3 1/2"MIN. A.F.F. p o ° ILL TI I'31/2"(min1'31/2"(min.)-4" - p ° A 31/2"(min.)- =1 T I I, 1Il 111 III= 1 1 I I 1 1=11 , #5CONT. 41„ �III�Tj4�1,1�1„I ill— (2) I1' U.N.O. MIN. TYPICAL BEARING WALL"" STEP "SHEAR WALL" SCALE: 3/4"=V-0" TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". INSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH I ° !"(min.) - 4" jl I- =1 911- I ICI (2) #5 CONT. 411 r I I —I 1j��41r I —I I 1 11 I Q11 U.N.O. MIN. rCC TYPICAL BEARING WALL @ STEP SCALE:3/4"=V-0" \ S3 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C LOAD BEARING OR 10o��N INSULATION PER FBC AND ENERGY c EXTERIOR WALL FORM SUBMITTED WITH PERMIT 1 "x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION NOTE: SEE SECTION C/S3 FOR #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION SEE CC/S3 OR d; LAYERS W/ TOTAL THICKNESS 7/8" OVER SIMPSON SP1 w/ G/S3 FOR ANCHOR 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 Fi00K DETAIL BOLT INFO. 5/8"x6" "J" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK (10)10d NAILS (IF NO UP LIFT ON @ 24" O.C. VERT. OR 2x P.T. PLATE WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD (6)1/4"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR 2X PT PLATE #5 REINFORCING *SIMPSON SP1 SPACED EVENLY FIBERMESH a BOLTS 6" MAX FROM w/ (10)10d NAILS N 2x P.T. PLATE WEEP SCREED INSTALLED BAR END OF 2 x PLATE w TYP. PER MFR INSTRUCTIONS Uj D ASSUMED FINISHED E #3 OR #4 REINFORCING BAR L - D GRADE 40 MIN. F- 40ksi _j T a GRADE r �, i ... . . . I D ° ° p z #3 & #4 LAP SPLICE [GRADE 60 MIN. Fy= 60ksi] _III —III —I I ( p FINISH GRADE a (— MONO OR STEMWALL ° ? Cl) ' -0 . D 25" MIN. LAP [30" MIN. LAP] FOOTING MONO SHOWN o —" I=1 I =1 I I - W I I' �= I I ( D•° 11 1 I i1 FOR CLARITY o D °P 00 6 MIL VAPOR BARRIER =T I I p D ° 1 �I—III—I I _ O0 Cn W t A. R 1 7/8 I I- -111=1 I-1 T—II —, Z #5 REINFORCING BAR —I► (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <- 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'4% 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) c E 6x6W1.4xW1.4 WWF OR FIBERMESH � d. an n I I I=1=1=1=1=1 z I I —I I —I I J—I ff 1 I (- — ° — — • III—�—�=1 I 1=1 2 #5 CONT. _ r � #5 LAP SPLICE () III II --III I I- I I I I=1 � 1-1 � 1-1 11-1 11=1 I� •�}� •�7� I "CHAIRS NOTE: g ° ° III —I —III—I I —III —III— N . . II ° a . —III—III-1=� I 36" MIN. LAP [36" MIN. LAP] ON 3" 8" 11�,1 8" COMPSOIL *FOR BEARING WALL = 1= I— I 1=) —1 -1 T (COMPACTED TO ON 3 W1 UPLIFT ONLY III=1 I I=1 I I-1 -1 -1 -1 -1 I -1 -111=III-1 -1 I I-1 I=1 I I=1 95% MODIFIED PROCTOR ASTM 10" i III I��I— =1 4" 1141 #6 LAP SPLICE #6 REINFORCING BAR #5 STD. 90 HOOK TYPICAL INTERIOR BEARING I —III —III —III —III —I 11-1 1-1 11= i' FRAME WALL TO C.M.U. WALL CONNECTION rD� TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF'�� G WALL W/ UPLIFT SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" A. av GRADE 60 = — -f7==jR • .Q II Ill I(I III=1' _ (1) #5 REBAR w/ OPT. I 1=11-11 1 KSCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS CV M (v .4 :.• •. . s M . 4 , 00 '� IIHI •..• + a •• I. I II •. a. . I r I SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STC iRY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SEE PLAN 1 1/2" RECESS FOR VARIES 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 I I AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR & LAYOUT DESIGN TOP OF BEAM IV 4 SEE ROOF PLAN — — 00 (2) HTS20 FOR STRUCTURAL BEAM SIZE & N ' CONNECTION INFO r M — I 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 z ATTACHED PER NAILING FOR REINF. INFO. _W SCHEDULE SCHEDULE OPTION #1 ixQ SEE TYP. WALL SECTION FOR ADDITIONAL I Q P1/2" GYP. BD. COLUMN LOCATION .T. 2x > � 6x6 P.T. #2 SYP SLAB INFORMATION. HOLD GYP. BD. lj 1/2" FROM SLAB o Uj ABU66 SLAB STEP & RECESS S.G.D. M 014. Q a CONT. BEAD SEALANit T SCALE: 3/4"=V-0" S3 INTERIOR °� ° a -31 CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB a° M 6 MIL VAPOR � =1 BARRIER — 1 I =1) I=1I1= =1 11=1 I —I _III Ili 111 ill I�' 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0"QS3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" GARAGE COLUMN TO PORCH SILL O.C. PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL -, W/ DR SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD _ d INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. `�' ' ON FLOOR PLAN SIZE VARIES PER PLAN M CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS oo z g GRADE a - —_ —_ — E M FILLED SOLID (SEE PLAN FOR a a _ = 6 x 6 W1.4 x W1.4 is SIZE AND REINFORCEMENT) C7LU I = ° °•= I WWF OR FIBERMESH r, BRICK PAVERS or SLAB PER COMMUNITY SPECS a w p rn = L` � � ff z - = • • °• —_— —_— - z_ — — — " 2 a ° —JLE — 0-0 FIN. FILM 1 I I —I —III=1I 1=1I—III —III—III FOOTINGLU =1 III=1 1—III—III—III III=1 1=1 I_ BEYOND PAD REINFORCEMENi—' (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 0 v Z M _ o z z a V1 0 w •U — 0 Lu C) o r- CD CV LLJ W M Z !1j `f%j O O N L U_ III, U 000 co <t CD 39 o v d ca QAl I B D® r 2 rt zo Z � �N�Z � z U)V /may in �- o a Uj LU ELL a V � in z o 0 Z LLfA UE�'� W a N : m Qpq OrU U F W W W.F.D.. 1•J'(3.C,U ° •ate �'- r ,•r.=� r 0 C< . ti�C3 Co To the best of the Engineers knowledge, Information and belief, as ura plans and speccations contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. L NA 4600 W. Cypress St, Suite 200 I Tampa, FL 33607 www.LennarTampa.com z f a �//�' VJ x _ U< z O U Q zB a �'-- = o W z W a Qa u , SFLUo Q� Z o r U L I'_ s� Z �.../ ul cu Z �E 0 a J W � O 3:F— T"I 0 � ck ORN � Z¢Z � W Q oho Z Z •-I Eo�W W J Lr) 15 0 0< W ij t-i tl! Q Z a o v F F Q Z 110 00 rq Z RZS ao O Z U W 2 Z ¢� rn T_q 0- 1 U-) 1 o SCALE . AS NOTED DATE : 10/29/2018 TECH: MJAM ES VERSION NO' 4mO SHEET NO. S3 (2) 2x6 OR (2) 2x8 TOP PLATE SEE VENT OR 2ND FLOOR PLAN 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE 3/4" FURRING STRIPS SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD CONNECTION SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS 2x DEAD WOOD @ MID FOR CLEAN -OUT @ 8" O.C. OR 4d POINT wl (3)12d DRYWALL NAILS MIN. EXTENSION FROM 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE ❑ 7 5/8" 8" DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK ❑ STEEL AND GROUT ❑ ❑ PLATE EVENLY WALL IS 1 1/2" MAXIMUM INTERIOR ❑ HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL ❑ ❑ FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ O.C. FROM EACH HEADER FACE F/4" TO BLOCKING (2) 2x HEADER ,/ PER PLAN 2x BOTTOM PLATE W/ (1)10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. SLI 12 SEE TYPICAL WALL SECTION (Typ) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER +++ + + STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW r 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 YA NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) \—ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. —SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. TO DRAIN DOOR OPENING DOOR OPENING ❑ ❑EXTERIOR J ❑ WALL CLEAN -OUT A WALL ❑ ❑ ❑ SCALE: N.T.S. S4 ❑ ❑ 1ST COARSE 2ND COARSE 3RD COARSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT D S4 SCALE: N.T.S. 54 KNOCK OUT NOTCH LINTEL WHERE REQUIRED BLOCK Wi (1) #5 FOR CONCRETE PLACEMENT d a °11 ° d ° g" STD.90°HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL WI (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 1❑ FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. t�3 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 CREATE A SOLID BASE FOR 112"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE J J Q c � Uj T 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (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 ..,. GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. d ° ° a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2"ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. Tom/ sFF �0� N 2x CRIPPLES @ —' 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1 /2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEELAND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET FOP 'ARAGE IOOR W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1)LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. O� t SIMPSON HTT4 TYP. Qp �R U.N.O. SEE N/S4 F��NO ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL (*� Q SCALE: N.T.S. S4 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL d 12 (TYP-) SEE ELEV. SIMFpSON SP2 w/ (12)10d NAIL AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C 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 BOUNDARIES 6" O/C EDGES & 8" BLOCKING O/C FIELD " 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS = - SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB71 (24 O.C. MAX) wl MIN. 4 EMBEDMENT L IN KO BLOCK AT EA. STUD MAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK MTM— ALT. KNEEWALL ABOVE MASONRY WALL DETAIL TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END w U v? a 2x TOP PLATE 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° o ° • HTT4 w/ (18)10d NAILS (3610# SPF) ° o • HTT5 w/ (26)10d NAILS (4670# SPF) 00 • DTT2Z w/ (8)1/4" x 1 1/2" SDS (1835# SPF) ° .0° • HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (2215# SPF) ° ° • HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (3285# SPF) _ • HDU5-SDS2.5 w/ (14)1l4" x 21/2" SDS (4065# SPF) • HDU8-SDS2,5 w/ (20)1/4" x 21/2" SDS (5665# SPF) • HDU11-SDS2.5 w/ (30)1/4" x 21/2" SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT ATTACH ALL 9 • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED EXTERIOR STUDS A.T.R. MIN. 8" EMBEDMENT w/ WASHER & W/ 4)16d TOENAILS TO OP PLATE NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. NOTE: BOTTOM SPLIC MIN. 8" EMBEDMENT w/ WASHER & NUT PLATE LENGTHS MUST BE OVER STUD • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. AT LEAST 4'-0" LONG, TYPICAL MIN. 8" EMBEDMENT wl WASHER & NUT TOP PLATE SPLICE DETAIL M HTT / HDU TENSION TIE N SCALE: N.T.S. S4 SCALE: NTS S4 F= 2240 LBS SIMPSON C L P.T. ATE SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w! MORE THAN 500 OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF . la* SPLICE STAGGERED G 00/ 10d @ 8" O/C S'Te. SIMPSON SP4 SP2 SIMPSON IT k3*_ NAILED TRANSOM FRAMING INTO TRANSOM FRAMING 10t ST SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP1 RECESS SIMPSON SP4 SIMPSON SP4 J M, LINTEL a a d 2X8 P.T. BOTTOM P TE SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 SP4 2X TOP PLATE OVERLAPPING I NAILS @ 6" 4GGERED 3OLTS @ 24" O.C. aX 2X P.T. PLATE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 11 A ROOF TRUSS ABOVE 2X BLOCKING F 0 -(2) 16d TOE NAILS EA. BLOCKING ' 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5!8"X10" J-BOLTS @ 2'-0" O.C. -MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. r/ STAGGERED STAGGERED TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" 0/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY TS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. 5/8"X10" J-BOLTS PER BOTTOM _ a a 2X8 P.T. BOTTOM PLATE UU 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R SCALE: N.T.S. S4 0!9 M —o z z a) 0 +--+ LU � p . 0 LU CO N '- 8 M m _ .-@O o00 �LL00 �0 dm �fl-o �8.� rn a o A 1 B D® N C B D C v N �D --, N O M o° (A Z W gM�Z 0 z F J � CO = = L.L O �w LZ. , a IIAA _ 9, a� oW ELL o W WL z N .� - -91 Q LUN¢ a www.Fvs�xG.c ❑ ❑ vaw•� r ... ''%' -- 4' Zz ( R) �a 1. :,< � To the best of the Engineer's knowledge, information and belief, the structural plans and spedfications 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. A 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com �Z �Q Zd fa w¢�tr �zo0 zw�� y�yyg�U, a � 0o O L' ^, W Z T OU f Z a- \./ V)3 N -0 o a w U = U) wQd h 0 J 4. <Lu v U m $7 a VOce°' OJ N hLU II) Z<Q� c Q d' a<z� ~Ed9 � z z I� 2 00� J rLr)-i Lij 2: Q Q z Ln ~ o Q<Z lA 00 z o S cc)• ,` 00 z ' LLJ 2 J Z `� rn ,--I t1 Cn o SCALE : AS NOTED DATE : 10/29/2018 TECH: MJAM ES VERSION N0. 4mO SHEET NO. S4 SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS NAILING SCHEDULE FOR TOENAIL W/ (2) 16d NAILS SHEATHING DETAIL 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND @ 24" O.C. NAILING SCHEDULE FOR TOP CHORD SHEATHING DETAIL BLOCKING FOR FIRST FOUR SIMPSON H1OA w/ (18) BACKNAIL w/ (2)16d NAILS 10d x 1 12" AT EA. 2"x4" SEE STRUCTURAL NOTES -- OUTLOOKER OUTLOOKER AND NAILING SCHEDULE 1 @ 24" O.C. FOR SHEATHING DETAIL ROWS OF 45° t 24" MAX. TOP CORD. BLOCKING 45°± 2X4 CONT"L" BRACE TRUSSES @ SIMPSON H1OA w/ (18) FOR FIRST FOUR FASTENED W/ 2 1 () Od 3" EDGES OF 2x4 CROSSBRACE 10d x 1 12 @ EA. ROWS OF TRUSSES @ AT 24" 0/C. CMID HEIGHT SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 48" O.C. EACH JOINT W/ (3) 10d @ 8'-0" O/C. EXTEND AT LEAST 90% OF MAX. & (2)1 Od TOE NAILS @ AT LEAST 90% OF WEB 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d • • SILL 1!2"CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROM LEDGER TO 7/16" OSB SHEATHING & (2)1 Od TOE NAILS @ BLOCKING —I ATTACHED W/ 10d EA. END NAILS @ 6" O.C. EDGES GYPSUM WALLBOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1 OdX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS OSB SHEATHING ATTACHED 10d 6" O.C. w/ NAILS @ INTO 2"4" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD 2x4 7' ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) FASTEN WITH 10dx3" @ 4" 0/C SPACED @ 48' O.C. INSTALLED PER MANUF. 2"4" P.T. SILL NOTCH "L" BRACE HERE MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. IN WEEP SCREED 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 10dx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)1 Od NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"X21/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) W/ MIN. 4" EMBEDMENT IN KO BLOCK GABLE WEB SECTION WEB, USE MSTAM36 w/ (7) 1 2 10d NAILS & (4) 1/4"X2 1/4" SCALE: N.T.S. 55 SCALE: N.T.S. 55 TITEN ON OUTSIDE SIMPSON HGAM11 W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & ( 1 /4"x2 3/4" TITEN TO CMU BACKNAIL W/ (2)16d NAILS REFER TO DETAIL J ON SHEET S5 FOR SEE STRUCTURAL X-BRACING, AND TOP N - M M NOTES AND NAILING CHORD BLOCKING N SCHEDULE FOR INFORMATION `° 00 co SHEATHING DETAIL 1 12 2"x4" CROSS BRACE WOOD TRUSSES APPROX. 8" FROM RIDGE FASTENED AT 2x4 RAT RUN BRACING EACH JOINT W/ (2) AT 24" O.C. ON TOP OF 1 1 2 1112 10d & (2)10d TOE BOTT. CHORD FOR 4 NAILS @ EA. END TRUSS SPANS�i ATTACHED W/ 2 -16d n' 2x4 PANEL BLOCKING 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 @ 48" 0/C FOR THE FIRST (4) ROWS OF 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. O/C w/ (2) 16d (D = 0.148 , L = OR EQUAL 3) (D = 0.207 , L = 41/2) OR EQUAL (D = 0.207' , L = 41/2") OR EQUAL END T TOP & TOENAILS @ EA. END NOTES: M ATTACHED BOTTOM 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 MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH SIMPSON H1OA w/ (18) SIMPSON SP4 w/ (6)10d x 10d x 1 12" AT EA. 1 12" AT EA STUD (USE BACKNAIL w/ (2)16d NAILS OUTLOOKER SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) SEE STRUCTURAL NOTES — AND NAILING SCHEDULE FOR SHEATHING DETAIL 2x4 OUTLOOKER @ 24" TOP CORD BLOCKING 4„ MAX..O.C. (OPTIONAL - SEE FOR FIRST FOUR ROWSELEVATIONS) OF TRUSSES @ EDGES OF SHEATHING TYPICAL DOUBLE TOP PLATE „ 2 2x4 CROSS BRACE APPROX. 8" 2x4 CROSS BRACE APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT W/ (2)1Od & (2)1Od EACH JOINT W/ (2) TOE NAILS @ EA. END 10d & (2)10d TOE 2x FRAME WALL (SEE WALL NAILS @ EA. END SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD END TYP. TOP & (2) 16d NAILS BOTTOM ATTACHED W/ 16d TO 2x4 PANEL BLOCKING @ 48" 2x BLOCKING ( ) O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM 2 4 "T" ON TOP OF PANEL 1K SIMPSON H1 OA w/ (18) 10d x 1 12" AT EA. OUTLOOKER (2)16d NAILS 2x4 OUTLOOKER @ 24" O/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ " MAX. EDGES OF SHEATHING TYP. -"L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) r-GABLE TRUSS -112" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C x SIMPSON HGA10KT w/ (4)1/4"x1 1/2" -� EA. END TYP. TOP & BLOCKING, FASTEN WITH SDS SCREWS TO TRUSS & (4)1/4"x3" BOTTOM ATTACHED w/ (2) 1 Odx3" @ 4" O/C SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12)10d 16d TOENAILS 2x4 LEDGER MATCH BOTTOM NAILS AT EACH STUD ( DBL. TOP PLATE CHORD SLOPE OF ADJACENT STUD WALL (SEE TYP. SEC.) TRUSS) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 SIMPSON H1OA w/ (18) 1 Od x 1 12" AT EA. 2x4 OUTLOOKER OUTLOOKER @ 24" O/C TOP CORD Nf BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ 24" MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" (2)16d NAILS OSB SHEATHING ATTACHED • W/ 1 Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4 DIA. x 7 LAG SCREWS OR EQUAL 2x4 "T" ON TOP OF PANEL-/ " OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ 1Odx3" @ 4" O/C (2)12d TOENAILS EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON -LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION SEETYP.WALLSECTIONFOR SCALE: 3/4" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 9 ADDITIONAL INFORMATION. S .. SCALE: NT, SCALE: N.T.S. e � 55 IINIMUM 2x ;ROSS BRACING 3EE PLAN FOR OCATIONS) (2)16d PER JOINT v S N CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 0 r` CROSS BRACING DETAIL ri � SCALE: N.T.S. S5 N r` .0 i 1 GABLE TRUSS 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)10d PER JOINT TOENAIL- W/ (2)16d NAILS ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. "L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE 12 AND LOCATION) 6.9 MAX. aD 0 5 o S5 �I I I II I II I II II II �1 I I II I II I II II II I S5 F II°°` a aNm ! ° i( II ° I[ 'II.° ` II % II° \-CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES �- MINIMUM (2)16d PER JOINT \- MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)10d WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) \-BRACING w/ (3)1 Od 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 ARCHITECTURAL FINISH EXT. WALL CONN. @l NON - LOAD BEARING LOCATION /UNEVEN CLG. SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. 1" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 74" (U.N.O.) "L" BRACE 24" 0'0" - 3'-0" T-O" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) —.vry i . orr.nuvu — GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 T BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.0 TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE 7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 -t t- CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. 64L q "ql milli C I I NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) 'T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS 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)1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION 0� 2, o — o 2 U) Clto CD Q) w M 0 • Q ,_u to� � O �- U on W M IE NO N M , coM S ai 5� 000 " ANNIMMINNIMINNEftU o <Crn = 00 N o. o ra-.:- M ¢ a Al B D. N C B D C Nv N N S Z t� M Z z U) W gous43 1z vtna' 5 �¢o v�_ME��l 4.1 N W W Q N¢� g Q WWW.FDS 0 Ij NN Qa�yr IF �//z/�OFESS\Q4���,�t� r7dl'illllllt�� 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. 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com Oz 0 Wo zg W<�0 o480 ZUQ�� Z / \ 8 � j N O ^ 1.L Cn z z o a v J `F— `LLJ a z � a O-� = !! RR V a �oo 0, �z_c G EU6 QW ma U 2 � 4 k � N N,- W a 2 Z z v-1 o 0 a q � J z- a z� r1 LJ.I v $�1z 00 a ¢ Z 1 k rq z tj a z m _ ¢� � .-{ 0- to s SCALE : AS NOTED DATE : 10/2912018 TECH: MJAM ES VERSION NO. 4nO SHEET NO. S5 00 O N h cc oc ac a I. Ij rn 7 s JI h c a L C c a 1 ,r cl a V _ LJ 1X4 1/2" DRYWALL DOOR JAMB (REFER 1 x 4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL UNACCEPTABLE INSTALLTION , ♦ DOOR JAMB REFER ( P.T. TO SHT. SDW2-K1 TO SHT. SDW2-K1 TO SHT. SDW2-K1 PROPER INSTALLATION MAX. $ DO NOT DO THIS 2"x BOT. PLATE W/ (2) 1Od @ 6" O.C. FOR CONN. DETAILS FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4 #5 REBAR TYP, ( ) 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d 4" 1 X 4 FURRING 3/16" 0 X 3" LONG FURRING 3/16"0 X 3-1 /2" LONG FURRING #5 REBAR ` ' AND IDGES AND 1LED W/ 8d 02MO.00NF� FIELD 6 O.C. @ O.C., 2 ROWS STAGGERED 3-1/4" LONG X 3/16"0 TAPCONS (TYP,) TAPCON. INTO TAPCONS STAGGERED STAGGERED @ 16" 2X8 BLOCK SPACING 1" DETAIL 1X8 P.T. STAGGERED 16" O.C. @ O.C. 2-ROWS INTO 2-ROWS INTO iX8 2x BAND JOIST W/ FACE NAIL 1Od PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL MASONRY THROUGH 3 rr DETAIL STD. STD. 90 90° HOOK (TYP.) A 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. FILL SOLID BOTH CELLS HOOK(TYP.) FACE NAIBS 10d @ TRUSSNVDE(RT. WEB 3/16" x 3 -1/2" TAPCON @ 16" METAL SEAT PLATE 1X4 P.T. NOTE: O.C. & 4" FROM 3/16" x 3 -1/2" DOOR JAMB (REFER 1 X 4 1/2" DRYWALL LAP SHEATHING TO DOOR JAMB (REFER EACH END W/ MIN TO SHT. SDW2-K1 2" EDGE DIST. DOOR JAMB REFER TAPCON TO SHT. SDW2-K1 FOR ( TO SHT. SDW2-K1 CONN. DETAIL BOTTOM01 T OF BAND FOR CONN. DETAILS FOR CONN. DETAILS 1 Od @ 12" O.C. 1 X 4 _ J FURRING 2X8 P.T. WITH 3/16"0 X 3" +2 ' - NOTC @FIRST COURSE SIMPSON HGAMIOKTA @ 12" O.C. w/ (4)1/4x1 1/2" SIDS SCREWS LONG TAPCONS 2x P.T. AS REQ'D 2X8 P.T. STAGGERED @ 16" O.C. 2X8 ` INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1/4" DETAIL +5� NOTCH WEB AT FIRST 2 COURSES E '' ` BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PER PLAN FOUNDATION FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A = 1610 #FOR 2 STRAPS FILL 1st4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX SOLID W/GROUT 2 -0 1 X 4 FURRING n SOLID BLKG. AT TOP BTWN. 8" 1 PLY PRE-ENGINEERED TRUSS BLOCK HEADER ARCH BLKG. &BUCK 1/4" x 31/4" TAPCONS SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS 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"x21/4" TITEN = 2150 #) <: 2 x 8 45' DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION -; 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 1/2" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. ; •a SCRIBE (NOTCH) BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3)10d NAILS AT EA. END RETROFIT TRUSS DETAIL OVERRAN • CONNECT W/ 8d NAILS BRACE/ BLKG. . . _a N.T.S. • a,. INSTALL WDW. SCREW ANCHOR 2 x4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 4" MIN. OF BRACE 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO Z-6" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED W/ 3 #6 X 4%" WOOD ) () * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 314" - NO REPAIR REO'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL / (2)10d NAILS @ 8" O.C. ARCH DETAIL J 4 MAX. RAD. USE (1) SIMPSON 1/2 HD TITEN (CENTERED) w/ x TO TRUSS TOP CHORD �V�RygN MIN. 4" EMBEDMENT AT 16" O.C. + �FN r u r n 1 -O 5 -O SCALE: N.T.S. SS 12 + + OT H PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24 O.C. + + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS ° , .. �• ' WITH 1/4" x 31/4" TAPCON (1 1l4" MIN. B_B ROOF SHEATHING ATTACHED + REQUIRED >• ° /4" MAX EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL TO SUPPORT ° • ° o.. #5 BAR 2 0 81, TRUSS + + SOFFIT bD n ��"'e D ° CENTERED W/ 2 BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON + d ° °> 9 H IN TOP 1 X 4 FURRING BLKG. &BUCK 2X6 TO 2X4 H2.5A w/ (10) 2X4 SYP r ®s o ° ' o ' KNOCKOUT / cN 8d NAILS EACH TRUSS _ , .' ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCKYr PROVIDE 2 x 8 DIAG. BRACE B 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ CONNECTOR d MONO FOOTING ' — •D e • ° VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE (3) 12d NAILS SEE LINTEL .. SIZE AND REINF. PER PLAN AND SECTION DETAILS I BRACE EXCEEDS 24" BUCK- (1) WITHIN 4" JACK TRUSS PROVIDED BY SCHED. LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL ° ° 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT .> b z DIRT TO BE INSTALLED BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL ° °ffTANDARD o SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION o HOOK N #5 BAR IN TO FIT ARCH CONNECT W/ 8d NAILS START OF ARC IF TRUSSES USED) W/ (2) #6 X 4%z" WOOD FOR OVER HANG FILLED CELL, • -. • - r • -, • - r , �. �., 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") . ., . _ J . _, ., INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)1 Od NAILS EQUAL EQUAL WALL USE (2)1/4" X 31/2" TAPCONS AT 16" ►: ', �• ,, e• , ,,, �• , 'r � Pk ',' b..ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 O.C. PER INSTALLATION DETAILS B-B ARCH DETAIL rK SECTION @ ENTRY L SECTION @ ROOF EXTENSION M STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" = V-0" SS SCALE: 3/4" = V-0" SS SECTION DETAILS SCALE: 3/4" = V-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR x 1 SIMPSON2" MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER "SQUEEZED" W.W.M. AT PERIMETER 1/2" NAILS STUDS & (1) - NAILHTT4 U S & (1) COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. 5/8" DIA. ALL THREAD ROD L � #5x6' EMBEDDED INTO EXISTING BOND BEAM E INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS ) 9 a. PANEL PER ANCHOR) g OCCURS TOP WITH MIN. 3 EPDXIED w/ SIMPSON SET � Z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 6 �" EPDXY MIN. 6"EMBEDMENT & \ ` 0 SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER F.F. P 3 MIN. EDGE DISTANCE g FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP w U-1 NON SHRINK GROUT, 4 LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° 0 v A THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL o o� n w REINFORCING AS FOLLOWS: 1 ' 1 * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT — : �, o a J * PRESS PANEL REINFORCING INTO PLACE. m I U z #5x6' EMBEDDED INTO "MIN. LAP SPLICE W/ P ° _ EXISTING FOOTING (2) #5x6' IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL —� CO LO FILLED CELL SMOOTH. DO NO FURROW. , ° ° I 04 DRILL 3/4"x5" MIN. HOLE F PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT GRADE ° ° rr� SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6 MIN. LAP D G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: M REMAIN FREE OF MORTAR. _ z \ ' H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS 11 SEE GLASS BLOCK INSTALLATION NOTES. c TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE ALANT SE , ° 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 " MIN. COVER EAWAY 16. 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 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. s C4 V cM _ o z z� V) (D � w t'6 � OV w D N F o c6 U 0r- m CN L.l.f N M M co M _ E2 ;s O o 0 U 0 ,_U_00 cD in a C,¢m e7�� i Q o AN B D. r � O � V�i N Z CAI ���,z � z U) Y. cn _ 'o oLU cu oo w LL Z U) W U o www.�, itf/fff ❑ XV F3 " ' To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential Bth Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oz 0 17) 9 z fZ� W C uzo0 Z Se uj w a.000 LL A '< W N zzo s' z O > CL r U zz C N -a a O ,� � LLJ L� U U) J LU 8 z F0 lr 0 '�QJy WARS S Urn'° O gQ y� �'F A 1 ` 21 C a f a F¢ o�o Z Z J aw0 2: N Z Z Iyj S 0 00 Z � = �z a rn0 r_1 a 0 s SCALE : AS NOTED DATE : 10/29/2018 TECH: MJAM ES VERSION NO. 4s0 SHEET NO. SS 00 0 N 0 0 E2 CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 NAILED MAY BE NAIL (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) IL 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. TRUSSi 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 BLOCKINGBETWEEN EA. TRUSS MAX & EACH END ALTERNATE , w DIRECTION TYP. ----- /--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 DIAGONAL - AT 8'-0" MAX TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH � I� •�c IT[ I�' TB PRE-ENG. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — CHORD AT ALL HAND FRAMED AREAS TYP. TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Ck OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �'A TRUSS HIP G.T (2) 12D NAILS J AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE:NTS (2) 2x8 #2 SYP w, O.S.B. FLITCH PI TOP @ TRUSS E U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY MASONRY WALL 4 SCALE:NTS SIMPSON LSTA18 VERTICAL SCAB 2 x 6 w/ (12) 10d NAILS L.SEE PLAN #2 SPF 48" O.C. W/ (4) CENTERED AT SIMPSON HUC410 w/ (14) FOR CANT. 10d TOP & BOTTOM SPLIT TO TIE 10d INTO BEAM- SEE16d INTO HEADR &(6) 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 (a7 INTERIOR BEARING PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT VARIES 2X4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d TOENAILS TO TOP PLATE & (2) 12d END NAILS TO TRUSS BOTTOM CHORD SCALE:NTS ROOF SHEATHING r� ATTACHED PER NAILING SCHEDULE COMMON TRUSSES. SEE TRUSS PLAN MIN. (2) 2x4 FOR CONNECTION SPF TOP INFORMATION. PLATE VARIES SEE PLAN FOR WALL LOCATION MIN. 2X4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO SEE PLAN FOR PLATE BELOW OILTOP OF WALL o MIN. 2x4 #2 SYP P.T. PLATE W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE d 16" O.C. MAX. INFO. SECTION @ ENTRY r8 SCALE:NTS 7 SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN FOR COLUMN SIZE 1-4 INDICATED ON BM. & ADDITIONAL INFO. SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SC EDULDE/PON LANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT KA SEE ROOF PLAN SCALE: 3/4 FOR BEAM SIZE & "=1'-0" CONNECTION INFO. BM. SPLICE OVER CENTER OF POST A A I 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) CORNER SEE FOUNDATION PLAN FOR MORE INFO 5" �X COMMON BM. ATTACHMENT SCALE: NTS 2x4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE: NTS SEE 1 /S5 FOR ADDITIONAL OUTLOOKER INFO. 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. �• 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 COMMON TRUSS 44. SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE rj� SCALE: NTS 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 AS REQUIRED KNEEWALL ra ENTRY FRONT WALL 2x4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3)10d SCALE:NTS ROOF AND EXTERIOR SHEATHING ATTACHED 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 At 7 OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 41/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: NTS LOW ROOF/WALL SHEATHING ATTACHED PER NAILING SCHEDULE 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/—­' L (2) 2x6 BLOCKING UNDER FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE:NTS��j DETAILS &SECTIONS (D zM _ o z° z� q J 4--+ W M a 0 W tonp U 9� m N W E F 8 CM M cc m M = a? U ,-a OOP tU_8 Uy3 �6 Q Nao O, Lo EL!*:,a<o All B D• N�/r N �O � N # �M�z Z LU W w z LW y N a w — LLo 0. W ¢ =r 0 > — 0 0 = E: O x N z o °� W N Q M� A N O U ❑ E]ww vA >t�iii r �• ••• N O f•.� • G • �V �� •��' 'v r�(1� r V V OC z , •�' fie. �••• '- �. F L .= •. . 1 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 4600 W, Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com o z 0 H uj wQa00� zoo gL L Y J ziLu0� /�//.{/�` 8 c e ' N rf, Ln Z o U3 r-1 LJJ U) J 9po Y r— k W Z<Z� I� W�a Q gr*� ZT__I � 32 tj J�..� W azu LLJ 2:z t- i gi-6 Z 00 108 z = "R aUj z rn V-i 0- SCALE: AS NOTED DATE : 10/29/2018 TECH: MJAM ES VERSION N0. 4mO SHEET NO. D 1 nl 1 11 1 i-I I I., t 1,1, IT., Il,iiri co N C" 0 cnr n r ro WEATHER ✓E BARRIER & 2ARILY SECURE 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 EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW rv�onuv�a rwonu�u 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 JOK UNDER DECKING ED FLASHING (SEE DETAIL WP07) O� Q SELF -ADHERED FLASHING M l4 0 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%1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WPO2) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK �Ti�Li1F�1 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 8 2 8 2 r 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 Q SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED ASPHALT RUBBERIZED NEEDED IN CORNERS. ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED FLASHING SELF -ADHERED FLASHING �o SELF -ADHERED FLASHING INSIDE CORNER SCORED RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) �Ground� SELF-ADHERED FLASHING SELF -ADHERED FLASHING • FOUNDATION WEEP SCREED DECK JOIST , OUTSIDE CORNER I • 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(Din each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL NOT USED NOT USED NOT USED vim SCALE: NOT TO SCALE Inme 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 0 "' La 0 e C) � N z� �C a t� z cc W 4--J � o •O w-(D-Ln 0f ZD m ~ CO m LLl E M C N Saoi notM OoN U N �o +�' U_00 COno Q rn u72.ZS rn¢ o NCB -DC N �O Z N8CQ W zU)ZW�C u ii W LW dN W V Et � a O rn .Z N�c�� Oc4 �O m o W a QME� Q W N ¢ M Q UMZ N o C v O WWW.FDSENG.COM CIO N N 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential Sth Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oz O Lo Z w Q. Z � Q 2ZW '^ a m ° / \ J w N Z Z L N ~ r �oZ IiY Li w C) I L�_ L O z ~ a G W O 0 U 1 CC Ll i 9 °Oo . 0 F oIM Lu IV-W TF `> a ¢¢*� �� z ,UO�o it J _ z i- 4 $a0 �o a Z yLLS Y Z Z L 7 O °� lib 06 Z :5_ W Ln N ¢ rn .-+ 0- cn o SCALE : AS NOTED DATE : 10/29/2018 TECH: MJAM ES VERSION NO. 4w0 SHEET NO. WP L N ie 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 load as the lowest of the following: 1. Lowest ultimate of three tests (or average of 6) with a safety factor of 3 2. Average load at 1/8-inch deflection 3. Calculations per American Wood Council National Design Specification for Wood Construction (NDS) The primary changes in ASTM D7147 are requirements to measure properties of the tested materials, such as steel strength, fastener strength, and wood specific gravity. The tested ultimate loads must be adjusted when tested material properties exceed the specified properties. ICC Evaluation Services (ICC-ES) revised AC13 Acceptance Criteria for Joist Hangers and Sirrlar Devices in October 2016 to incorporate a methodology to evaluate products tothe 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 visit www..strondtie.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. /6P4 Keith Cullum, P.E., LEED AP dvdBDW Engineer, Southeast U.S. Branch Pagc 1 of 1 Simpson Strong -Tie Company Inc. 2221 Gauntry Lane McKinney, TX 75669 Phone: 972.542.0326 Fax 972.542.4139 www.slronatie.com ��:,' y,�3 F' v ' � , rtti. sy.:� � y-'r., '>i? ➢°.�'�. �f 'awl ?. �4 �� >-''„ e. t "'f � ,j '� o{>:. �' {�T� � nS: . :>� FL10446.2 �+ �.3`"Y "�f' � ,':�C •;`_ 'R, , r �?0. �sT .L"%3i'' ESR-2606 £�i;,r>` ..:c - 5`,- A3 -2¢",' <r -... FL17244.1 F�� ,�..� � `T-a R �3, ESR-3455 �'4':W" A23 HD210-2 F1_17232.3 ESR-3445 HU210-2 FL10856.4 ESR-2549 1-10212-2 FL17232.3 ESR-3445 HU212-2 FL10856.4 ESR-2549 H0216 FL17232.3 ESR-3445 HU216 FL10856.5 ESR-2549 HD216-3 FL17232.3 ESR-3445 1­11.1216-3 FL10856.1 ESR-2649 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 HU610 FL10856.10 ESR-2549 HD0410 FL17241.7 ESR-3444 HUCQ410 FL11468.11 SIM200804 HGA10 FL17699.1 Evaluation Report HGAIOKT FL11470.4 SIM200803 HGAM10 FL17699.1 Evaluation Report HGAM10KT FL11470.4 SIM200803 HHCP2 FL17236.7 ESR-3448 HCP2 FL10447.2 ESR-2551 HTA16. FL17680.4 Evaluation Report HETA16 FL11473.5 SIM200802 HTA20-18 FL17680.4 Evaluation Report HETA20 FL11473.5 SIM200802 HTT16 FL17324.2 Evaluation Report HTT16 FL11496.1 ES-0130 HTT45 FL17324.2 Evaluation Report HTT22 FL11496.1 ES-0130 HTW16 FL17244.8 ESR-3455 HTS16 FL10456.22 ESR-2613 HTW20 FL17244.8 ESR-3455 HTS20 FL10456.23 ESR-2613 HTVJ24 FL17244.6 ESR-3455 HTS24 FL10456.24 ESR-2613 HTW30 FL17244.8 ESR-3455 HTS30 FL10456.26 ESR-2613 HTWM16 FL6223.2 Evaluation Report HTSM16 FL11473.11 SIM200802 HTWM20 FL6223.2 Evaluation Report HTSM20 FL11473.11 SIM200802 HUGT2 FL6223.3 Evaluation Report HGT2 FL10456.18 ESR-2613 HUGT3 FL6223.3 Evaluation Report HGT3 FL10456.19 ESR-2613 HUS210-2 FL17232.6 ESR-3445 HUS210-2 FL10856-R4 ESR-2549 HUS212.2 FL17232.6 ESR-3445 HUS212-2 FL1D856.11 ESR-2549 HUS26 FL17232.6 ESR-3445 HUS26 FL10856.11 ESR-2549 HUS28 FL17232.6 ESR-3445 HUS28 FL10856.11 ESR-2549 HUS28-2 FL17232.6 ESR-3445 HUS28-2 FL10856.11 ESR-2549 JL24 FL17232.7 ESR-3445 LU24 FL10655.103 ESR-2549 JL26 FL17232.7 ESR-3445 LU26 FL10655.104 ESR-2549 JUS210-2 FL17232.11 ESR-3445 LUS210-2 FL10655.107 ESR-2549 JUS24 FL17232.10 ESR-3445 LUS24 FL10655.109 ESR-2549 JUS26 FL17232.11 ESR-3445 LUS26 FL10655.111 ESR-2549 JUS26-2 FL17232.11 ESR-3445 LUS26.2 FL10655.112 ESR-2549 JUS28 FL17232.11 ESR-3445 LUS28 FL10655.113 ESR-2549 JUS46 FL17232.11 ESR-3445 LUS46 FL10655.118 ESR-2549 KLEG3 FL17241.15 ESR-3444 LEG3 FL10667.71 ESR-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 ESR3455 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 LTS20B 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 FL10446.15 ESR-2606 MP34 FL17244.23 ESR-3455 A34 FL10446.3 ESR-2606 MP4F FL17244.24 ESR-3455 LTP4 FL10446.19 ESR-2608 MP5 FL17244.22 ESR-3455 LS50 FL10446.16 ESR-2606 MPH3516 F1_17240.3 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 1`1_10852.9 ESR-2105 MSTA36 FL17244.18 ESR-3455 MSTA36 F1_10852.9 ESR-2105 MSTC40 FL17244.26 ESR-3455 MSTC40 FL1D852.11 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 MBHA3.56/11.25 FL13904.6 ESR-2616 NFM35X16U FL578.3 Evaluation Report MBHA3.56/16 FL13904.6 ESR-2616 PAU44 FL17239.13 ESR-3449 HDU2.SDS2.5 FL10441.4 ESR-2330 PAU66 FL17239.13 ESR-3449 GLTV3.516 FL10667.8 ESR-2615 PHD2A FL17219.3 ER-0200 FGTR FL11473.2 SIM200802 PHXU3516 FL17241.20 ESR-3444 CS16 FL10852.1 ESR-2105 RFUS FL6223.5 Evaluation Report H1 FL10456.5 ESR-2613 RS150 FL17244.27 ESR-3455 H10 FL10456.6 ESR-2613 RT15 FL17236.3 ESR-3448 H10-2 FL10456.7 ESR-2613 RT16-2 FL17236.2 ESR-3448 H10A FL10456.6 ESR-2613 RT16A FL17236.2 ESR-3448 H3 FL10456.13 ESR-2613 RT3A FL17236.3 ESR-3448 H4 FL10456.14 ESR-2613 RT4 FL17236.3 ESR-3448 H5 FL10456.15 ESR-2613 RT5 FL17236.3 ESR-3448 H2.5 FL10456A1 ESR-2613 RT7 FL17236.3 ESR-3448 H2.5A FL10456.12 ESR-2613 RT7A FL17236.3 ESR-3448 H8 FL11470.3 SIM200803 RT8A 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-2813 SPT4 FL17244.32 ESR-3455 SP6 FL10456.44 ESR-2613 SPT6 FL17244.32 ESR-3455 SP8 FL10456.45 ESR-2613. SPT8 FL17244.32 ESR-3455 SPH4 FL10456.46 ESR-2613 SPTH4 FL17244.32 ESR-3455 SPH6 FL10456.47 ESR-2613 SPTH6 FL17244.32 ESR-3455 SPH8 FL10456.48 ESR-2613 SPTH8 FL17244.32 ESR-3455 U24 FL10655.141 ESR-2549 SUH24 FL17232.13 ESR-3445 HHUS28.2 FL10655.3 ESR-2549 THD28 FL17232.16 ESR-3445 HHUS410 FL10555.4 ESR-2549 THD28-2 FL17232.16 ESR-3445 HGUS5.25/12 FL11468.11 SIM200804 THD410 FL17232.16 ESR-3445 HGUS414 FL11468.10 SIM200804 THD412 FL17232.16 ESR-3445 HDQ8-SDS3 FL10441.1 ESR-2330 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 UPHDS FL17219.5 ER-0200 HHETA20 FL11473.9 SIM200802 - - - LGT3-SDS2.5 FL11470.7 SIM200803 - - - LGUM26-2 FL11473.12 SIM200602 PRODUCT APPROVAL SPECIFICATION SHEET (2018) March 28, 2018 As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approval Numbers) 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) 171_20461.9 +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.14 +67.0/-67.0 psf ThermaTru Classic -Craft and Benchmark FL15225.1 +67.0/-67.0 psf ThermaTru Smooth -Star and Benchmark FL15225.5 +67.01-67.0 psf ThermaTru FiberClassic, Smoothstar, ClassicCraft, Rustic FL7640.1 +67.0/37.0 psf B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf POT Series 5570 FL251.10 C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psf Clopay Building Products Residential WindCode Doors W5 (16X7) FL15279.53 +30.01-30.0 psf Clopay Building Products Residential WindCode Doors W6 (8X7) FL15279.85 +38.0/-42.0 psf Clopay Building Products Residential WindCode Doors W6 (16X7) FL15279.102 +37.01-41.0 psf D. METAL LOUVERED ORS 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 +40.01-50.0 psf C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.01-40.0 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 N/A Florida Metal Products, Inc Vent RV10 FL21580.3 N/A Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A Boral Tile Saxony 900 FL7849-16 - FL7849.20 N/A F. METAL ROOF Gulf Coast Supply & Manufacturing, LLC 0,032" Aluminum GulfLok 16" wide roof panel FL11651.2 R3 N/A 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn, see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999A N/A MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must beavailable to the inspector on the jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE CD Z5 > /r 1 i..r U N N Q_ OCD 0 O CU -0 0- 0 i = CIO 0 _O tU � p > M Cn '0 CD E O I- -0 .0 VJ W J W co `u O LL U O V!'W'^ cu m 1 L� W z J z a SHEET NO. PA 1.0 0 "s N � Florida Departlent of Business & Professional Regulation Building Codes and Standards Product Approval Application Debit Pqp 1 1/0018 Florida DepaMront of Business & Professional Regulation Building Codas and Standards Product Approval Application Debit Psgel +/Mae Florida Department of Business & Professional Regulation Building Codes and StandardsPap Product Approval Application Defeat 115=8 BuilFlorida Departmeding Codes and Standards l Regulation Product Approval Application Detail P I15wis Q -1t-4 Q = O (' 0 � 0 _C_ �♦ W �/ t� f��'ii�'''iii r�e VO v_ 0 L �• O Q /� \ V O to a}• CU O V � C -C � 0 fa r /1 ) �11 �y A ICU `V O L Fl, sonde Erdkca[ Bata go 2MLbotli■ 20 neon Yerskn Ikon lrs[ E■Wuj LkaBu Yakiatd by 7lBW■d SaCsrdIW lLC2oarsol At®rsd a" Revision 2017 Tnamra-Tru Corporation Rkn Wright Lyndon F. SumNtlL P.E.evision Ryas J. lap, P.E.P.E 10M52D77 07M2lm17 teV'1812017 12M22017 Approved Cas categ ry: Scar gkon (419) 298.7740 PE•d340D (813) 7874665 BulxCatagory: Swlnping Exterior Door Assemblies r ionts.hld9uoneuBaNe• Compearoe McNoo Evaluation Report flan a cem Fonda Registered Archbot or a Lkeesed Florida Prof es rnal Engineer FLA2041111,114IC! products 9aYklA A Bon Aoprovedforttea lo�at gg� Hand Product Medal. Nroe.r er N. n. Sm�tEaaldongata In HYME glee l>mi &del= d— &quot;N Single &quok Opaque 12/J7/2020 No Yq No WA 1 0. Therms -Ton W»r-C4x10 and 8nwotlr-titter Nompos 8s Edge Conpcese Edge FbrgWas SWpte Door pnswaglOutewfn9; X rwnApuration) Smile EMOl gate RO DakPmdi■ gate IIm Vermin eleoliaatm[ c EoalDeat.dLLWan Validated md"d ag MCAao■rat Amsted afaaa Revision 2017 Thwma,-Tru Corporation Rick Wright Lyndon F. Sdunirk, P.E. Ryan J. King. P.E. 1y132017 121192017 1221201T Door e ftw 2r8.1740 PEi940B (813) 7874656 BubCatagory: Swkplop Exterior Door Assemblies mdlar®nv4ddpcensugasb. Subcategory; ry; swinging Compliance IleUio I Evaluation ROW Ian a cem RaghEned Arohaed a a LlosneedFlorioa Professional Enpineer FL920ast4t2 rise■ b� a gars pro Deb POWim Bate Tyro vwdm Nmdeataaf([ 9,mrt EdkW &UL VamdsbdBy Voldad a�W LRifcA■ra1a1 Aporwed AOM 2017 Therms-Tnr Corporation Rick Wright Lyndon F. SchmWL P.E. Ryan J. King, P.E. i0/I 017 07/1212017 1a+78f2017 12112rd017 Approved Category: y:fivA Door p19) 298.1740 PE19409 p113) 7874866 BnbCdepory: BwlapWg Exterior Door AesembM ritlovembxtpceasuasnte. Oong9anee Nov" Evaluation Reportelxm a ram Florida Registered Ardiaed or a Licensed Florida ProkuionY Engineer FL120"14R2 Products 9W&LA■UUM Ault Aaa:madleJke Weed 22VM $d! Product Medal Number ar via r F htGt1Z Balkkd 6 f. Therm i Fbw CWssk and &txootix titer Nominal USM aqud;Non-hnpad&quot Opaque 1213IMM No Yes No WA. Conpogfe Edge Fbeglw SkgW Dow (Iwrtrg�WYp; X ronBgurabn) Aga■ �Ca tiak 20 DOW P.Watm gas 'Gone VaDdm !Ym(mba � Bndneeelio.w.yestlWdof VIFAMM Handad MCA9e■W AmL41Cd Revision 2017 Themm-Tru Corporation Rldc Wright Lyndon F. Sd net PA. Ryan J. King, P.E. 12/1312017 1211312017 122112017 Pending FBC Approval C•laa•rY: Exterior Doors (419) 21 174D PE•43409 (813) 767-M6 SubCabgory: B.Mgix9 Exbrlor Door AbemalW fidm�mbldQceroutsma C•rrrpeeice McMprt Evaluation Repot from a ram Fbdda RoaW*red Amtgbd a ■ Licensed Fbnlda wrFlorida Pnofeeelonat Eagin 2d� answer IMk gate alkEle.m gate Omit Ymlnn Nma�■c contest EnubmwaLtrw" vaa.rdBy Validated Haladled FICAsaeW AWO Revision 2017 Thom o-Tru Corporation Rids Wright Lyndon F. Sdu*K P.E. Ryan J. long, P.E. 70H5/2011 07N2R017 1W18 017 12r1212017 ApprovedValidated•ice CatsigW. Exterior poop (419) 2WI740 PE-43409 (813) 7674555 enbcfM9ory: 8winplop Exterior poor Acevrsb8ee riokw�rwekgeoneuawb. Florida R69WW W Ambled as Lbwmd Flaids coon Professional Efigkev ELtL"uA Produete A■mntlmcise AIolmMffiBm ltttwrd 13aatm HotA Product 9p in HV Z g1Wdl HvHz J P.rsMaDt 9 I. TMrma-Tru HberClasdr and Smooth -Star NomkW gY3S;8 &qud;Non-hnpaditim; Glazed 12r3I*= No Yq No WA Composites Edge Floepleea Single Door orewMgl0uitewiog; X Configuration) w2ar.14rsCde Erdkt 9r plate gate Data emma Bak Time %r,,i- Wedegb[C Conical E■krtillm 1 bli&% n Swww Mrsa9renl Aaarslad S" Revision 2017 Themm-Tru Corporation Rick Wright Lyndon F. Schmidt, P.E. Ryan J. Kbp, P.E. 12N3ft017 12113r2017 12/212017 Pending FBC Approval COMM:CWgoy: Exbdo Door does 2-tug0 PE-13109 (813) 7674566 BWCatepay: Swb�rxg Exterior Doe AseembBes rideworADldgmroueams. Coreparae MMlsetl: EvsNletlax Raped from a Dorn Florida RagWereC Ambled or a Llow"d Floridabcomis Professional Engineer EL 19Pl 44tg S8d! Enftw gad Ilk BatePd.m gate nfm i(lfelm ft itl�aGi Pmat0alLL.L �JC Ytdd� aY pRl Hkam Revision 2017 Tategor : Corporation Rick Wright Lyndon F. SChmiol, P.E. Ryan J. King, P.E. 70/182017 07I72r2017 10H82017 iZl122017 Approved Su Cab0•ry': Swinging t419) 29B-1740 PE-03409 (813) 7t17d666 Exterior DoorAtssm a ridnvQrvhMpoonautlelte PrOfwsww En�llgrEvalua0on Report Iprri a Obnn Florida Rep4teredAmbled or a Licensed Florio g add Prptlret War. Nude or Name kL1Qi ! P.reulrs 11 n. Thenna-TruFbMlaplo area BnnoN-Shr NorW1M 88i39;0 &gwkNOMmpaa&quot ONmd 12131/2020 !b Yq No WA Composite Edge Fiberpless SVpN Door Fda2nasl Rs (Iewi 4JOat.wlag; x codpw.eon) � EDdOtaE lsde risk gate liesdateleg amkmm mm � � � Revision 2017 Therms-Tnr Corporation Rick Wright Lyndon F. SdmkK, P.E. Ryan J. KYp, P.E. 17/732017 12H3It017 72212017 ding F8C Appn Category: Exsnor Doom (419) 298-1710 PE-43409 (813) 76745% EwWaBar SwingingDowA m iteorb ��nsulteaft Floridal0a RagisbnA: gala d or a Liao* Florida Professional Engieer A S3■ 6aafat Im■9i 91�LA WMM Aa�for Use krm d ➢eaten QWN LAaMmm A Bon Approved for lawn d got■ FLa20461.Ra proaaete sea! FroaudMedal.NpmbewM.ma E InHVHZ OubskleHVZ REAM Premium Hffia S li�lmJ■t InHVHZ outside Bolatont Perin will ProduatillasIANUmbewormarm Elm IaIAQZ 9UW"1t1ES eddskd PJmlu gwlktAaemoaa eeaanal�Mlke A Jke !,coed 1Lakn 1 L Themes -Ton Fiber•Cpgb and Smoota-Star Nominal 6&1l;N 39;8 8qudon-mlpadliquoh Opaque 12131r" Composite Edge FiberglassSngle Door (InaaArglOdea'Mg; X conligumlbn) No yes No NSA B is T71smn-Tru Fiber -Classic and Smootd -Sh r Nominal$&=;0 8quakNOMmpad&quot opaque12/31=1 Composite Edge Fiberglass; Sings Door onsmV00utavirg: X mn8puradw) No Yq No WA 9 1. ThemwaTru Fiber -Classic and Smooth -Star in Nominal 6&M;8 &quotNon-Impad&quot; GWad 121312021 Composite Edge FINOW Seale Door (-WWOu brmig; X a-lgumbon) No YOS No WA �d 14 Product Model. Number or Nug n. TMrma-Ton Fbr-CWek: and SnacU1-SMr Nordnq 8839;0 &quotNon-ImPactliQuok Glazed 12/912021 Compoefs, Edge FaNglaws Sloe Door In1GQY ! P� NO Y44 NO N/A (InWAVK hewing: X romigureWfl) Florida Deparenserd of Business & Professional Regulation wig., d, Florida Department of Business & Professional Regulation Papa 1 a 1 Building Codes and Standards lrarmla Building Codes and Standards 1/5"le Product Approval Application Detail Product Approval Application Detail Florida Deparbrterrt of Business & Professional Regulation Building Codes and Standards Page I al I Imaon Florida Department of Business & Professional Regulation Building Codas and Standards page 1 or 1 verm+a B Sark I1rm Vmkn MMdMbNK Erdklat Clu= imbEL&Lktme lhltiatedBy !� go ywklod lmkgYd ! Bak FROA—vat Aoo[mrsd aka: Srsds LM Vmlm lam Ca= P-Ineallktm validated By 20 !� Ydskkd Ai&Mmld FIIQ Aastmel Bak Aoemnd AMR Product Approval Application Detail Product Approval Application Detail Revision 2017 M erma-Ton Corporation Exterior Door Cateig": ESRA SuICMpay: Swinging Exterior DowAssembsea Compiance ideated: CedBkatbn Mark Or Listlnp Rick Wright National AmarWtetion & Ryan J. Kkg, P.E. (419)2WI740 Management msaute (813)7674356 ridmenWkgconsNtanb. O0111 12rAM17 O9,2112017 122212D17 Approved Revision 2017 Tt--Tm Cwpoma- Caea9•ksg Exdebr Doom suaC.reaY:emoting ExteriorDOorAegmbllea Compliance (leered: C xislcetlon Marc or IN" Rick Wright National Amedhtlon & Ryan J. King, P.E. (419) 298-1740 Management Ineauhe (813) 787d665 rar«nlitnwlocomulants. tom 12202017 OW212017 12222017 Approved B#15332M I9aa Yenim RevWun 2017 BYmdlgam all Window► and Dona Smsle9t EpakBaJlLl� Validated law Bret SWAger Luis Roberto Lamas Steven M. Urich. PE Y $uYmtllW O3013rm17 O&r112017 ■ go IEc.Aoumal Aosimaa ON152017 f 011012D17 a3eLLL Approved Aa16A17411t rigo lYlte YMako Revision 2017 Manufacturer MI WWtlave aid Doom Kntftv or cmkst Eoa—[3J.ksmes YeEdatW.IY Brent SMogv Lots Roberto Lamm Steven M. Urbh, PE 20 no Data pow"Ifts, 20 Ya9tlekII allYmaktl PBS'cApproval Aggroved ateLu O61132017 08 I12017 O81180117 10/102017 Approved Category: Exterior Doors (717) 386.3300 PE42514 (717) 317-MM Category: Ex Wla Doors (717) 3654300 PE-62614 (717) 317-8454 Subcategory: $Wfng Exterior Dow Assemblies bersagvGmiwd.cprn SubCabgory: Siding Exterior Dow Assemblies bs"oy iwd.oan HmH Quaft Assurance P 22okloxukwmao A17a13nadlg(k! A■myedkfSk! In HwHZ QuIsi Irsmat MVHZ I Beaton F� AMR Produce Modial. Numb, or Name Quality Assumnae, emaWL2mmmm 2209ULCORWA20 Alike A9armCdle Use In HV Z oubade, NVHZ bm9S Isdillito Ikaten P— CompiWlq Ms&W. Evakisdon Report aom a Florida Registered AmMad or a Licensed Florida Compllesee Meow&evaluation Report froma Florida RagisWW Addled or a Licensed Florida 1 a. &quotClessfoCralf&Wwc and 8 tuo0Bsndxmark by Ttlerrrmo-Tnr&quot 64 aid 810 Opaque and Glared Fbrgle rs Door with 12131rm21 and mhod SfdeBq. Irwmp and Oubwing No Yes No WA 5 a. &quotSmootlx-3br&quot and &quoCggtivnark by Themse-Tndquok 8A aid BA Opagw and Gisastl Fbnglaes Door with 121312021 aril wNnad SateW. Mwirp and OubwMg No Yes No WA Profsasbnsl EngNeer glalkLAm AmanniniCtorUse Anammadkrlke Ia= BUBe Professlorel Engineer Gusi Amumenews Aaa®rsdffisibt Adisroviedkciks hoped gsatm Search Crftwlo Egad ModeLtiumborwilarwar Product Damododw Contrast Earkadon Dab In Hog 3"JILd P.maMm deg! Model, Number w Nam Product Descriodw Contract owboam InHVHZ Ouba etiYlii 13 3neeme ammh Oriental 3 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OXO 12131r2018 No Yes No WA 4 SERIES420ALUMIWad SGD REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OX. 12131/2018 No Yes No WA 145•3m8quotx9S&qu0t XO, XX 96&quotpr868quot Florida Deperbnent of Business & Professional Regulation P.ga 1 e I Florida Deparbrient of Business & Professional Regulation spat, d, Florida Department of Business & Professional Regulation Building Codes and Standards Pap I Of tl&79+a Florida Departrnxtt of Business & Professional Regulation Budding Coates and Standards Paga 1 al 1 I/Note Building Codes and Standards vara0la Building Codes and Standards +�18 Product Approval Application Detail Product Approval Application Debit Product Approval Application Detail Product Approval Application Defog B0115332a4 lJ ELI 5279ila Stale Enft a bdt dick Bate eaelem 20 amig ion 220 Enthy or 211a Bete Data Pencim gate 226 MUM YMatm maladstwoc Enftw gw= EogialwALlatima V N&dd IN 1212 Batt YadtlatW 6MkMftd Data po.lta BJde F89AImrawad Aa®ad sees 29& LM Yarslm meadi dloc Erftvor SRO= EDP Validated Be Bata Batt DabPOnAm Yddad Awmd kd FIND dnora al I■t Agorsrd alder LM Version Revision 2017 Meadisagaig Clopsy sueding Products Company timed E.Ok�.LLia Valdidedby Mark WsshwFAld IrtadNc TealWp Services NA, Gary Pkehlw MOW alahmald 110920/7 OB I0I2017 FRO Approved Am■atl IZW=17 AN" Approved ]time VMW- Revision 2017 la■dMam Clop ry BulWhV Products Company Bmeat CoOh� aLbm Vadtlatdbd Mark vwgbrfold InOntek Todag Servlose NA, Gary Pfushler Vaadid aWudtled FECtA-roval Aooamad Hlaha 112W2.017 08M1M2017 12105=17 Approved Revision 2D17 MI Windom anti Doan Category: Exterior Doom Subessagwy: Swing Exterior Door Assemblies G1oeplassce Method: EveWa9M Report Iont a FloridawoRegistered d: Evsk or n LloReport Fla Frohasbeal ErglMe amm sestet Luis Roberto Loxes Steven M. Urkh, RE (717)365-3300 PE-625/4 (717)317-8464 bdangeremMM.ean W132017 0&+1112017 08/16=17 10110=7 Approved Revision 2017 MI Windom and Doom to iCalla: Exbrbr Door auhCalagory: Sldbg Exterior DoorAsaembMs ComPlarru Mmho& Evaluation Report from a Florida Registered Archiled or a Llceessd Florida Pmftsw W Engines Bret SMnge, Luis Roberto Loma Steven M. Udch, PE (717) 366linOw PE-g2b14 Q17) 317 8464 bslegei®niwduoom 08/132017 0W11f2017 0811152o17 10/10017 Approved Celsgoy: Exterior Does SubCass": Sectional ESrWler Door Assembles C•.nPilerice Mathed: CeNlMatlprl Medu w LWWg (513) 770-M Ina (513) S794S88 rmvesWBeMliddity.ronx Aaproved tor ribs AsataYffifo[!kt Irsm9f 98ko Category: Exterior Goon SuIsCaliagMt Sectional Exterior Door Assemblies C•srpBsriceWend: CertlMMu9orx Mark or Lfsaip (513) 7704M Ina (513) 61g4L168 .� 91aYeLAW■ed Am■dd.for Lift Approved for Ramat psalm � ■ — cz am! L imp inHVJIZ B1ftOsw4w I P19M■ aea2 S I,HvHi lsalbbpn Z LRaaMm aces Product Medal. Number or Now gwm.Adarsora Aegroved kLBM Approved In ovumeaeWaat for Uft la■ti 22" P.i!!!1m F1 Hga Product Maio. Munaer w mom Ammined forUse Approve for Use In fJ� DO W& NVN2 UW ) 2@ t � 37 037 VA-09 PAN-2F161: 84A, 94, 73, 75, 1500, ISO, 76, 76V, 4RST, 4RSF, SRST, SRSF, 2RST, 48, 42. 56, 48B, 428, 665, GDOS, GD6SV. GASS, GRtiSV, ARSS. ARSSV, Steel Pan 0*. 25 ga.) Singki (UP to MY wise) 0521202e WINDGODE0174; vas Garage Door No Yes No t30 PSF/42 PSF 53 093 W5.16 PAN-2F1S3: 64A, 94, 73. 78. I500, 190, 4RST, 4RSF, GMT, SRSF, 48, 42, 66. 488, 42S, 658, GDSS. GDSSV, GROS, GRIM, ARSS, ARSSV, EDW, EMV Small Pan (min. 25 ga.) Doubti (Irr to 16r 05212028 wide) WINDCODEW 74; WS Damage Door No Yq NO +30 PSFbM PSF 1 SERIES 420 ALUMINUM SDD SERIES 420 ALUMINUM 80D OXO 12r312018 /4S.314&quoI:xS0&quok N01,14tEINFORCED No Yea No WA 2 SERIE8420 ALUMNUM SGo SERIES 420 MIAM&M SOD OX, XO, XX 12/312018 96&quo080rquro1; NON -REINFORCED No Yq No WA EDSS, EO6SV O Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail rrg.1 of I 115=18 Florida DepaMlent of Business & Professional Regulation Budding Codes and Standards Product Approval Application Detail Page 1 d I 1160016 Florida DepaMlant of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pag.1 or 1 115mla Florida Deparb7tent of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pew I d I 1=10 ■ L� Is a FU%141M Fla11a57.R7 tl,l]i�1t62 gads mm Venk0 RwWm 2017 ekMdailim Ml Windows and Doom Category: Exterior Doom SuhCalego y: Skint Exterior Do"Anemblb Compliance Method: Evaluation Report from a Fronde Registered Arah6ed or a Licensed Florida Eal.l.ae 220= InshoLLLb d V.xd.t dBy emm skkw Luk Roberto Lomas Sloven M. Urbh, PE (717) 365J300 PE42S14 (717) 317.8454 tiWWWr�ndvvd.com gad ink YNdldatd HNCeNW 08113=7 OSH 112017 gal PJm.m gist llc.Aaa[mul Aoa®ad OB/152017 10M02017 Base Approved liab Am lkdm Revision 2017 For Industries Category: ExteriorDo Slid Dom BnbCsbgory: snBag Exterior Door Aeeambues CamPilmrn M.tlrod: CeNAcetlon teak or LWkp E NW or Carded AM*EKAUM a Valae.teaav Dean Ruck MWN•Dade BCCO - CER 00Nm40ads BCCO - VAL t941) 48 8-0100 (768) 318.2690 drwrkl(QDpWgwbias•aom gate gate gateP�m YaW d HIS IN 12702017 112SM17 gate Aaa[m(d 120 M7 akaM Approved ode mm Version Revision 2017 CURRIES Division of AADG, Ino Category: ExteriorDoom Exterior svbeat.gwExterior DporConxponams Compasses Method: CeN8oaft Mark or Listing EOd , or Validated By Dedic Dave UL LLC Ted Bambn, PE (841) 494-26M 8884707 (305) dava.tladlo@gspWby.co m Bak ink Pail f116mmW 111302017 102&2017 Dab PUMOM � iE92m[mMl Asommd 1201152017 HWm Approved rdo mm Version Revision 2017 UNNNgmc Mil Windom and Door Calsellorr. Windows CubCMpory; M97e Hung S CornplYnce Method: Deceleration Mark w Listing EVA&" Conho bnah0 Al wino Valklow Sw stunt swow American Amblisduml &wig M. Udoh, PE "q n 1 �ysygpgg�naag.�p Bak am gakJPernellim Pak VakWW aWm.ea FRO Ans mall Am®td DlatE 1229=17 12M3.2017 Validated ■ — � ProfessbnN Faiplreer F age Pxerkel Model. Number or Mary icabLAaamea A 3s! Amy m� a JNRW HYM 1 lad■ IJid� H 10 SOD•5570 page MissBe hpaOy virO4 8rdWp Glass Door 04/142021 Aoare editor Use Aomaved mr Us* lalGfldi 91meM atrial YN Yq Immg( 1 Yas gLlatl PJVA WA Eta 1 Prodwat NOW. Number or Name 607, 707, 727, 747. and 847 Si and Pas d Doom EldmtOmmwhska 9mOta t EDhath, Flush, Gland, and Lowered aigis and pain of 12131=5 hollow MOW dcem. Aoorwadfor Ihs Approved DOM InHvdi Yes tar IW bass Shim oulliddle HVHZ astagesit PmMm Yes Yes WA AMA 2 led SH S 52x84 FWFMW Frame IGrSG Single Hung 10NB2018 Approved far Use ADWONd for Use bum Rift hIHQZ oummeHm Blab" rrs No Yq No +e0140 5 SERIES 420 ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM SW RENFORCEO)= 12/31r2018 No Yq No WA 143&qurd;xg6aquot 7 .1 Cn }�� Florida Department of Business & Professional Regulation Building Codes and Standards Papa / a 1 lmrmla Florida Department Of Business & Professional Regulation Building Codes and Standards Paps 1 al, 1revm,e O ♦♦/ W Florida Depertmerd of Business & Professional Regulation Building Codes and Standards P.pe l or I/Ymia Florida Department Of Business & Professional Regulation Building Codes and Standards Pap.1 d r V=0 Product Approval Application Detall Product Approval Application Detail Product Approval Application Detail Product Approval Application Dafag B.a2424RM v ode Itrm Ymlm Itlrs[ HrdkloL Smrda9t ElaloWni.Ll�d Yalitlrdd.®c lick gad Yaldatd aafln.d FONO lICAsm.Da Bate fHCAaeaYri Ao�ml aWla Smda Iron Ymko YWY�Ieg Eudkcs[ Smatlaat Ede validated ON !>sk hm FSC,AnData tllm gage Ydtltld asonWld 173C.Aoorayat Ad®Id elate ca B 13a11�F�4 Cos mm version RevWW 2017 NredaWmtt BUM" BWioProducts Company Category: Exterior Dons eu iCategoty: Sectional Exledw Dow Assemblies Compliance Method: Certlllcatlo i Mark wW Lkrg Enft% Smrdeat EoakrsLLUl V.gd.uds Mark Westerfield Inbreed TestingSONIC" NA, dry Pha sisr (513) 77041082 Ina (513) 51ge588 mwsete6Ndmdopsy.com 211a, We iddWd aalhmmm 11292017 01/102017 Dab pending 2im 15�Amroal Approved 12A62D17 Boa Approved Sri lime Ymim Ravlsim 2017 BCi�4E�4 ! Cbpsy Burtlkg Pmducte Company ubgay: Exterior Doge Subcategory: CowoUlMuing te Mstlnod Catlon Mark or Lut BmOud Emloa�L Lassos Yaa0ated®d Mark WleMN6tld Inb" Testing Services NA, Gary Paths (613) 770.6062 Irra (573) S1ee588 ��y 21ft Ikla Dabdpwmlm Yalltlatd allQrsllYd 1�rAsesnlY 11GO=17 09110=17 )rid Aomard 12J052017 atWa Approved Revision 2017 asd MI Windws and Door Cnbeory: Windows aubCetegogr: Fixed Conp9ranq Meflgd: gkatlon w Listing Brant Sieger American Ardtitedural Steven M. Undx, PE (717)386.9300 ManulWaen Assodatbn (71T)3174454 benarsgeramiwtl.can laratLAm■se Product 12/312017 12031/2017 Aoek. HVNZ ka Am■,11O k.iGRai 01/04020IS far HM )eoa g I� PJatll■ Approved Revision 2D17 Head PGT Industries Category: Windows Compli rwis, Food or Llsft Own Ruark MWmi•Dade 8CC0-CER MW44)04fe BCCO-VAL (941)486.0100 (788)315.25W dmark@pptlnduslisa.com Qualinbud KAulmme S 12202017 1ZMM17 121=17 Approved Ao In ed forNvw Aommd HVHZ Irswrd Italian k.FGQIi I 11s� l921gfs ` / O Aoww d.igls! Am�I%@ i� Dealt how gleam 1 185 PIN 73 x 72 Inundated Gets 04A MS No Y.6 No +6or40 9 PW4520 (Largo Had. arpwo VIny1 Fond Window 0413WMI) Yes Yes Yes WA Cz seas 9mmdi i InHVZ oulliddle HVHZ aumm Ers■m Hand 2MM29ErMkMWL2* InHVHZ ould"NvHz Reshim ismseems, 85 065 W6419 PAN-21i163: 73, 75, NA, 94, 42, 48, 428, 488, Steal Pan (Min. 25 go.) SWgli (up to 9'0" wet) 05212028 No Yq No +38 PSF/-42 102 102 WS-te PAN-2F763: 73, 76, 84A, 94, 42, 48, 429, 488, Steal ion (man. 25 ga.) Double-Cer Wr to 1a7 ON212028 No Yet No +37 PSFH7 4RST, SRST, GD68, GRSS, ARKS, ED58 IMNDCODE0174; We Garage Door PSF 4RST, SRST, GDSS, GRW, ARSS, ED68 .ids VWCXXX E81174: W6 Despite Door PSF C }/ O L Florida Daparinneint of Business & Professional Regulation Building Codes and Standards 11=18 Product Approval Application Detail CIO M ■ ■ e Florida Department of Business & Professional Regulation raga I Of I Building Codes and Standards 1r5=1e Flu Deparh7rnt of Business & Prodeaioc Regulation Page I of; mm Building Codes and Standards /Si 1RJ a Product Approval Application Detail Product Approval Appkudw Deed Item vmkn manufairturst EuadosL--- ; VAkh d By Validated Submitted PBCAmrs� Approved AMR Review 2017 Therme-Tm Corpondw saNtw ,. ExteriorDoom Rick Wright Lyndon F. Schmldi, P.E. Ryan J. 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