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HomeMy WebLinkAbout3299 Lytton Hall DrCD v v L0 c� v C rn L0 L0 1 rn x m G c a� LO 0 0 J -d- M L0 1 rn c v v S i vn 'L Q Q) a E E 0 2 c C J y N tZ 0 U v 0 �I 51 ry 0 r7 N 0 0 a rn 0 a� 0 0 n � m 0 rn ALL WORK CODES Fr '7V LING OfDwwi REVIEW D � CITY OF ZEyfi PLAN EXAMINER ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Rad. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A. F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU orA.H.U. Air Handler Unit FR DR French Door RECEPT Receptacle ALTorALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifoid Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BLK. Block GALV or Galv. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community K/WALL or K/Waii Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam UNO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MIN or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR Vent through Roof EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PIED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt, Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Plt. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Flr. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-8-15 2.0 FRAME -WALK REVISIONS 12-27-17 3.0 2017 FBC UPDATES 05-20-19 3.1 ELEV. Al -REVISED BANDS BACK TO ORIGINAL DESIGN 1551 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN MONO 7 ROOF FRAMING PLAN 8 LINTEL PLAN AND DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3M MONO DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.() I PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. I J o� th M N OM � o J M M E3 t/1 � � o 11JJ LL VLUO � a eU Q 0 — w N c E o (10 F— u in w m r i E C)s , c o L ®0 4m N �O v�i N Z LU M Q�j O � f� M � Z �" w a II!.- NLLm o W z w Z O �N�¢w N LULU ,® V- e1y V'F 4+b� 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 beading Engineers signature and seal, r— � w M M w¢ O Z LJL_ t6 E Q E 0tt z o o� u z � » as za D a �U Cl o E N 2¢ aQ G a �w L rs a Y U m O Z F W m °o Q W Z_ gZ Q oLL w =3 � O U' �,0 aF C v Z °3 .s z— M L W '— Ln M 01 (1) > 1- 0 _ "!� o Um 0 rn �d = V� r LO .� J r LO r T Ln rn N m N ,-- M r) C') rri i� o Z Z E 0 c a E v 0 U - ¢ p � JOB NO: 19-5334 SCALE : AS NOTED SHEET NO. Ulm,% S • iG c c v TYP @ 1 STORY A S3 H.B.+ 7-2" 10" 5'-2" o t�2 68 I iv \ ar OJ 0 \-G) ----------- f '-0" LG. I I I I I TIE N 0 N N I I I \ 15'-O2„ coOF,io I I 20'-04" I 8' I o 5 -0 \ FAMILY R M DRYER VENT WALL O I I R&S � \� THRU CAR GARAGE I VAULT CLG. IV.2 5-SH HANSON BOX O = A CARPETMal „ 8 -0 CLG. I Q I M r ---- N 16" DEEP @ 36" A.F.F. I p I I I I OPT. ` ,s _ w I Q I \\------- L REF_ J -0" LG. �pw �� I i 1 1 o 60 I EDGE OF SLAB 2" 1 Lu 1 i O CO I _ BEYOND WALL I O I I I ` �' x I I 2'R•6" ih � - - � 204' I I co '-0- 2' 2�� I K 1 I I L881 I 20"x20" SQ. PILASTER W/ (4) �_ -I .... N I 1 1'-4T W S3 1 I I 11 #5 VERTICALS. I I 1 1 9'-6' CIL I" I I I 0 1 I 1 GROUT SOLID. (SEE ELEV. FOR o I I O -v IN C) I I HEIGHT). 4x4 P.T. #2 SYP WD. POST 4 2:12 SLOPE 4'-0" CEILING I I I 1 R O ib 2'-6" I x / d I to a I I I I I ENTRY TO SIT DIRECTLY IN CENTER W/ Z51 1 a - - Fo I I I 1 D I I I 8 -0" CLG. USP PA44 (TYP OF TWO) 1 I W'H' BUILDER TO PROVIDE S3 I I PATIO I II 1 I� I APPLIANCE S3 L ___________ PROTECTION WHEN CA 1 D W I iy G.T. CAFE I I C=J - I REQUIRED PER FBC o iv O rn VAULT.CLG I Nt C° o CARPET 1 I 16'-5z" I 8'-3" S3 -104" 6 8 3068 10 1 6 iv _6. (4) 2x4 #2 SYP STUDS FOYER O I I `� I `? `! I `0 `n W/ USP HTT4 @ BASE I I TILE I F+4� 9'-6" CLG.O5'-8' 10"-0"1 H_ _ AT 7'=4'_ I - ----- R&S -TN - R&S R&S TYP @ 1 STORY �� I W.I.C. J 166 R&S N A S3 (4) 2x4 #2 SYP STUDS _ I - � o0 N AHU 8'-0" CLG. I 4068 B.F. ~1 4068 B.F. TYP @ 1 STORY W/ USP HTT4 @ BASE - h CARPET I 2668 0 A _P 2668 r 3 -" rt� 8, 2. I cc 8' 0,. 2, 4.. 4' 2., 3, 8, o-.. S3 OWNER'S 1 � BEDROOM00 M SUITE 1 ITN 8'-0" CLG. 5-SH (0 16" DEEP N 1 8'-0" CLG. CARPET BEDROOM 2 - AEIIIIIIIIIIIITr CARPET LINEN C 8 -0 CLG. in N " I CARPET c=n O 60"x36" r^ N _ - �� SHOWER =N "' TI 0 15'-04" M 3 0" " 10' 4" 5 JE 8-52" TILE T I BERG LAS URROUN � PAD 31 �o o o 0 P - FIBERGLASS00AC �� URN I I H.B. TYP @ 1 STORY A S3 HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) - 1 314" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2)- 1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18jX25 S.H. 13 20 X 38 18 X 37 S.H. 14 20 X 501 18 4 X 50 S.H. 15 20 X 63 18 j X 62 -1 S.H. 16 20 X 72 18 j X 714 S.H. 1H2 271/4X26 26X25� S.H. 11-13 271/4X38j 26x37 S.H. 1 H4 27 j X 50 j 26 x 50 S.H. 11-15 27jX63 26X621/2 S.H. 11-16 27jX72 26X711/2 S.H. 22 37JX26 364X251/2 S.H. 23 37 j X 38 j 36 4 X 37 3/4 S.H. 24 37 1 X 50 j 36 j X 50 S.H. 25 37 J X 63 36 4 X 62 1/2 S.H. 26 37jX72 364X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 524 X 25 4 S.H. 33 54 X 38 j 52 j X 371 S.H. 34 54 X 50 j 52 4 X 50 S.H. 35 54 X 63 52 4 X 62 j S.H. 36 54X72 5271X71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. CZanarni Kintac R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches 1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" OA +29.7 / -30.8 © +29.7 / -39.2 +28.3 / -30.8 OD +28.3 / -36.4 QE +26.6 / -28.0 OF +26.6 / -32.2 O SEE SN SHEET O SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +34.0 / -44.8 WALL LEGEND TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 11131"1 25-SH 1ST FLOOR LIVING AREA 1555 O LIVING TOTAL 1555 GARAGE 408 FRONT ENTRY 42 22'-10" TOTAL AREA 2005 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED FIRST FLOOR PLAN g EXT FRAME 2 x 6 R-1KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) SCALE: %4'=1 `I GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED mot` 0 C N z o z V o z Q V, _I M � N M N VJ _ LL Cli Y Ca LL, oD o a j[ TC+ 0 LI., c E zN N o � � w �- m E O = U 'o N Q ° 8 ° Sm N N o� N Z IX -�� o� � a �LL _ z a 4` yCf) •�� 0ulli� "`5 h� m k!P a J • V �� 4 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. o M J N a w z 12 M J 0 E y o o wz ¢ » z8 oa C6O H xU UO a U C O E o a ¢ z wo 0 ¢0 O a z J L N C:y u>o 0 O LL rz N J 2 3 < �w zo cl�w a 3 U 0� < Qo =K - O Z �¢ H yo c zl< a ° r= > M L N / LO > r 0 co U p LO I LO r i Lo � N M N r. T M ce) T o Z Z E E cc d U Q p JOB NO: 19-5334 SCALE : AS NOTED SHEET NO. 1.0 I�� -- iT 11 60 8'-0" KITCHEN ISLAND 0 �, �„ 8.55 OWNER'S BATHROOM 5'-0"01 CO [17 4 io in O CV c'> OPT. REF. KITCHEN 0. 0 ih O iv HOOD CV 0 0 0 RANGE KITCHEN INTERIOR ELEVATIONS_ l - n/ J'Lf C] fo � 1 M r z N S _ z o J M d N M f0 t/') z v o Y a u w F— N C E ?C O � � w r— m E O III it ) � C O ID N i� o� Z_ W N Nz a t WLU Mk Z V� ,<4W 1111LO, {l e <* ar 9R o�vJ•�yr��" ........... ..... • C q4� 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. ito cow co o w z LJL- coE E zo Wo rm eR ze � g0 XU ¢Q UO =V O< Q N � L ¢o �Z Ww tt 0 W � Uj (/� U mQ 2 W oago � a N W A C:)O OLL J ¢ 2 CID W u z¢ a 0U� q T— 'M L �— LO M � T 0 CID C 0 V �T� I J rLO Lo rn N r r M M M o E z � r � E N z `m a E U Q p c )OB NO: 19-5334 SCALE : AS NOTED SHEET NO. 2.0 11 1 1Thll, i r., . n� i rI " , I I I 1 11 1 - -1 1 1 1 0 bo 2'-0" OP b 12 HEEL 12 1 ----- - - - - - - - - -- F4 T.O.M. — HDR HGT. _ TEXTURED F CEMENTITIOUS FINISH i I ON C.M.U. (TYP.) I 2" x 4" SMOOTH I TEXTURED I SILL / BAND I I I F. FL. 12 5[:::�; 4' RIDGE VENT I-11-01 -------------------------------------- — ----- 12 �5 I 11-DI El FD7 E F-1 18' RIDGE VENT 3 TAB SHINGLES. ROOF �— INSTALLED AS PER MANUF. SPECIFICATIONS 2" 1" x 9" SMOOTH T TEXTURED HEAD/BAND PRE -ENGINEER TRUSS 12 5" REFER TO STRUCTURAL — PLANS FOR BEAM SIZE 2"X4" TYP. 5/8" TEXTURED OVER - MTL. LATH & 7/16" OSB SHEATHING & FRAMING AS REQ. REFER TO STRUCTURAL PLANS FOR POST SIZE 2x FRAMING AS REQ. POST TO CMU CONNECTOR - REFER TO STRUCTURAL PLANS (1) 2"X4" TYP. (2) 2"X6" TYP. SEE FOUNDATION PLANS FOR FOOTER SIZE C0 w 0 rn w FIN. F R. CO w FRONT ELEVATION - B1 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. --------------------------------------------- HDR HGT. TEXTURED CEMENTITIOUS FINISH ON G.M.U. q OD zo (TYP.) b LEFT ELEVATION - 61 : 1 /4"=1' General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -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 11300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. —CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SO. 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. I ® Q ItJI z N o z o a J M � N M z a U% Y t6 ,,, � a U - w � N o-- E 0. �Ln N o U °' W m E 0 8 U o N U) W ' ®0 rn m 1 ffi N N � N a o I w Z inMa Mmzo 0 U)U) .A/ W Q W 0 -C A RrO F EtlSCn N 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. o co ¢ w co M J L.L. CL E m O 5r � o w� z � z n z© oa r6 X 0.7 OU CIL&a °o� a N ro i N ao ¢o ww m� p C . 0, z, w to a " O z zo U a a U o r a nw =ti it o c Yo CID V (¢ a 0 2 c T N (yi ^L, W LO •� C10 � T Q co T .2 •� J 0 LO T U-)C)N �- ui T w M M M T o Z m Z vi E 0 Cn Cn E c a U Q p JOB NO: 19-5334 SCALE : AS NOTED SHEET NO. 3.1 1.,, 1 1, 81 li i a ih.lu i F. flli- a, M 0 rn M rO u7 I x m t2 ,o L0 r2 O O J M rh tL) I Q7 L rr c S rn Cp L a Q7 O E rv— q) a) E 0 2 0 v c a N t.r= 0 v 0 .cu a c 0 0 0. CD r7 O� 0 ci 0 0 a- rn 0 N Ji m > r T.O.M. 11-01. DR HGT. F. FL. I 18' RIDGE VENT 3 TAB SHINGLES. ROOF — INSTALLED AS PER MANUF. SPECIFICATIONS 12 5� 12 �5 —�L-EXTENDED-- — OVERHANG TO BE CENTERED ON DOOR 4' RIDGE VENT 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS --------------------- TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP. ) T.O.M. TEXTURED CEMENTITIOUS 01 FIN. ON C.M.U. (T YP) �- TEXTURED 2'-O" q CEMENTITIOUS w 2" x 4" SMOOTH FINISH ON C.M.U. TEXTURED (TYP.) SILL / BAND F.FL. REAR ELEVATION - B1 SCALE: 1 /4"=1 r-0" RIGHT ELEVATION - 61 General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -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 SO. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SQ. FT. �'n uu' C C, Ll� Hal M N z o z o J M � N M t� z Y! l LL U% Y w n 0 0 n Ow f— N Lv o �N 2 r o UDo w = — f2 e o g z� = I� c 0 ¢ m m �m N �O v�l N LU M rn x 0 z W PIzo a y LL _,j o a w o m W Lu W Q Z �� a o LIM IM t� i 4•7p W To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. o co ¢ w Z LL_ Q E E o z o o o� w > m Q� ze H t8 —C XU 00 U AV O E N s-o az aoKE dZ rW m� . td C: - yo o OLL r� rn J � a ° w U z Qo U a a 3 -) � U 2.mw w � �0 i F O o c0 o� W r .0 a� �Y za o3 c o �- 12 M ^L, W i •— Ln M 1 (1) > T_ ^.011 co ; c V J .� J O LO T � I � N �- 6 N `— 5 M M M o cc Z :3 E N E cc c a U Q p JOB NO: 19-5334 SCALE : AS NOTED SHEET NO. 3.2 VARIES 1'-10" 12" CAP CAP 2" 2" *NOTE: --- N 1" N FOAM TO BE USED 1" RADIUS '"' d ONLY WHEN � 3 1/2" RADIUS 1/2" RADIUS ��;,� � REQUIRED BY COMMUNITY f^ a 1'-54" 00 SPECS. IF NOT, N� `t - 3/4" RADIUS �� DETAIL TO BE 1" 2" OPENING VARIES 1' 1" BUILT W/ STUCCO. 1/2" RADIUS 1" 1" N 1" 4" VARIES EDGE OF hl0 T,N 1" OPENING T VARIES 1,4- 0 21„ VARIES j co z 1 1„ ,, 1'-4" 122 VARIES N IN 1 1/2" RADIUS 4 4z 2 �= r} 4" 2 1/2" RADIUS LO 34 a MIa T N rlly "71v cD 7::W._. Mlv' - M t VARIES 12 32 11" 3z' iv 1" BASE BASE j '-N 3 z 2 MTa 1„ 1„ 3., 3„ 4„ 4 4 1'_8„ o M 2 � "NOTE: VARIES 8" 2" o mot" FOAM TO BE USED N 3„ ONLY WHENEO REQUIRED BY �* 1�_6" Wv, COMMUNITY 1" �Q) LL SPECS. IF NOT, 1" OPENING VARIES 2" �N 1" 1'-4" a L DETAIL TO BE 2„ 2„ �� v •u d+ 0 BUILT W/ STUCCO. I2a'I — EDGE OF � On, N o OPENING N N • C,3 Co m ' - 1-1/2" THICK 1-1/2" THICK CD�CnID o—O 4" 10" N Tm d m v, 10" 6„ N N z 2a N U) Z LU c 1— °Z1 �12 O Uo W v Z C C' 2 o m W 781 o �`N�Iv O LLW ,Q• �¢�r Q � � E Q q � M U U O � 4' ❑ ❑ rn 6" W W 2 N 2 , 4" 3 TC'N rn N u� I rn M o Q 1-1/2" THICK" 2a„ wfM I 2'-4" c 52 1 5„ 52 �„ 4" 51 1-4" 3„ IN N IN � 00 o J 4" „ VARIES VARIES I LO �_ W 2 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - t VARIES VARIES Residential 6th Edition. Engineer's signature and seal is only for v' the structural engineering portions of the drawing pages bearing o+ 4 Engineer's signature and seal. o J w 3 t-1 I 21 M Z 3- 6" 4" KEYST=F1 0 KEYSTONE F11 00 r zo zo p°OPTIONOPTIONAL c E w ° Z 0 i Q oa (O g o .0 v- 00 - I - N NMill ~ o ¢ ° ¢ j ca i Rs cD t 41„ �T- o f a b z a I 2 4 R514rn N °o w E ' 4" GARAGE DR. OPENING 4" 3 a 4" WINDOW OPENING 4" 4" m� I� �I `' 2 NOTE: �j 0 z z • INSTALL OVER STONE, TYP. N J a w z z o� g0 • FIN. TO HAVE TRADITIONAL Q o LL z E s 0 VARIES • LOOK & SMOOTH' FINISH 1 w a; ' • FOAM/ EPS MATERIAL ISVol ¢ 0 3 dLL r ACCEPTED ca oI� NOTE: ` Cc,° 3: S • FIN. TO HAVE TRADITIONAL LOOK & v SMOOTH FINISH 14' 1'-64" 14' 1" 2'-1„ 11 4„ y r 0 2" • FOAM/ EPS MATERIAL IS ACCEPTED 4" 1'-12' 54" > (� L � 3 8 7 4" T-0" 4" \W 1„ 101,1 4 101,- o iv / LO oo N O V CV L N o UCD V/ o O Rs3 T IM � rt J o LO N T = N r v ai w M M M o 0 o0 0 "T N M r Z d M M Z E O c c v c � io 1" Rro- JOB NO: 19-5334 1 2 SCALE : AS NOTED A N� TIN � 1'-1" 1" 1„ SHEET N0. N M GENERAL NOTES: • POLYCOAT (HARD COAT) F 1 cL'n • 1.5 LBS DENSITY STYROFOAM • ACRYLIC SAND FINISH CD N , i I I I I L ,I 1 11 11 i �, a aII I 11:." MIAa-11 iT ':I 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. POWER CO. INTERSY; BON TERMINATION PER NEC 14, 250.94 200A INDOOR PANEL CENTER WITH CODE APPROVED CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. upper to fights & outlets upper to 20 amp ckts copper to WH copper to Dryer i Alu GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217, 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET PEPP DUPLEX OUTLET ABOVE COUNTER WP WEATHERPROOF DUPLEX OUTLET GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH $3 THREE-WAY SWITCH P4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN �Q EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CO CARBON MONOXIDE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) TELEVISION (OPTIONAL) T 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ]M ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN G J CEILING MOUNTED LIGHT FIXTURE W! ROUGH -IN FOR G T J OPT. CEILING FAN 6� (1) PHONE LINE, (1) DATA PORT VERIFY METER LOCATION WITH BUILDER H.B. it.' n VERIFY LOCATION " IRRIGATION ELECTRICAL PANEL GFI @ 44" A.F.F. I I OPT. I FAM I LY F�M GF _ _ --w. _ \ \ \ \ 2 CAR GARAGE ROUGH -IN FOR I I OPT. CLG. FAN/ GF <IGHT PRE -WIRE — ---— IN, ¢=¢a t1/ �IIIIIIIII GARAGE _ Zi aI DOORS-4 GFI @ GFI44" A.F.F. U GFI CfI U.C. SWITCH FOR DISPOSAL OIIIIIII IIIIIIII TI xvi0— 4or I I I ENTRY J I FI I I v I 4 I I I W.H. GFI @44" L — — — — — — — — — — — — PATIO I `1 A.F.F. CAFE I �Il.W.J I I --------- C-J� _ 1 GFI 3 3 T 3 DEDICATED RECEPTACLE �' — I I \ FOR MICROWAVE RANGE FOYER 1 � HOOD PER SPECS \ °° to WP I WP I I GFI j GFI I I ---- W.I.C.--i-------------- ------------------ HU I O / I S.D. � I S.D. S.D. �M I S.D. OWNER RECEPTI BEDROOM 3 / SUITE FOR I ROUGH -IN FOR 1 / SYSTEM I LOIGHT PRE -WIRE ! BEDROOM 2 ie//2OPT OPT. FAN/ FOR DISC. 4 I ROUGH -IN FOR 1 _ �`� ` \ ��' \` LIGHT PRE-WIRI OPT. CLG. FAN/ / G WIP I LIGHT PRE -WIRE GFI = 1 VP \ \ 00, EP)AD ;H MAIN FLOOR ELECTRICAL PLAN SCALE: %4"=1'-0" r lL � r s Z N O z o U)V)z ' 2 ^' V LL W t � �, T US Yo � U a W I- N C E 0. N �N U CO w rn ~ 2 EE 0 c _� U e, ¢ 0 � m N N v�1 N o� vi ooN o w Z Z �Z �-:i m z o w a LU W 4 z 45 s O E Z O a¢ O Nam" m N o V NLL Z Lil N a 8 c Q O U U ❑❑ rn 0 N M ti 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer s signature and seal o M w M M w o z LL_ o E oCU oo z® oa o E K O a< o 0 O °< aZ Ccli:)<o ITT to z Y U w 19 m 0 0 , Z Q W MINE Z Z ao >O MillCD d w z¢ a 3 C ,O f� 'M L \W / ._ Ln CM a) > TT O Q � co 2 C m O � VJ T Ln T C:)�+ ' ^ r L.0 t) T T— iff w CO M co o M Z � T— iri j E W z to @ a U _j Q p c c JOB NO: 19-5334 SCALE : AS NOTED SHEET NO. 4.0 r" RIDGE ATTIC VENTILATION CALCULATIONS - 131 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 Elev) required needed required soffit by upper needed ventilators Main 22.00000 2.000000 Floor 2002 1922 275 961 69 480 0 606.0 330.0 276.0 (Zone 1) **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED, RESIDENTIAL. ROOF PLAN. SCALE: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 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. uul c� 0 V M 0 0 z o J l7 d N z o `V W O w 0 N E C6 �— U 0° w — T E o g = U o' c "' ° Q¢ i14 d o o w Z Z �r U a E �* z a s LLU U Ck zIIWci¢Qo S g v a w 1 O O 13 V1 Z ��➢PP ` �' E/ � Q W +•' e# O ,�. ,.. S CN CCff�6b MMh1��. 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. r_ CD co Q Z M z0 < 41 U_ E U zo a� T ° `R 9 (6 KO "0 OO O E CV N L to i <o adz Z �-1 m� (� c O Y U N O Z [n a < Q W Z Cn O Q Z¢o J U a w ¢p oLL F_ =3 CD'o O �w w zla a� o 3 C o T M nL' W LO '- CM E (1) > T 0 ^�� CL U C 9 0 co V r L0 L0 ■TT� _J r r a) N .L LO T r ui N M CO M o E E T iii Z Z E ai c r1 o U _J Q p c _J JOB NO: 19-5334 SCALE : AS NOTED SHEET NO. 5.0 c c d 54'-0" 46'-0" 6'_0" 6._0" 6_0„ TYP @ 1 STORY 4 U.N.O. S3 6'-0" 6_28" 7 -15" 2'-6" x 2'-6" x 1'-0" W/ (3) #5'S E.W. H.B. I I$i3111 .......................................... ...... ........................ — — — — — — — — — — — :I +- — — — — — — — — — — — — — — — — — —I— — — — —, ■ N N 23-68,. a I • I I I i� OPT. D I APT. V�1 1 STORY I t=-rqrz-�- __ —��tom -_-- 31/2" O SLOPEP@ iv U.NO. r I: A I II r S3 co CD - ■ I INDICATES FILLED CELL w/ 3000 PSI : I CONC. GROUT FROM FT. TO BEAM CHASE TO I ISLAND I ' I I BUILDER TO PROVIDE J W/ (1) #5 REBAR VERT ABOVE SLAB • I TYP @ ALL PLACES SHOWN I I KITCHEN ISLAND I LOW WALLS I K S3 APPLIANCE PROTECTION I S3 WHEN REQUIRED PER FBC HOOKED FTG. DOWELS 5" EMBED IC - - W/ 25" EXT. ABOVE SLAB' GRADE 40 I 4'-0" I STEEL" 25'-6" I II I 20'-6 6-8" 1'_4„ STEPS AS II r--1a I III REQUIRED 7-5" 7-1" 5'-8" -0" PER FIELD CONDITIONS I I II r- �IIIZ I PROVIDE 1 �' RECESS I II II - I :. 2b°' I I K CC I CC o 2'-6" x 2'-6" x V-0" _ r W/ (3) #5'S E.W. _ ■ , FOR SGD. REFER TO I LL _JJI"' �' I I r - - �h I _ r- — — I MASON'S SLOPE FOR I ; ; WIDTH I III W.H.�� S3 S3 S3 -CJ I III III-- 0 o S3 1 /2" 13, 1 /2" SLR I N CD 3 -3 $' 4'_8 3-1/2" MIN 3000 PSI CONC. SLAB FOR 2'-6"x2-6"x1'-0" W/ (3) #5'S E.W. PROVIDE Y2' x 9" I iv _ L bo HERNANDO COUNTY ONLY RECESS FOR FRT. DOOR kZ3 �r ■ ' 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 TOP OF CONC./ PAVER TO BE 4" MIL VISQUEEN VAPOR BARRIER BELOW FIN. FLR. . 3-8" 4'4" G I I ■ S3 ..... J ' — 01-01. 1�4r� 17'-58" 36-68" .......... . `90. , TYP @ 1 2'-6"x2-6"x1'-O" STORY U.N.O. W/ (3) #5'S E.W. CJ I. :-CIJ CJ — CJ ■ / ........ ■ I o I HVAC CHASE BASED ON ........: —fir . `__ �i� - }I o ��li } ih `" LOCATION I / i • / r / II C 11} 01 ■ 17-28" 2.-91" 2._8" 2'-118'll 11. Jl I . co L I} _ / /• I II is - '--------------I--- _�-- -- ------mill _— -- ---� TT :i I H.B. + TYP @ 1 STORY A U.N.O. _0S3 3'-8" 3'-58,. 2'-6g" 6'-0" 6'-0" 6'-0" 3'-10" 4'-2" 3,_238" 2._95,3,. 6'-0" 64" 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 VVWF 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 LLJ W J CONTROL JOINT DETAIL SCALE: 3/4" = V-0" #5 CONTINUOUS REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. • .., U.N.O. ., *"Alternate: The reinf. bars shall be Cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" jl tTa� i [moo L� R t J z N O � qNO z � � Q z J C7 a. N z U o 0 o a N W � EE U C° W m r— T E 0 3 = U o ry Go 0 ® Q `r m 8 S m `'" o I � � LU � � zz N N t a w Z P. ! �a LL in N� Nz W w a W V¢am2' In0 3 '9 It f0ow 0 LinZ ¢ Q W I". CAS E. CI EJ . 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 Engineer's signature and seal. bearing r_ M M z z w Z Q J o L.L E Q O zo o 0 w? Zrn Z< Z ® 0 @ o@ XU az j0 )U ww N L ¢z m0 COc _ G J 0y . 1.o < 0, Zr >Z cn ° Z. �w Qom w r� Milli O Co � < YIO d c or > L `�J / �— LO M r ,..� � > O co LO m , /� ■T_ I Lo J Lo r ai M r CM CM a m z � E O a E U _j a Q p c JOB NO: 19-5334 SCALE : AS NOTED SHEET NO. 6.0 .� . I !c E11�1, I 1111 I I 1 TT— - r� rr rcr � � i i T - — - -- I- _ 1 I I l ; � � i I. (2) A CJ > U U U ��1 CJ 1 CJ3 I CJ5 I EJ7 I EJ7 I EJ7 I EJ7 I EJ7 USP HD41OF w/ (10) 1Od NAILS 3/16" TAPCONS TYP. BEAM TC I (2) 2x12 #2 SYP WD. BM. w/ 7/1 EJ7 FLITCH PLATE. BOTT. OF BN 18 D1 71 TYP. BM T COR GE1 ILL!M m W m¢ il U V jLU U CJ3V CJ5V EJ7V (2 x a CD . ... ;! a ..... ... . .. .... ¢ ..... ... a � a j 1 / / 1 / -- .... a .. QQ 11 (2) X I EJ7V EJ7V EJ7V EJ7V EJ7V EJ7VA C7 I rp EJ7VA ¢ a O I EJ7VA EJ7V EJ7 <11 O M aQmm EJ7 C)00 EJ7 EJ7 " /J5 0 L) 111j,T Ln W D (6) 1CMU 6" OSB . @ T-O" D CO. NER J UPLIFT CONNECTION CROSS—REFERENCE 7/31/19 MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. CAPACITY CAPACITY O CONNECTOR FASTENERS CONNECTOR FASTENERS SYP SPF SYP SPF A HETA20 1810 9 - 10d x 1 1/2" HTA20 1615 1585 10 - 1 Od x 1 1/2" B HETA16 1810 9 - 1 Od x 1 1/2" HTA16 1615 1585 10 - 10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8 - 8d RT3 610 525 8 - 8d X 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1400 1400 10 - 10d X 1 1/2" F HHETA20 2235 10 -10d x 1 1/2" G H10A 1340 1015 18 - 1 Od x 1 1/2" RT16A 1380 1160 9-1 Od X 1 1/2% 8-1 Od H HTT4 3610 3105 5/8"ANCH.0810dxl-112 HTT4 2715 5/8"ANCH.I201061-1/2 J HTT5 4350 3740 518" ANCH. / 26 10dxl.112" HTT5 3225 5/8" ANCH. /(28)10dxl-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L D5B * 4505 3785 5/8" ANCH. 314" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 314" 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 - 1 Od x 1 1/2" 1 MTW12 1195 1005 14-1 Od x 1-1/2" S MTS16 1000 860 14 - 1 Od x 1 1/2" MTW16 1195 1 1005 14-1 Od x 1-112" T MTS20 1000 860 14 - 1Od x 1 1/2" MTW20 1195 1 1005 14-10d x 1-1/2" U MGT/MUGT 3140 3140 22 - 1 Od X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-114" TITENS LUGT2 1850 1810 (16)1Od NAILS AND (5) 1/4" x 3" WEDGE BOLTS X HTS 20 1450 1245 24-1 Od X 1 1/2" HTW20 1530 1285 24-1 Od X 1 1/2" SP1 585 535 1 10-10d SPT22 685 8-10d SP2 1065 605 12-10d SPT24 1030 1 12-10d HCP2 645 555 1 12-1Od X 1 1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (B) B) ( ) (A) (+ 1 OR 2 PLY FIT CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (8) 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, (8) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. Rt 1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS R� 1 OR PLY LEDGER (A) I$ INTERSECTIONS. SPLICING CC 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. STRUCTURAL SHEATHING 7/16" MIN. NAILED W/ 8d COMMONS @3"O.C.@ EDGE &6" O.C. FIELD RUN FULL SHEET FROM BOTTOM OF FALSE BEAM SEE 3/S5 FOR ' STANDARD _ GABLE END z FRAMING ( = Q W cn + + o + + 0 0 2X TOP PLATE TO GABLE END W/ 16d 11 NAILS @ 6" O.C. + ++ L 2X4 STUDS @ 24" O.C. + + W/ SINGLE BASE & TOP PLATE W/ PLYWOOD SHEATHING COVERING GE15 FALSE BEAM GABLE END SCALE: 3/4" = 1'-0" ROOF FRAMING PLAN SCALE: %4°=1 r-0" I I ,\ J I \ V1_ILt) o co 1 � \ 0 � o z Q o M E3 0 1VJ, lL E= (a w U a O ` w �Ln L" E N ri U 0° w rn r- T E o g i) o C!,U) "° Q e ® Q Q N N v�l N goU o y o w z Z L:i `ui J ip ? O i w o� w w Octw W H�Hz a Z ¢ ' E Il `Bt%.0 O O LLLo 3� N `w.• '� K 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 Engineers signature and seal. o M w Z w z M O i 4 � LJt Q E ZO -O Z m Z� QN z Z o a (6 o E �0 �¢ 00 0 oQ wz N �t Wz o <0om� U) C C mm z Q% W�Z CD o ¢w aO a U <oMj �k O ¢F ?O CD V �O °3 c .0 r M L W LO �— M .-. 0) > T O co � o 0 m � p� V i r L .T� J O LO r I Lo rn N r ai E r M M M o Z E T iri E Z c @ a E U ° Q C a) JOB NO: 19-5334 SCALE : AS NOTED 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 L/360 vertical deflection, except lintels 1 T-4" and longer with a nominal height of 8" meet or exceed 180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load Applied horizontal load / . O Safe vertical load + Safe horizontal load \— GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 8F441B/1T8F40 1B/1T 8RF400B/1T 81`321B11T FORM k GROUT SOLID Na o = w �U O #5 BAR CONT. 8F12-1B/1T O "I LINTEL DETAIL SCALE =N.T.S. ill I Jill I F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY J¢ W 6 F 16— B/ 1 T a ib n O r tNOMINAL, QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAl 0 HEIGHT MATERIALS c-T—f precasTfinI = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 318" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5 EBAR .(1)RE TTOP ALTERNATE POWERS MIN. (1) REQ'D ,/2 0 CLEAR STEEL LINTEL a ° A .M.U. #5 REBAR AT DTOP a ° A MIN. (1) REQ'�_4 1-1/2"CLEAR ° ° A d D ° GROUT r J Q 4 C.M.U. 5 REBAR AT M m w 4 ° BOTTOM OF CL m z w i U) LINTEL CAVITY o V O \ OTTOM m 1 U 0 1- " v REINFORCING a a 3 m a 7-5/8"ACTUAL PROVIDED IN LINTEL z O w ui ¢ C1 3 D D #5 REBAR AT BC dOMINAL WIDTH (VARIES) U)� 1 a'n Qo to 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 A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cemendtiuos coating. See contractor specifications O 4'-0" LL -8" LL O 5-10" LL LINTEL PLAN SCALE: %4"=1'-0" Lai tul O 1� L CD 0 f N z S ([I z o Q o E3 o_ M z ° � U o lL V w O Q Q 0 w v1 c E Vun2 � � U 0o LU m i E o $ U o T) C_ `� ®001 44 N N .ill N O � � �� N O W Z Z 1� ;2 �� w a w LU 2 ZC3 LL W CC cD t `gyp ��..� °••...,°° • a ��- R� ram'•• %1fQ 1' 1 BSt Sti,i! 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. r— � co w z m U_ o Q C6 E Q E O zo oo wj » ¢N ?® ❑a uo o E N a ¢ Z. Q 8� ItZ w L (Q _ Z ¢ . 0 mo '0 Z Z ZC to J m < " Q W z Q p 44 J Z a oz 0 0CD F w Y �3 F a0 � o¢ zIa 0~ 03 C o T 'M L > �— LO CM N > TT 10 o O m 0 T Lid J r T Lo rn N r ai r yT M M 2 o Z r iri E O z CID FL E a� E 0 a o JOB NO: 19-5334 SCALE : AS NOTED SHEET NO. 8.0 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST 2003 CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO CC REPLACE A-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS WHIRLPOOLS, SAUNAS, U AS, 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, TUBS PAS WHERE THE 0 HOT U S AND S BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR, 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 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, C90-061b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ed. (2017) AND FLORIDA BUILDING CODE 6th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1. 3.3. ALL ROOF AND F TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A L 00 A FLOOR USS O FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150P CF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2. 1.4. 1 ST 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. 3. 2. 2 ALL RAILING I Y ARE TO BE DESIGNED TO WITHSTAND A L NG AND GUARD RAIL S S TE M S 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 1_1480TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4,1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1. 6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-I-P CONCRETE NOT EXPOSED: 1 y„ GROUT FILLED MASONRY: 4„ 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. MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (fc) DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4. 2. 5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED, 4, 2. 6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 4. 3. 3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE 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. APPLICATIONS HALL BE APA RATED STRUCTURAL ALL PLYWOOD USED FOR EXTERIOR S SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1 U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5, ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4. 5. 3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4. 5. 6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4. 5. 7. CONCRETE EMBEDDED'T BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4. 5. 8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4. 7. 5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST, 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4. 7. 7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ed. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, forms. Permanent forms etc., shall be made with permanent metal or plastic must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC-R R318.1.5 - C ncrete overpour and mortar along the foundation perimeter must be removed be�ore extenor soil 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 GARAGE DOORS (V = 140 MPH) TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC ISRESPONSIBLE 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 1%$" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE 8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. 1 n� cc:). a a JLJ is Q c� \M I M � M r M � N M Z OO O z N o � z Q J M d N M U)V) z ° 0 0 Ur - LL I_' r !n Y w (1 0 ° w § V) ry E , v M 0 w F- E E 0 y Q 0 rn O t M N N rn � NN o M rn _Z �y/ o. i W a a F,LL L N yry drn Q L N Z C Q1111m)ILIL : �,4 LU Alit `C . EhO _ «. F L.0 '�OFES5\0' To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal, A CD co w M oo z Q U_ 55 o oo ,m Zs Q � co z® o a o c O � N J o ¢z o u �a 0. nz I- L a o 0 rp coCr _ C z o oLL z Z J �w cl)g N 0_3 F' pa w zz Z d �W C) ¢o 6. C) QY r -R- d CDzI< ° 3 c .0 T M nL1 \W / LO �- 00 O T"_ Q C o C14 co o O pp = T Li ! L0 T_ • J LO T Lo co)) C,4 T ni N r w M M M o C T iri Z Z E O N @ FTU E -o o 0 _j Q 0 v c JOB NO: 19-5334 SCALE : AS NOTED SHEET NO. SN CORNER OF HOME GARAGE SIDE ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE . N �, 44- 15/32" CDX Co 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. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 6'-0" 6'-0"+++ z ++++ + + +++ +++ + + + + + + + + + + + + + + + + + + + + + + + ++ +++ +++++++++ + Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/el 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x P 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 _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) ° Filler blocking ° + 1/8" gap ° r NT ° FILL CELL STD. 90° HOOK BOND BEAM a STD. 90° CONT. #5 BAR > I HOOK �BAR BOND BEAM STEP SIMPS( wl (22) NAILS 1 5/8"D #5 CONT. THRU FROM BOLT FOUNDATION TO HIGHEST BOND BEAM SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR I INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. ) Small gap 2 min. 2," max. 4 max. o 4 Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/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 containing WEB STIFFENER DOUBLE JOIST CONNECTION top flange cutjoist. . - Birdsmouth cuts. N.T.S. Under 2nd floor column w/ loads N.T.S. 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 wall or beam below.* require additional consideration. Check local building code for appropriate details in 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 000 5'-0" 01 STUB -OUT FOR 1'-0" 0 9 0 LO GAS METER O o � U O F O CV = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Load bearing walls 7 Provide adequate bearing for each lapped joist. Squash block ) 10d nails SECTION @ INT. BRG. WALL 2x4 minimum Bearing wall, Versa -Lam LVL or N.T.S. Glulam Beam NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges higher than 15001b. 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 Web Stiffener Fastener Schedule Joist BearingLocation Series De th End Intermediate BCI5000s® 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000s® BC16500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d , 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s8 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d , 6-8d BCI90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSC w/ (22) NAILS 1 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 beam below Load bearing wall must stack over blocking and wall or beam below.* Joist �When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset Use 10dxY nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration.— ►'� �' �� A 1�" ROUND HOLE MAY DO NOT CUT HOLES 6 BE CUT ANYWHERE IN 6 6 CANTILEVER LARGER THAN 1h" 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 1Y2" Any 16" joist 12 1'-0" 1'-1" 1'-2" 1'-2" 1'-3" 1'-9" 2'1l" 2'-11" 3'-7" 4' -2" 4'-9" Span (ft) 16 V-0" V-1 " V-2" 1' 2" V-7" 2"-5" 3'-2" 3'-10" 4'-9" 5'-7" 6'-4" 7'-2" u 20 V--0" V-1 " V-2" V-2" 2'-0" 3'-& 4'-0" 4'-10" 5'-11 " W-11 " 7'-11 " 8'-11 " --- 24 V-0" V-1" 1'-2" V-3" 2'-5" 3'-7" 4'-9" 5'-10" 7' 2" 8'-4" 9'-6" 10'-9- 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. up to 3 to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Joist hanger A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) ;I I II I II I (I j II I Ln�l I �_ �I I Nail with 10-10d nails. I = Install tight to top flange. SLEEVE THRU STEM ° ,: SEE PLAN FOR °• a . • .; . • ° FOUNDATION INFO ° a STEM FOUNDATION 1 r GRADE _ MC,.,C OCC of A AI Filler block. \ Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4%2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist p depth Li I -JOISTS BUCKETS N.T.S. rvt, SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. 10A LOCATION OF SECOND H10A SIMPSON ° (WHEN w/ (18) lOd REQUIRED) NAILS UPLIFT =1 TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION TOP (2) #5's x 4'-0"— CENETERED @ PIPE PENETRATION . q , A PLUMBING LINE PVC OR SCH40 SLEEVE /PVC OR SCH40 SLEEVE ,—PLUMBING LINE z .'° • .. io � a SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION a PVC OR SCH40 SLEEVE PLUMBING LINE °°. a ° c ° a P ° SEE FND. PLN. SIZE & REINF. I o l� e C� ILrue Q =o i 1 z o J M � O E3 N z (D o C/] Y T(D CO LL, a 0 o — . 0O ., c o Ln y o U m w� r— T E O � u d _ � U o ° ¢ 3 ®0 14m N N h N o� M Q> � 0 --MS§zo z LYW U) LV Q N�- N2 aW LL z LN V ¢ 'Q . r 3 0 Z 0\� Utfii)�o WN E 'er Nlu 'a r OFF S�0r, 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. o M w M ¢ o Z S LJL Q E zo wo z rm ao z® K O ' OU O E (DQ &¢ ao <o o o< az �w . @ z OY U 9 m0 o Z J m az 2Z !n 3 ¢ 00��U ZO aw� m C.)¢0 <o dLL r� r`; O O <CD a Oo3 ct zIa o t— '� L \W / L0 > T O Q � o (o �� d- U O o m LOV Lo .— T O I LO r r Lf) rn M iu Co M M r o z Z E E c 0.. U J Q --1 JOB NO: 19-5334 SCALE : AS NOTED SHEET NO. S N 1 FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP') VARIES INSUL TION LEA / 5/8" OR 1/2" HIGH—� STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <_ 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. d 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE E (1) LAYER TYPE II (#30) (2) 45 CONT. ON 3" 6 x 6 W1.4 x W1.4 N UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH "' PITCH > 4:12 0 ° (2) LAYERS TYPE I OR TYPE II °' ° (#15 OR 430) UNDERLAYMENT D. °�lrffi FOR ROOF PITCH 4:12 OR LESS.PRE ENGINEERED WOOD, TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ g g� METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFTf GG NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. — — ALUMINUM DRIP EDGE ALUMINUM FASCIA 12" N.O. 2x SUB FASCIA EE SOFFIT SHEET LOAD BEARING OR EXTERIOR WALL 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT SEE CC/S3 OR G/S3 FOR ANCHOR \ 8" C.M.U. TYPICAL BOLT INFO. (IF NO UP LIFT ON TYPE "S" MORTAR WALL SEE GG/S3) /�- *SIMPSON SP1 w/ (10)10d NAILS ARCHITECTURAL TYP. FINISH 1x2 PT WD FURRING @ 24' O.C. 1/2" GYPSUM WALLBOARD—(1),45 VERT. IN FILL MONO OR STEMWALL U.N.O. CELLS (SEE FOOTING MONO SHOWN FOUNDATION PLAN FOR CLARITY FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH NOTE: FILLED CELL TYPICAL *FOR BEARING WALL W/ UPLIFT ONLY MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR SCALE:3/4"=1'-0" S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES a❑ 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. 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 42 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS s „ „ „ .) (OR / GYP. TYPE X @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW TOP PLATE STUD BELOW SIMPSON SP2 w/ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ (1) ROW 2x BLOCKING @ MID HGT. FOR EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS 2"x3/16" PLATE WASHER (TJAND WALL-HGT. < V-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ @ 3rd PTS FOR WALL HGT. > 8'-11 SHEATHING W/ 8d COMMON NAILS @ O.C. OR 5/8"x10' WEDGE AINSULATION 4" O.C. @ BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) PER CHART ON FLOOR PLAN 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 TSIMPSON SP1 w/ (10) 10d NAILS 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATIO ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" 2x P.T. BOTTOM PLATE x 6 W1.4 x W1.4 REINFORCEMENT AND WIL2x INCLUDE THE WALL P.T. BOTTOM PLATE 6 x 6 W1.4 x W1.4 A.F.F. O.C.) 2„ WWF OR FIBERMESH ATTACHMENTS WWF OR FIBERMESH 3 1/2" MIN. ELEV. 4-3 1/2" z ' D A.F.F. 00 _ � +— _ 31/2"(min.)- 4" -1 N 31/2"(min. - 4" =1 11=1 f�f I I I f17=1 11=1 I I I I I� I i II I T� (2) #5 CONT. 4" U.N.O. MIN. TYPICAL BEARING WALL @ STEP as SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" S�CUR� ecs M �31/2" MIN. ° 1 1=_ r 17, ITS'1/2"(min.)- 4" 00 ' ° III—iT� 31/2"(min.) - 4" =III=1 I T — III I III—I—ll�il ITi 111 I' 11 I— = I-1 I �iTl ITI=I 1T� (2) #5 CONT. 4 r I i Tt�,_4 ,1 I—Trr rr8 U.N.O. MIN. TYPICAL BEARING WALL @ STEP CC SCALE:3/4"=V-0" S3 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C M�N�Mops � INSULATION PER FBC AND ENERGY coN 8" C.M.U. FORM SUBMITTED WITH PERMIT 1 "x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ccl LAYERS W/ TOTAL THICKNESS 7/8" OVER "J" 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 AOOK DETAIL 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1!8" THICK. K.O. BLOCK @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP 124" MIN. LAP] #5 REINFORCING SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED777 BAR r 2x P.T. PLATE ASSUMED FINISHED E PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR GRADE Z GV D ° D coP o —I Z FINISH GRADE 2 oo GRADE 40 MIN. F = 40ksi #3 & #4 LAP SPLICE y (GRADE 60 MIN. Fy- 60ksi] 25" MIN. LAP [30" MIN. LAP] ° D — — — — — 17 O° 6 MIL VAPOR BARRIEIR III III u ° I =�= I I— _ °° ° _ _ _ _ I I—�- #5 REINFORCING BAR R 1 7/8' —� 1=I I I=I I IE I I I=III=I I I= , N z T —I IT 1T�1I1=1T� r #5 LAP SPLICE D° —I I_I=1 1=1 11—I I FEI 11=1 I I I I TI= T� 1 11�=1T 1 g ° D III —III —III —III —III —III- iv I I I OMPACTED TOp°. I = I I I I I� 1 36" MIN. LAP [36" MIN. LAP] 1=III=III=III=III=1111 r COMP. OMMODIFIEDCPROCTOR AS TTM [4. _ i I = D1557)I 1TITIIIIT° 1'4' =1 11=1 11=1 11=1 11=1 11=1 11=1 i'- MUNICIPALITY, — CURB DUE TO SLOPE CONCRETE SLAB W/6X6 0- NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION �D� TYPICAL EXTERIOR FRAME WALL FOOTING W1.4XW1.4 WWF OR "FIBERMESH"DECO FINISH 4" to 6" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL � SLAB INFORMATION. It 't=I�� �= I/ I r- ° L °D i I 6x6W1.4xW1.4 6 MIL VAPOR I II I e •I I I —I I = z *o min/24" WWF OR FIBERMESH BARRIER D' D a I COMP, SOIL. 11I (COMPACTED TO 95% MODIFIED PROCTOR III III I l f T I f=1 I I I I ASTM D1557) (2) #5 REBAR CONT. 3" MIN, CLR. ON 3" CHAIRS TYP. 1'-4" (1 STORY) STD. 90 HOOK (SEE U.N.O. 4" 1'-8" (2 STORY) DETAIL) TYPICAL WALL SECTION A SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS BLOCK WALL BEYOND 14" O.H.D. RECESS z a n 00 • T SEE A/S3 OR J/S6 �I l i l l l 11 --iiI FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STOR)) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS ri1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. � l',� t• tr ,� ■ t• � t• l � t• tr � t• t• �� t• tr � � t•: �A SCALE: 3/4"=V-0" z GRADE (1) #5 REBAR w/ OPT. 11= I SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 EXPANSION JOINT 1 N }— M .. .,-•1-�-I• _1 I G I LEI 11=_I �.. ..... a -11� d 1- BLOCK WALL BEYOND O.H.D. RECESS + t. ." � I 00 11- r SEE A/S3 0R J/S6 J FOR REINF. INFO. L 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS J 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" P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB Ol a J CONT. BEAD SEALANT ° Q INTERIOR -3 1 CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB as a n M 6 MIL VAPOR �'�I = = I 1 BARRIER =III=1I LI I I �III�IIIIIIIIIII 4" 4" INTERIOR WALL SLAB STEP NON-BRG SCALE: 3/4"=V-0" NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10)10d NAILS 2x P.T. PLATE SPACE ANCHOCn BOLTS 6" MAX FROM CL LU w END OF 2" x PLATE � D w g ' I-1� III I I .L � • '—III,; II111��� II-1il 10" f #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS rF SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN AT 24" O.C. MAX. FOR TRUSS SEE PLAN FOR CONNECTION INFO TOP OF BEAM & LAYOUT DESIGN SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL r' BEAM SIZE & CONNECTION INFO I I $ 2x4 P.T. 1 2x4 #2 SYP P.T. FRAMING w/ PLATE 7/16" I MIN 7/16" O.S.B. SHEATHING O.S.B. z0 ATTACHED PER NAILING _ w SCHEDULE COLUMN LOCATION Q w 6x6 P.T. #2 SYP �W Uj ABU66 —2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL O.C. GARAGE ATTACHMENTS & 18/D1 �1I2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS —INSULATION PER CHART SQUARE CMU BLOCK BASE, ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR =_ 6 x 6 W1.4 x W1.4 cal SIZE AND REINFORCEMENT) T WWF OR FIBERMESH a BRICK PAVERS or SLAB PER _ — _III :.III=I I I=1 11=f 11=1 11=1 11= 0'-0" FIN. FLR.jk COMMUNITY SPECS ��/Li`/'� -----=1 '------ �/spa? • �• ------=-----------��/ / GO © .... 1 (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <_ 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 26004) 6x6W1.4xW1.4 WWF OR FIBERMESH T I I=III—III=1� III III —III —III (2) #5 CONT. ON 3" CHAIRS (TYP.} 8" 1"' 4" 8" TYPICAL INTERIOR BEARING WALL W/ UPLIFT rG SCALE: 3/4"=V-0" S3 VARIES 1 1/2" RECESS FOR r6 x 6 W1.4 x W1.4 S.G.D. (U.N.O,) �� I WWF OR FIBERMESH SEE A/S3/J/S6 FOR REINF. INFO. t OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. �' SLAB STEP & RECESS an S.G.D. M SCALE:3/4"=V-0" S3 MASONRYWALLAND� PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS � TO FOUNDATION PAD .� CONT. FOOTING STEEL MAT REINFORCING. �' ' M 00 GRADE_ — a w ;III —III a a. —I —III— Z =—III—I —III—I I —III —III w o w 0 1=1I=1I=1 z 00 illl=l e • as = _ = _ M� 1=I =III=III=III=III =III=III= FOOTING I III —III —III —III —III III—III—III- ll,, lll�illlllilllll llll ,ll -III,-III BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 j C N M� (D 00 z � v a z Q M d N M to z Q) a V) Y Lu o •o o< — w N C o �N N c� m w � ,— 19 E o ml•... = 8 v o � sm N N M Q� z 0 wz r_ J- O W w Ii a NLLo Lu m z W U 10 z ox WL� W. ref k pQ�+' r °•. D Ilk 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, o co M p w 6 J CL E E 0 i w Z© ❑ a co c a KE u o O b N alo Q a IY¢ d w L (B aim woo Q Z , m o ❑,� Z, _ C J m ° Q W z (n sz a ofa 3 Qo a� =� F¢ cDcD ¢¢ }O co 5 a 3 � T 'M L \W LO M � T Q C o N co I— \� wo r U C wo m V r LO J O Ln T' 2 Lo rn N r ui E M N CM CM 3 r o z z E O a U Q Q J JOB NO: 19-5334 SCALE : AS NOTED SHEET NO. S3 (MONO) (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION - CONNECTION SCREW OFF CAP (3" DIA.)-� 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY WALL IS 1 1/2" MAXIMUM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 2 1/4" CL J TO DRAIN 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYpj 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 T STUD W/ (3) 10d NAILS ,��� CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10) 10d 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.) L-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. EXTERIOR WALL WALL CLEAN -OUT q SCALE: N.T.S. S4 1 ST 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" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D S4 SCALE: N.T.S. 54 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" KNOCK OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 ° a 6 d 8 STD. 90°H00K 8° LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: O 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. 2� VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. 03 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 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE J J w 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. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. 4 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. SFF �O�L 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 STEEL AND GROUT =ULL 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 W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON V-4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR 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. 00 SIMPSON HTT4 TYP. Op �R U.N.O. SEE N/S4 F�AG ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. S4 GE SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C__V r� L TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL 4 12 (TYP.) SEE ELEV. SIMPSON SP2 w/ (12) 10d I/ NAILS 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) 10dxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT LMAIN IN KO BLOCK AT EA. STUD SPAN MOISTURE BARRIER ROOFTRUSS 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. 90' HOOK IN K.O. BLOCK TYPICAL INTERIOR NON- ALT. KNEEWALL ABOVE MASONRY WALL DETAIL rE S BEARING WOOD FRAME WALL j SIMPSON SP4 2X TOP PLATE OVERLAPPING TRUSS BOTTOM CHORD OR 2x4 'BLOCKING W/ 2-16d TOE NAILS @ EACH END w U 2x TOP PLATE V2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE FEQUAL @ 12" O.C. SEE A/S3 FOR STAGGERED FROM BOT. REINF. INFO. PLATE TO CONCRETE SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF SPLICE STAGGERED /-10d @ 8" O/C ATTACH ALL J EXTERIOR STUDS W/ (4)16d TOENAILS TO 70P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS J SIMPSON C SIMPSON SP4 SP2 P.T. ATE TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL SIMPSON SIMPSON SP4 SP2 .r NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON j SIMPSON SP4 / SP4 NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSC SP4 SCALE: N.T.S. 4 S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° o ° • HTT4 wl (18)10d NAILS (3610#SPF) ° o • HTT5 w/ (26)10d NAILS (4670#SPF) o ° DTT2Z w/ (8)1/4" x 1 1/2"SDS (1835# SPF) HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (2215#SPF) ° o ° ° ° HDU4-SDS2.5 w/ (10)1/4" x 21/2"SDS (3285# SPF) • HDU5-SDS2.5 w/ (14)1/4" x 21/2"SDS (4065#SPF) HDU8-SDS2.5 w/ (20)1/4" x 21/2"SDS (5665#SPF) J• • HDU11-SDS2.5 w! (30)1/4" x 21/2"SDS (6865#SPF) • 5i8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER &NUT 9 FOR DTT2Z USE 1/2" DIA, x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & ' NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER &NUT a • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER &NUT HTT / HDU TENSION TIE N SCALE: NTS S4 10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE ROOF TRUSS ABOVE 2X BLOCKING P ° I I 2X8 P.T. BOTTOM ATE G' 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 a 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED o C TRANSOM FRAMING BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 t(E) o • SIMPSON SP4 w/ (6) 10d x 1 12"Mo (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY 5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM 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 SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF SPLICE STAGGERED /-10d @ 8" O/C ATTACH ALL J EXTERIOR STUDS W/ (4)16d TOENAILS TO 70P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS J SIMPSON C SIMPSON SP4 SP2 P.T. ATE TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL SIMPSON SIMPSON SP4 SP2 .r NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON j SIMPSON SP4 / SP4 NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSC SP4 SCALE: N.T.S. 4 S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° o ° • HTT4 wl (18)10d NAILS (3610#SPF) ° o • HTT5 w/ (26)10d NAILS (4670#SPF) o ° DTT2Z w/ (8)1/4" x 1 1/2"SDS (1835# SPF) HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (2215#SPF) ° o ° ° ° HDU4-SDS2.5 w/ (10)1/4" x 21/2"SDS (3285# SPF) • HDU5-SDS2.5 w/ (14)1/4" x 21/2"SDS (4065#SPF) HDU8-SDS2.5 w/ (20)1/4" x 21/2"SDS (5665#SPF) J• • HDU11-SDS2.5 w! (30)1/4" x 21/2"SDS (6865#SPF) • 5i8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER &NUT 9 FOR DTT2Z USE 1/2" DIA, x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & ' NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER &NUT a • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER &NUT HTT / HDU TENSION TIE N SCALE: NTS S4 10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE ROOF TRUSS ABOVE 2X BLOCKING P ° I I 2X8 P.T. BOTTOM ATE G' 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 a 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED o C TRANSOM FRAMING BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 t(E) o • SIMPSON SP4 w/ (6) 10d x 1 12"Mo (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY 5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM 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 C 1 0 z � o 0 0drm z � z Cl- N n� 0 o VJ L 0 C/� Y w n a Q O cn c E U CO w �- E E o g _ U 'o 0 ¢ Y ®O sm N N o�2 N z M � LU w a Z `W �Zo W ' N tiz a oW Wfa . 0- W Q a L A Z �/ O �oQw I 2 N 15 N O LL W d 1 A111i"A Q E ,. a, � 1 J �: �r AA . c, a ®, IF V-0 •., E S S,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 engineedng portions of the drawing pages bearing Engineers signature and seal. o M w ¢ w z 0! M --1 c E E O o zo I ? 4 >m ¢� Z• oa Go _ O CD N 4% a < ¢z o Qo o ¢ ww ¢ L cn _ C U mi 0 °x zF U, —' Q n aw z W a Q 3 o �w O �o w - �0 CZ) O <Y' w� zI¢ ;o a U 3 c o r 'M ^L' W >_ LO N T <C C o N L0 �T� J TO L� 0) Nco LO T r ui .L. N T w C")M a E z E 0 m c`o FL E c°� ¢ o C:W a) JOB NO : 19-5334 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAM11 W/ (4)1 /4"x1 1/2" SDS SCREWS TO BLOCKING & (� 1/4"x2 3/4" TITEN TO CMU SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS BACKNAIL w/ (2) 16d NAILS SIMPSON H1 OA w/ (18) SIMPSON SP4 w/ 6 10d x TOENAIL W/ (2)16d NAILS SIMPSON H1 OA w/ (18) ( ) NAILING SCHEDULE FOR 2"x4" 1Od x 1 12" AT EA. 1 12" AT EA STUD USE BACKNAIL w/ 2 16d NAILS SIMPSON H1 OA w/ 18 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. SEE STRUCTURAL NOTES ( () ( ) SHEATHING DETAIL OUTLOOKER OUTLOOKER SP6 FOR 2 6 WALL USE 10d 1 1 " @ 24" O.C. NAILING SCHEDULE FOR OUTLOOKER @ 24" O.C. TOP CHORD SHEATHING DETAIL FOR SHEATHING DETAIL BLOCKING FOR FIRST FOUR ROWS OF a5° ± 24 MAX. TOP CORD BLOCKING 45°± 2X4 CONT"L"BRACE TOP CORD BLOCKING TRUSSES @ SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2)1Od 3" FOR FIRST FOUR ROW EDGES OF 2x4 CROSSBRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" 0/C. CMID HEIGHT OF TRUSSES @ EDGES SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF 72X4KICKER OF SHEATHING TYPICAL TYPICAL RIDGE FASTENED AT @ "L" BRACE TO EXTEND SHEATHING TYP. 2x8 SYP#2 "L" BRACE TO 48" O.C. EACH JOINT W/ (3) 10d AT LEAST 90% OF WEB . EXTEND AT LEAST 90% OF MAX. & (2)1Od TOE NAILS @ ., 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8 FROM BOTTOM CHORD (SEE TABLE) J 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT H2.5A w/ (10) 8d SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROMLSIMPSON FROM LEDGER TO 7/16" OSB SHEATHING & (2)10d TOE NAILS @ BLOCKING ATTACHED W/ 10d EA. END NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1 OdX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" SHEATHING ATTACHED THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS 10d NAILS 6" O.C. 1 INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ w! @ EDGES AND 12" O.C. FIELD 2x4 PANEL BLOCKING @ 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FOR THE FIRST (4) FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE ROWS OF TRUSSES FRO @ 48" O.C. MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED EA. END TYP. TOP & BOTTOM ATTACHED w/ 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w! (8)1Odx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. 16d TOENAILS PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 10dx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7) 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 1Old NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE SP8 FOR 2x8 WALL) S 2) SEE STRUCTURAL NOTES OUTLOOKER EA. AND NAILING SCHEDULE 2x4 OUTLOOKER FOR SHEATHIN DETAIL @ 24" O/C 2x4 OUTLOOKER @ 24" TOP CORD 4" MAX. O.C. (OPTIONAL - SEE BLOCKING FOR ELEVATIONS) FIRST FOUR ROWS DOUBLE TOP PLATE OF TRUSSES @ 2x4 CROSS BRACE APPROX. 8" 2"x4" CROSS BRACE 24" MAX. EDGES OF FROM RIDGE FASTENED AT F S EN APPROX. 8" FROM SHEATHING TYP. EACH JOINT & (2) 10d RIDGE FASTENED AT "L" BRACE TO EXTEND TOE NAILS @ EA. END EACH JOINT W/ (2) AT LEAST 90% OF WEB 10d & (2)10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2)16d 7116" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD (2) 16d NAILS BOTTOM ATTACHED 48' 2x BLOCKING W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL 219 BLOCKING, FASTEN WITH M 2x4 "T" ON TOP OF PANEL SIMPSON HGAI OKT w/ (4) 1/4"x1 1/2" 1063" @ 4" O/C BLOCKING, FASTEN WITH SDS SCREWS TO TRUSS & (4) 1/4"x3" 10dx3" @ 4" O/C SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12) 10d 2x4 LEDGER (MATCH BOTTOM NAILS AT EACH STUD DBL. TOP PLATE CHORD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 SIMPSON H1 OA w/ (18) BACKNAIL W/ (2) 16d NAILS 1 Od x 1 12" AT EA. 2x4 OUTLOOKER -REFER TO DETAIL J ON SHEET S5 FOR r frl SEE STRUCTURAL OUTLOOKER @ 24" 0/C X-BRACING, AND TOP N "' x NOTES AND NAILING TOP CORD CHORD BLOCKING N _ SCHEDULE FOR BLOCKING FOR INFORMATION t° 60 °° SHEATHING DETAIL FIRST FOUR ROWS OF TRUSSES @ 2"x4" CROSS BRACE 24" MAX. EDGES OF WOOD TRUSSES CD60 Co APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND -2x4 RAT RUN BRACING 1 1 2 2 EACH JOINT W/ (2) • AT LEAST 90% OF WEB AT 24" O.C. ON TOP OF 1 1 10d & (2)10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 NAILS @ EA. END GABLE TRUSS TRUSS SPANS ATTACHED W/ 2 -16d �1�11� /� `/ 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW UI (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF @ 48" O/C FOR THE FIRST ROWS OF (2) 16d NAILS OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSEE S FROM EA. E ES AND 12" O.C. FIELD 0!C w/ (2) 16d (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & JACK TRUSS TOENAILS @ EA. END NOTES: BOTTOM ATTACHED SEE PLAN FOR 11 ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY PROVIDE 1/4" DIA x 5 1/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS CONNECTION MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) DI - ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACES S AHOWN FOR 3-PLY 2x4 TOP PANEL ) BLOCKING, FASTEN N WITH 2x4 BLOCKING W/ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" O/C (2)12d TOENAILS EXT. WALL CONN. COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON -LOAD BEARING LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) E TI N SEE TYP. WALL SECTION FOR SCALE: 3l4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS $ S C 0 g ADDITIONAL INFORMATION. 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)1Od PER JOINT 11NIMUM 2x 'ROSS BRACING 3EE PLAN FOR OCATIONS) 1 Odx3" O/C @ 2"x4' TOENAIL 6" O/C RUN W/ (2) 16d TYPICAL (2) 16d PER NAILS JOINT ' CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rT� ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. SCALE: N.T.S. S5 1 GABLE TRUSS Sul "L" BRACE W/ 1 Od @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE 6.9 AND LOCATION) MAX. S5 S5 °e aII -, ,-11 - I_ °11'°° a-'11-\. . if ° aII° 1 -a - II - °-4 a a 1 a 11.-' - - II 11. ° 1 CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N,T.S. PRE-ENGINEERE WOOD TRUSSES SCALE: N.T.S. S5 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP MINIMUM (2)16d PER JOINT \- MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL rM SCALE: N.T.S. S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C 2 x 4 BLOCKING w/ (2) 1 Od WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) 0 z w BRACING w/ (3)1 Od x 3" AT • EACH CONN. @ 24" O/C SIMPSON HGAMI OKTA w/ (4) MOISTURE BARRIER 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"x2 3/4" BOND BEAM TITEN TO CMU ut--- MASONRY WALL 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1 Od NAILS @ 4" 0.C— TYPICAL GABLE TRUSS WEB —J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM / -4 BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE 7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 -t I CONTINUOUS BOTTW CHORD BRACING 2X4 MIN. ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-O" T-O" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1 Odx3" NAILS @ 4" O/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.) \ /—GABLE TRUSS `--CONT. BEARING "' --- `= " -- 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 END JACK 1 V-0" MAX. 9L C"1 0 CORNER JACK 0Y a 2 � Uj z O c.� HIP FRAMING REFERENCE PLAN 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 /TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING SCISSOR TRUSS 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 D V M z o 0 o� a J M � N E3 C z N ° o _ u- , Tl Vi y (� LL, - V ® a OLLl N c o rd = N o � � � v m w m E2 e o g i r 0 N N o� z 0 ~ J w t LU z � a LU > =LL ­0 O � �o, a� a o % N ZNg LLM zZ W ilf, fr o errs, H `ZQ�S. Ytv .t dO f a°• F� e R O F E To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. o w C7 MIc o s Z Q J l- cry Q E E ti z o wo z m <R z© 0a CK3 I— Q. o E R� &` L) �0 o< Z C'4 ¢o Q Ww r� L :3 U _ O z 0x U m o o, z N J z m ¢� Q W � Zo fn U L% Q OQ U a mw U wLL <o a= - O < L d za °3 C N iM ^L' W 1 �— U') M N > 1T 0 C 0 CN L.I. co m o 0 r Lf 7 ■� r T O Lo �— I U.)rn T r— E N M CIO c� r iri o Z Z E 0 `w co a a �? 0 ¢ oCD C JOB NO : 19-5334 SCALE : AS NOTED SHEET NO. S5 �I i t lrf7F-1 r — � -- - � i i �' I i I it i 1111, iGif[i d-e � _,d fl i ii 1, ; iJ I I II i v v t x LO r') O n ro M LO I C" i -n M 0 LO J LO c -n 3 Q N a E FE Cv N 0 S 0 J y t 0 U v y U 0 i A* 0 U 17 CN 4z r, a 0 rz- 0 0 1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 TO PRODUCT MAX 8„ UNACCEPTABLE INSTALLTION TO PRODUCT P.T. TO PRODUCT PROPER INSTALLATION DO NOT DO THIS 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1 X 4 1x4 P.T. 3/16" 0 X 3" LONG FURRING FURRING 3-1/4" LONG X 3/16" 0 FURRING TAPCONS (2) ROWS 3/16" x 3-1/2" TAPCON. INTO STAGGERED @ 16 TAPCON @ 16" O.C. & 4"LL2X8 BLOCK@ SPACING „ 1x8 P.T. FROM EACH END w/ MIN. 1X8 O.C. 2-ROWS INTO PER MANUFACTURE 1 DETAIL 2" EDGE DIST. ATTACH MASONRY THROUGH 1-1 /211 DETAIL 1x8 w/ (2) ROWS 8d NALS 3" DETAIL 1x4 P.T. & lx8 P.T. STAGGERED @ 12" O.C. 3/16" x 3 -1/2" DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. x 3-1/2" TAPCON @ 16" 9 1x4 (2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH FURRING -� TAPCON @ 16" Q.C. & END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" 0' 3-1/4" DETAIL FILL SOLID BOTH CELLS #5 REB (TYP,) STD. 90 HOOK +5A NOTCH WEB AT FIRST 2 COURS #5 REBAR (TYP,) 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" AR ` AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 41 TD. 90- HOOK (TYP.) ` 2x BAND JOIST W/ FACE NAIL 10d ( TYP.) FACE NAIL S 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: AP SHEATHING TO ' BOTTOM OF BAND JOIST TYPICAL ' +2„ OTCF,@ @FIRST COURSE ` SIMPSON HGAMI OKTA @ 12" O.C. w/ (4) 1/41 1/2" SDS SCREWS INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK THE ES ` 4 1 FILLED CELL PER BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FOUNDATION AN SCALE: N.T.S. SS 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. 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 SOLID W/GROUT EMBEDMENT INTO BLK.) 1/4" MAX n 2'-0" 8" 1 PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. •' BLOCK HEADER ARCH BLKG. & BUCK 1/4" x 3 1/4" TAPCONS SIMPSON HM9KT w/ (4) 1/4"x1 1/2" SDS 1/2" DRYWALL - * SCREWS & (5j 1/4" x 2 1/4"TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) 2 x 8 45' DIAGONAL (4) 10d NAILS 71N LEAVE A CUT OUT IN O.S.B. ON THE y BRACE(S) 2 x 8 BRACE/ 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 H.S.B. FOR CONTACT ENGINEER OF RECORD FOR SCRIBE (NOTCH) POLYTHIS AREA 2 x 8 45 DIAGONAL BRACE AT EA.FURTHER INSTRucrloNs,BACKSIDE TO FIT ARCH (4)S INTO 2 x 8 FACE OF ARCH W/ (3)10d NAILS OVERHAN : �' .;..' ;:. • ' AT EA. END RETROFIT TRUSS DETAIL CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO 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. START OF ARC ) O NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL X (2) 10d NAILS @ 8" O.C. ARCH DETAIL J 4 MAX. RAD. USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ / °�FRygN CF TO TRUSS TOP CHORD 1 SCALE: N.T.S. SS MIN. 4" EMBEDMENT AT 16" O.C. 12 + + NOT 1-On 51-On JACK TRUSS PROVIDED BY + H PLYWOOD SHEATHING TRUSS COMPANY OR PLAN SEE + 2x6 #2 SYP @ 24" O.C. + + IV FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + +BLOCKING ° WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. ROOF SHEATHING ATTACHED + REQUIRED `� /4" MAX EMBEDMENT INTO K.) B B PER NAILING SCHEDULE ALL TO SUPPORT D ° D1. p BLOCK HEADER � 2 0 8 SIMPSON TRUSS + + SOFFIT DI> p 1� ,g..'o p D ° °` ---__#5 BAR SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS + CENTERED W/ H2.5A w/ 10 D 9 H p KNOCKOUT / o 1 X 4 FURRING IN TOP BLKG. &BUCK 2X6 TO 2X4 8d NAILS( ) EACH TRUSS r • 41 ° 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d s� s = p ° AIR BLOCK PROVIDE 2x CONNECTOR74 NAILS AT EA. END MONO FOOTING .p o , ° PROVIDE 2 x 8 DIAG. BRACE BT PROVIDE (2) MIN. CONT. W/ (3) SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SEE LINTEL AND SECTION DETAILS -I BRACE EXCEEDS 24" 4 BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF SCHED. 2 x 8 VERT. BRACETRUSS COMPANY OR 2x4 CLEAN FILL S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT DIRT Z TO BE INSTALLED 0or 0;001 4'-0" MAX SEE PLAN STANDARD BUILT UP PLWD. BUCK- ° 9 o PRECAST LINTEL 90 HOOK SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN D TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4%' WOOD FOR OVER HANG FILLED CELL - p - 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") - BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL 4' MAX. RAD. WALL USE (2)1/4" X 31/2" TAPCONS AT 16" INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. ANCHOR INTO ARCH BLKG. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-sk g ARCH DETAIL K SECTION @ENTRY L SECTION @ROOF EXTENSIONrM REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS SCALE: 3/4" = V-0" SS SCALE: 3/4" = V-0" SS MONO TO STEMWALL FOOTING 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 AT LEAST 2 HOURS BEFORE PLACING MORTAR. CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE HOOKED DOWEL 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 MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS 20 ga. PANEL 2 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± ") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR W.W.M. AT PERIMETER SIMPSON HTT4 w/ (18)10d x 1 COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION 1/2" NAILS TO STUDS & (1) - E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL ) (1) #5 BARS CONT. 5/8" DIA. ALL THREAD ROD #5x6' EMBEDDED INTO EXISTING BOND BEAM PER ANCHOR OCCURS IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING TOP WITH MIN. 3" EPDXIED w/ SIMPSON "SET" zo (EVERY OTHER COVER 6'-0" EPDXY MIN. 6" EMBEDMENT & SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL F.F. 3" MIN. EDGE DISTANCE � Q FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP U- w NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° p A THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL ; ; o REINFORCING AS FOLLOWS: - ¢ U 1 SEALANT I-1 LI-I 11=III-I I�- * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. g° ° I -III -I I I -I I I, 1 #5x6' EMBEDDED INTO * PRESS PANEL REINFORCING INTO PLACE. I=1Tf=III I I-''WEE U z 6" MIN. LAP SPLICE W/ r ° III I I —III EXISTING FOOTING (2) #5x6' IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL —� I I —I I �- SMOOTH. DO NO FURROW. REINFORCING PANEL a , ;° III —III -I . \ N FILLED CELL —III-III' DRILL 3/4 x5 MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT o. 1 SET BAR IN EPDXY GRADE FURROW. MAINTAIN UNIFORM JOINT WIDTH. p 6 MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: M REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. N Z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS r- • o TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° \tea 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 EA. WAY A SECTION WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16 EXISTING FOOTING 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 1 GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. SCALE: N.T.S. RETROFIT FOR MISSING MSTAM STRAP J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FILLED CELL DETAIL MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. 1' 4" = -0 K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/" 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. nt t� G z N O z z 4 N U)V) v z ° 0 QA w fl Q V,n `_- O ° w F- V) c o o �N 0 U m w rn TE _� U 'o co m _0° �m N v�i N O � � Z LU MdM�zo a CAI w W � _ a W 2 LU Z 0 S`nvLL is U) 4 O C N N 2 E w 3 ¢ Q z LY .4\0 FBfr�Er� o LL 0 E E S �4\0 `eta\ CAfI�11111t 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. ti c w z M co z O Q E OU os w? <� �© oa co ~ (d MU U ¢ UO U 0 < o CV <= o < a ww >_ (U (n C _ o 0Y U Um m� o o� Z z ,a QW � rn CnQ) o� go W ? �� w a mw o w ;o a C.0 o OU o T 'M L W ■— Lid M I N r Q CCL o N Wco = 7 1:1T' U r- V 6O � O r E N T- w M M cY o m T' ^ Z Z E O 0 d U Q p JOB NO: 19-5334 SCALE : AS NOTED SHEET NO. SS -H �- r - m � i IfTI I�L , [�,1�I i ,; :, _ i a I�;.I_r I I ice— I l �I��� 3 t2 O rn M LO I i m LO _ u7 t2 0 J CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN, (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 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. DB 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS 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 A. TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. A. 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) 1 PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. YA 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 a@ RAISED ENTRY MASONRY WALL 1 4 SCALE:NTS SIMPSON LSTA18 VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) w/ (12) 10d NAILS CENTERED AT SIMPSON HUC410 w/ 16d INTO HEADER & (14) (6) L.SEE PLAN L. FOR CANT. 10d TOP & BOTTOM SPLIT TO TIE 10d INTO BEAM - SEE OR SIMPSON H2.5A w/ BEAMS TOGETHER ROOF PLAN FOR MORE (10) 8d NAILS INFO COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) SEE FLOOR PLAN FOR COLUMN SIZI & ADDITIONAL INFI SEE FLOOR PLAN FOR COLUMN SIZE & BASE-7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SC EDULDE/PLANM OPTION B CONNECTION INFO OPTION C SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. COMMON BM. TO POST ATTACHMENT A F--� A SEE PLAN FOR SCALE: 3/4"=V-0" BM. SPLICE OVER �� CENTER OF POST 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 @a ENTRY FRONT WALL 2x4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3)10d 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. SCALE:NTS ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION DIAGONALT AT 8'-0" 2x8 #2 SPF RIDGE BEAM SIMPSON LUS26 w/ (8) 10d NAILS MAX WOOD TRUSS * * 2x6 #2 SYP RAFTERS FOR SPANS 4FT SIMPSON MTS18 w/ (14) OR IF 2 PLY TRUSS SIMPSON TO 8FT 2X4 RAFTERS FOR SPANS LESS 10d NAILS TYP. U.N.O. SEE PLAN FOR SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d CANTILEVER IF MTS18 w/ (14) LEDGER AND J/S6 FOR MORE INFO. 9i COMMON TOENAILS TO TIE BEAM SEE FLOOR PLAN FOR COLUMN SIZE & INDICATED 10d TYP. NAILS U.N.O. SYP COST. LEDGER w/ (3) VERIFY WITH PLAN FOR LOCATION AND DIRECTION / 2X4 CONT. AT CONC. MASONRY ADDITIONAL INFO. 12X1/2" 4 1/2" X 4 1/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR T & B CHORD STEEL OR WOOD (WOOD COLUMN SHOWN) MIDDLE LAG SCREWS INTO END OF EACH FLOOR TRUSS, 24" O.C. MAX.. (AT BLOCKING INFO) BEARING SUPPORT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL FO-1. SCREWS EACH SIDE) (TYPICAL) A -A ALTERNATE BLOCKING CORNER SECTION AT LOW ROOF 9 SEE FOUNDATION N. N. DETAIL N INTERIOR BEARING (10 ° PLAN FOR MORE INFO SCALE: NTS 3 SCALE:NTS COMMON B M ATTACHMENT g WOOD TRUSS . A PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE:NTS SUPPORT WHERE TRUSS DEPTH EXCEEDS TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT SCALE:NTS VARIES 2x STUDS @ 16" O.C. ROOF SHEATHING SEE 1/S5 FOR SEE PLAN FOR w/ SIMPSON SP1 w/ 10 10d ( ) ATTACHED PER ADDITIONAL 8d NAILS AT VALLEY TRUSS NAILS (T BASE & SIMPSON SP2 w/ 12 10d NAILS AT TOP 2x4 #2 SPF BRACING @ NAILING SCHEDULE EXTERIOR SHEATHING OUTLOOKER INFO. 4" D.C. INFO. 16" O.C. W/ (4) 12d COMMON TRUSSES. ATTACHED PER 2x BLOCKING BETWEEN STUDS TOENAILS TO TOP SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON NAILING SCHEDULE TO TRUSS W/ (2) 12d TOENAILS STRUCTURAL SHEATHING PLATE & (2) 12d END MIN. 2 2x4 FOR CONNECTION () SP1 w/ 10 10d NAILS ( ) EACH END ( BETWEEN TRUSSES ATTACHED PER NAILING NAILS TO TRUSS BOTTOM CHORD SPF TOP INFORMATION. AT BASE SEE J/S6 FOR GABL LOW ROOF/WALL (2) 12d NAILS TO EACH VERTICAL STUD) SCHEDULE PLATE MORE INFO. TRUSS SHEATHING ATTACHED PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d VARIES WFOR VARIES SEE PLAN WALL LOCATION 2x4 BASE PLATE W/ 1/2" PLYWOOD @ NAILS 16" O.C. ALONG W/ ROOFS 0/PE SIMPSON LSTA30 w/ SIMPSON MTS12 wJ 14 10d x ( ) (22) 10d NAILS OR (2) 16d NAILS TO 1 1/2" NAILS TO BLOCKING WOOD WALL SIMPSON MTS12 w/ EACH COMMON BELOW @ 16" O.C. OR TRUSS. 2X4 CONT. W/ (2) MIN. 2x4 #2 SPF STUDS @ xx (14) 10d x 1 1/2" NAILS TRUSS/ FRAMING TYP TOP &BOTTOM SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR TO FLOOR GIRDER NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C. STUD TYP. T&B PER NAILING SCHEDULE & . MASONRY WALL BELOW: SIMPSON PLYWOOD (3) 12d TOENAILS TO HETA16 w/ (9) 10d x 1 1/2" NAILS @ FLOORING TRUSS OR SEE PLAN FOR PLATE BELOW MASONRY WALL 4'-0" O.C. TO GABLE TRUSS ROOF SYSTEM TOP OF WALL OR BEAM . BEAM BELOW: SIMPSON HTS20 w/ MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER SEE TRUSS PLAN a (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. ° o W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR TO GABLE TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION Q COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE 16" O.C. MAX. SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) SHEAR TRANSFER INFO. >p SECTION @ FLOOR FOR CONNECTION MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. EXTERIOR. WALL SECTION ENTRY s CONNECTION 22 SECTION AT HIP GABLEr-2`�SECTION @ BUMP OUT 39 SCALE:NTS SCALE:NTS SCALE: NTS SCALE:NTS SCALE: NTS DETAILS & SECTIONS 1 a o� M pp 2 N O W N z � o Q J M d N E3 M nN O 0 LL 1W _l VL.UO � n w � C) O ° to E o � v m W T E o = U =O N � 0 O r0 I N �D N � N o� Z_ W` �z r ,3LU a ILL Z0 ZLLMCD Vf LY `1iP� o W eej/s ��o U Xd �f�''�,� ems. ••�� '�•��•��N� N To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. r` 6 C.0 w z M y 2 a � J U- E ECa z o �° » Q� Z® w¢ _ _ o o U) C _ Y h0zcr) ma 0, Z� T Z N w Qo N Q � ° o w� ° a mF aLL w ti� �- o J w� >° CO eY °za a o3 2 r N M �L1 W �— LO M > r 0 ;ii C p O V V1 / � O l Lo N '— r 0 N M m E CY) m r iii o Z Z E E T 2 U 0 JOB NO : 19-5334 SCALE : AS NOTED SHEET NO. D 1 ^' ^ "" WEATHER ✓E BARRIER & 1ARILY SECURE WEATHER RESISITIVE BARRIER TAPE If (ASSEMBLED WINDOW) HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weat THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER S DO NO' BOTTO CI Anlr'. SELF -ADHERED FLASHING HALF ROUND WINDOW rv�,�nmv r�r�0nuvu SELF -ADHERED FLASHING DECK JOIST NOT USED EXTERIOR SHEATHING WOOD FRAME CONSTR. SELF -ADHERED FLASHIN BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI: UNDER DECKING (SEE DETAIL WP07) ED FLASHING E AM 1 0 LASHING WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR RIM JOIST �J SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1 BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHER (D SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER PLASTER STOP - CONTINUOUS BACKER - ROD & SEALANT iol 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 STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH - WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER I, 3-1/2" INCH FLANGE 11 THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY 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 NEEDED IN CORNERS THROUGH SELF -ADHERED FLASHING a SOFFIT/CANTILEVER RUBBERIZED RUBBERIZED ASPHALT ASPHALT ADHESIVE ADHESIVE SELF -ADHERED FLASHING SCORED RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) 0 SELF -ADHERED FLASHING INSIDE CORNER Ground Water Resistant Barrier Lath Sheathing Stucco FOUNDATION WEEP SCREED LEGEND SELF ADHERED FLASHING (SAF) o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS kSTER STOP NTINUOUS BACKER ROD EALANT MENTITIOUS FINISH )RAL FRAMING )RAL SHEATHING SAF E PLANE WRB EAK WRB 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 7/8" Cement Plaster in accordance with ASTMC926 WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all rr 0 ;o C7 LL-kl 0 N z o � o z � N M � N Z (DQ) o VJ �- L �_ w o 'U O"' r- tn�o N�N � �m r- - 0 8 ! zi4l I II U D "1 Q m N N �ZN 92 o a o w Z M 2 M w � a _ � oAo W a LU c�oNt "D z w > 3 Z 0 3 �oa_Q33 o c v O 3 H:9E a Z Qrn Q Q W N9% �I fit !f o 11, 2 ?A Z r � � F r��rlt ft611#tl6t'� 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. r_ o co M z z o s w ZZ Q � J L.L i? E E OO z o oo w > m ab z® oa K O 0� � OU o1 .a Z o @ i wo ¢o ww w� y ::, ra _ Z?Z o y U hm mo ON z Z J a ¢w QW 2h J o i% Q 3 O 4 <0 U a D-F =ti � - C:. w >° a C.0 v z < °3 •� T > M AL\ W �- M > TT C) cc o O pp ice-+ � T- �.1 ! Lo .� J TO LO T Lo 0) N r T M M M o M Z � T N � E O N Z ICU Q_ E U _J Q p c _J JOB NO : 19-5334 SCALE : AS NOTED SHEET NO. W P R +r N to Ca N �. U C Co O L� W �(35 � 0 o i ^^11 o O O O O W March 20, 2018 Q 0 U ICU O Co 0 CU > Re: Wood Construction Connector Compliance for 2015 international Codes 8.2017 Florida Codes O cn � Q To Whom It May Concern: SO L � `}^� �. Section 2303.5 of the 2015 International Building Code (IBC) and 2017 Florida Building Code (FBC) specifies that V J Q 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 (]CC -ES) revised AC13 Acceptance Criteria for Joist Hangers and Similar Devices in October 2016 to incorporate a methodology to evaluate products to the 20151-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.stronatie.com for additional pertinent information. If you have questions or need further assistance regarding this matter, please contact the Simpson Strong -Tie Engineering Department at 800.999.5099. Sincerely, SIMPSON STRONG -TIE COMPANY INC. Keith Cullum, P.E., LEED AP dwfBDW Engineer, Southeast U.S. Branch Page 1 of 1 Sanpson Stron9-Tie Company Inc. 2221 Country Lane McKinney, TX 75069 Phone: 972.542.0326 Fax 972.542,4139 www.etronobe.com Z �_ O L O O L V�!( M U m 1 O L W� Q z J z Q J d SHEET NO. PA 1.0 ^s ^y.}C "xv y£ f a r, 7 4.. .zr., ry ., a � 5...h. f ., AR 1 + e - vae'� S''j "� *naTff��W'�e,C� ,,. e., e..,,.r.. .., i'-i' l�.:Cmk, h '.:a, „. ,.;.r �t@:ilppy��B 2-. . •R`.»: 5 e :„„,, R.-Y-,.... ,`i.-., r <. .. � :uE '�-�Q.d{�.: I/�t ,.: ro tom.: ,s. ..>z.. A ,� '..,- sr'st�;. ,.: ✓., ."�. d,. J.•�'.. v ,-. P a 2 £F 'rvS `u� :•Y ' Vey. ,., 1'� t:;�i Y� .;:. "+�-�_ .�. :z. .,�'" ^�. _.. .:. i,.r `4 �.:n" ::., � .a A3. L`f i ' W:d 's r�. �5 ✓ '1 � F '� �' �•,,`� 3' k .�•5>' da ,�i •>r 3'-.-'> .. Az ? a. :n. .,,a 5 r� G.b. {'+ i..�. q• �i 3,�.. s';Y+ ?: ,. ..... " :a 11l '� �#si'^w; �'A 5 '_A.. �54�I��'�e.k �'..,,..., min �iO�tF �r�=:�'�-s't".' a .. ., ,.,� r� 1.-.yy. ... 2 � FY .ms n=%+ S -$ +., ,k,:.-s v.,_ €..9 f �.• ��. �., . �,.. .5 s ,�`', k i Ru. ,,...-. ,.c.r ,f ,: _.'�i P.. $ E�-, 5.� ..�+ a. .-,wy 9^, .,... Nr ,. 't�s. Rom+:.. .. k 5+5,. +.Y .S R � ax Vm 3 .tA''^ H.. F.M��3 .e�.Y f ,_-- .. ._u `�'i``m N' "zv�,y... ., n.,,k t K .;%''�,�' f '` fl � v a5.gg.:�� •3 :<,.}.?_ �ZX�.1 ',+ 3 1 ti ,{✓,r .Y -. �J[c` .� Y t 4 .�p'3`a _ A3 FL17244.1 ESR-3455 A23 FL10446.2 ESR-2606 H D210-2 FL17232.3 ESR-3445 HU210.2 FL10856.4 ESR-2549 H D212.2 FL17232.3 ESR-3445 HU212-2 FL10858.4 ESR-2549 HD216 FL17232.3 ESR-3445 HU216 FL10858.5 ESR-2549 HD216-3 FL17232.3 ESR-3445 HU216-3 FL10856.1 ESR-2549 H D26 FL17232.2 ESR-3445 HU28 FL10856.3 ESR-2549 HD28-2 FL17232.3 ESR-3445 HU28-2 FL10856.4 ESR-2549 H D410 FL17232.4 ESR-3445 HU410 FL10856.9 ESR-2549 HD412 FL17232.4 ESR-3445 HU412 FL10856.9 ESR-2549 H0610 FL17232.4 ESR•3445 HU610 FL10856,10 ESR-2549 HD0410 FL17241.7 ESR-3444 HUC0410 FL11468.11 SIM200804 HGA10 FL17699.1 Evaluation Report HGA10KT FL11470.4 SIM200803 HGAM10 FL17699.1 Evaluation Report HGAMIOKT FL11470.4 SIM200803 HHCPZ 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 HTS18 FL10456.22 ESR-2613 HTW20 FL17244.8 ESR-3455 HTS20 FL10456.23 ESR-2613 HTW24 FL17244.8 ESR-3455 HTS24 FL10456.24 ESR-2613 HTW30 FL17244.8 ESR-3455 HTS30 FL10456.26 ESR-2613 HTVMAI6 FL6223.2 Evaluation Report HTSM16 FL11473.11 SIM200802 HTWM20 FL6223.2 Evaluation Report HTSM20 FL11473.11 SIM200802 HUGT2 FL8223.3 Evaluation Report HGT2 FL10456,18 ESR-2613 HUGT3 FL8223-3 Evaluation Repo PRODUCT APPROVAL SPECIFICATION SHEET (2018) January 9, 2019 As required by Florida Statute 553.842 and Florida Administrative Code 96-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures 1. EXTERIOR DOORS A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) 'FL20461.1 +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.6 +67.0/-67.0 psf ThermaTru FirberClassic and Smooth -Star (NON -IMPACT) FL20461.9 +67.0/-67.0 psf ThermaTru FirberClassic and Smooth -Star (NON -IMPACT) . FL20461.14 +67.0/-67.0 psf ThermaTru Classic -Craft and Benchmark FL15225.1 +87.0/-67.0 psf ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-87.0 psf ThermaTru FiberClassic, Smoothstar, ClassicCraft, Rustic FL7640.1 +67.0/-87.0 psf B. SLIDING MI VMndows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf PGT Series 5570 FL251.10 C. SECTIONAL Clopay Building Products Residential WindCode Doors WS (8X7) FL15279.37 +30.0/-32.0 psf Clopay Building Products Residential WindCode Doors WS (16X7) FL15279.53 +30.0/-30.0 psf Clopay Building Products Residential WindCode Doors W6 (8X7) FL15279.85 +38.0/-42.0 psf Clopay Building Products Residential WindCode Doors VY6 (16X7) FL15279.102 +37.0/-41.0 psf D. METAL LOUVERED DRS Curies Division of AADG, Inc 607,707,727,747,and 847 Single &Pairs of Doors FL11537.1 N/A {see inst sht) 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.0/-55.0 psf PGT Series 5500 FL239.7 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.0/-50.0 psf C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.0/-40.0 psf PGT Series 5520 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 I FL13192.1 - FL13192.2 WA 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 FL7849.18 - 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 Storrs Panels ' FL15076.1 - FL15076.2 N/A All American Shutters &Glass Galvanized Steel Storm Panels FL17669.1 NIA 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A Commercial Concrete Products, Inc. High Strength Concrete Lintels : FL1774 NIA The r ducts listed below did n demonstrate product approval at I review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the p o ow of p pan p g p 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 1 IT 1, 11, of : I{11, ;1 1 l Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Applloallon Debit Page I oft ItSWIe Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Peps 1 d 1 116=18 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 or 1 1s2o1a Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of I + artole C/) �e > ( ) � O f+ L- CL O O � � ^ � 0 L.L /r� }� j� � � � V' �J � � � �' O Q L ^, VJ � � 0 O O O `� ,,..� I\/ ' ^ � O .� N O ICU c O FLM31924a 290 ar!&r9L !� l� J 10 im version ion 21wbat E11L11odar lit m valwdw a. Yddod lamed FBC Acreage]Ag�sd Ebaa few. RNWon 2017 James Hardie Susio g Products, PingM ang Zhu Ronald I. Ogows John Southard, P.E. 08/2V2017 0= 2017 OL28/2017 1 atla=7 Approved Category: Panel Wall$ (909) 348-2927 PE-24121 (352) 367-2528 BubCatogory: Siding pingeleng.zhu0)enesher Compliance Blotted: EvoWntbn Report from a dle.cdn Florida ProfeRegl Elled Arc itect or a Licensed Florida FL1131924t5 Products i! ProdctMaa:NuMerarNbms OuallarAIfa� All dice AlLg�diQ[Sfu Imgerd Rblag i'roduct.Q!ladp)� In HVHZ &lmkm Pressure 2 HONNPIaMc Lap Siding fiber oenlsm top aiding 121312020 Yes Yes WA WA ) soh Eat&t.er � � DWOpondil !� lug version t Ji a Lkelsl Validated ar Yeatlame Submitted EHfAgg[gYsi AWN RNlebWindows n 2017 MI and Doom Brent Sltlinger Luis R Lomas, PE Stevan M. Ulkh, PE 1023/2017 1&182017 10r282017 12J122017 Approval ryeddwa b&N 385-3300 PE82514 Q17) 317-8454 SuoCatapory: Masons bsltftnper®mlwd.kxtm Subcategory: Compliance MNhed: EwWNlon Repoli rrom a FloridaRapeweh d:Evor n Reared Fiorillo oridabwl Engineer Architect BrP1if3�iCrdlMm fiW&LAeIYk� Albfertd.�LSmt Ag Jma Ilag�d Relict ftj Product Model. Number a Nam & d &Emkm P.m!lLik 2 6764 VeNcal Aluminum Mulkon 121312018 No Yes Yes WA FLa261411 sob ENIkJE 21% QEk Date.P"Ano Io mm Ytlllm 11 contact iBalneor & Li1gOLL Validated By S Revblon 2017 POT Industries Dean Ruark Lciervn4Dede BCCO -CER MbmFDade SCCO - VAL 124M17 11M6/2017 12MOO17 Approved Cabyery: Windows (941) 488-0100 QBB) 315-25g0 SuoCatetpry: Muaaha tlmark®pptlntlustbe.com Complwnea Maarod: Certification Mark or L FLS26I411 Prednxb �� 2291 Product Mora. Worker or Merrill ) odor b.11ri� ! Z Iaea1Wo< t'1MMIR 1 Mulons for All Doors and Windows Auminum Muaoe o&zaiza27 Yes teas Yee WA FW]19246 220 BOtal 20 � l t� TV- version i✓ carried EO .tom Validated By Sub egg $� Revision 2017 James Hardie Building Products, Inc. Pingsharg Zhu Ronald 1. Ogawe John Southold, P.E. 0&25W17 0&D&T017 08282017 10110I2017 Approved SubCehporyMSldlnp Pl Web 9rgelwng� @jemeeher PE-24121 (362) 387-2528 Fonda Re i MNhotl: Evaluation or a Report from n db.can Professorial E sneer Mal or a Uosnesd FkriM FL1f31924a Products AWIod for Use Approved for Lela $gile Product Modal. NUNterarNarne in HVMz !ate pressure 1 Cempwn k Lap Siding liter-cemom lap Bating 12/31/202g Yes Yes WA WA �A."/� . � U) Florida Department of Business & Professional Regulation Building Codes and Standards Page I of I Itmole Florida Department of Business & Professional Regulation Building Codes and Standards Pape 1 d1 + 5rm+s Florida Department of Business & Professional Regulation Pa eg Building Codes and Standards Peg, d, + s2o1a Florida Department Of Business &Professional Regulation Building Codes and Standards Peps I or, srm,e Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detall 13i1:tr1]42$� 29da nun! vmma jifiskilifialm scalar or20 corded Egedoes,.ilicanao Validated By 201 yaldtld $ahoitYd Date Pmdlm DAM FBC Aporwal AoY,,d AMR F111a27242 Coo 7J1aa Y9Ol- fxAfty gL [ism C EmdmeM.A.I„icanom Vafdated all 21a 21M tab Pendlna D )fated Satenhind F&CApproYal Aomgxed Abdo EIA1Q2ZhBi C I= Yobs Manufacturer Enter or Contact EDlamar.&U.— Validated By Dow DW Perrdno YaIIdMd Submitted FBC Aoeroved Dow Aommola EWlle F11/01m4-R16 Code I11a! vlMmn tlaautct, L Frrtlhr or Contact EOghuL8lJrawe VNldeead By 291 20t Yalltlatd 3dIIam41d Dow gi 281 FWAaerglui AaaCUIRld Hbaa Novel.. 2017 James Hardie So" Products, Inc. category: Panel Wafts BubCws0M: Sitting Compliance Methed: Evaluation Report from a Florida Ragigsred Archimot or a Licensed Florida Probaalomi Eniphow Pingsheng Zhu Ronald I. Claws John Southard, P.E. (909) 349-M7 PE-24121 (352) 367.2528 pl gaharg.zhu®Iemot her db.aom g0252017 0801112017 0528/2017 1 &102017 Approved RNWon 21)17 Abide Nick Thompson Lyndon F, Schmidt, P.E. Ryan J. King, P.E. Category-ory; Sofia nthorhpson�ablde.com Panty Wags (330) t122-2388 PE43408 (819) 787.8655 SuhCac'alap Compibrce Motlrod: Evaluation Report from a Florida Registered Architect or a Liaesed Florida Professional Engineer 10/04)2017 101032017 10/112017 12f=017 Appravatl RNbion 2017 A41M Categorylls : Panel Wa 9ubCWpory: Sofilts Complahce Metln, : Ealue6cn Report from a Fonda RegWered Architect or a Licensed Florida Professional Engineer Nick Thompson Lyndon F. Schmidt, P.E. Ryan J. King, RE (M) 922.2389 PE�9408 (813) 787-8556 mhompson�abida.am 10M42017 100312017 10/712017 12/122017 Approved Revision 2017 GAF Cntary: opRoofing Subcategory: Asphalt Shingles a Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed FkxIM P o tonal Engineer Michael Sfiah Robert NWmkwn John W. K—I h, PE (800) 788.3411 PE-58188 (954) 7728224 m. DPWMD17 0820/2017 0912VM17 12M212017 Approved F1113192.Rd IiffiE yrodueb ProdrN Moral. Nunbaror Names Assursam Approved for Use A all.�dE fkn as Qatat'dtH� ford Ramn Pressure 8l1 E4� combat Product Model. MUMaror Name nbidgKokwimn maned Real® AporIn HVHzUes Aptftlft rides EflHgm 1� Opade NVl¢ EJd]EiI71BZ.CrJtEltgkQueen, Pam.€ Product Modal. Number .OLW&GAnataaa ConbW Emiretlon A ..for Approved for the Was 1� Q l� ! Resim Preepre B,f.Efd11� 5-0 Product MOM. Number or Merrill Quam Product WesRnlbn Contract El�retlon Aaal�sC.m[.t Dab In HVHZ Use mmad Qtllaa OutsMSHVHZ Rr Wnf pip 2 Hardispi Lap who fiberpnlem lap siding 121312020 Yee Yes WA WA i a. &quoC2T&gwt So1M Vent or Solid Vinyl SoMt 121312020 No Yes No WA 2 b. 8quokAlBana T4&quot: SeIN Vent of Solt Vinyl Soffit 12131=0 140 Yea No N/A I GAF Asphalt Roof shingles Fiberglass reinforced 341b, bminated, 5-fob and lore0WHO No Yes WA N/A hip/rldge asphalt shingles Florida Department of Business & Professional Regulation Pege 1 a I Building Codes and Standards 11=18 Florida Department of Business & Professional Regulation Page, d, Building Codes and Standards I vm18 Florida Department of Business & Professional Regulation Page I of 1 Building Codes and Standards lrsrmle Florida Department of Business & Professional Regulation Page I Of I Building Codes and Standards 115=18 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 1 2411E MW rusks d� EtWb M Emkoar3l + V."O %d By 21K 20 v,dlsildd Submitted Deb Pntmmna 2ift FBQ Approval ApproIred Adam Fltf7M"U 22ft mm Version Eft our tm ufwW > 9BWd Erdi e & Lka Validated ar 2da no Dab Pending 21M VildOW Submitted EDS Aicaf&YN akin FL11691S42 189E mm version manldlFalffi EndaLa[ contact Enpkeer& License Validated By 211 20 oft PUKOM vandmw Siduallbod POO Approval (o Aaglivind stsele FL616248.R2 2991 mm rains 1 Endorst Contact Engineer & IJanae Validated By 1a 21M VaNdo d Submitted Dese Pbndm JI FSC Ao,,-d Approved RevbkVn 2017 TAMKO Building Products, Inc. Category: ROOM SuhCabgory: Mg orwymesw Compliance Method: Evaluation Report tom a Florida RegisteredAmhlted or a Licensed Florida Professional Engineer Kom Eden Zachary R. Priest Locke Bowden (417) 824.8844 PE-74021 (334) 300.IWO kandL-eden®tamko-cem 10/19QO17 IGOS 017 1020M17 i2f= 17 Approved Revision 2017 LV. Thompson, ire. dba Thompson ArchkseWral Tony Christman Zachary R. Prieel Lode Bowden Metal. Company (TAMCO) (813) 248-155 PE-74021 (334) 300-18g0 Category: Roofing tony®gOmoLalmo ng-oom gubCass": Roofing Accessorise that am an Integral Pat ofthe Roofing System Compliance Method: Evaluation Report from a 101102017 1011MO17 10117207 121122017 Approved Revision 2017 L.V. Thompson, Inc. dbe Thompson Architectural Metab Company (TAMCQ) Cabgory: Roofing SubCabgory: Roofing Aoassales that are an Integral Part ofthe Roofing System CompWnp IANhod: EvaluNbn Reportfrom s Tony ChRahrun Zachary R. PMst Lodes Bowden (813) 24634S PE-74MI (334) 300-1800 tay@panet9koofing.com 10/10=17 101102017 10/17M17 12/122017 Approved Revision 2017 LV. Thompson, Inc dbe Thompson Arddteduml Metal. Company (TAM00) Category: Roofing aubCbtepo yn Roofing Accessories that are an Integral Port of the Roofing System Canplbncs Maarod: Evaluation Report from a Tony Ch ranan Zachary R. Pdoat Locke Bowden (813) 246-3458 PE-74021 (334) 300-1800 tony®aomefakooMg.com 1011072017 10/1012017 1011712017 121122017 Approved A Florida Registered And,— or a Lloomo d Floida Florida Registered Architect or a Licensed Florida Florida Regbbred Architect or a Licensed Florida Proialwoesl Engineer Pmrl—1 Engineer Professional Engineer �a 6 Produd Model. Number ar Nomo No. 15 UL asir10� Product Dosed ntloru coastal aspiration Asphalt asWrated organic fell 01/072019 I —djorthoo Acmirrared Yes for Use I� Bsekbal Yes N/A l� Preswra WA �" Eon! 91Mi&LAssurance, Product QeadMka contract Eagairosaft Dote Approved IN Use Acorovad or the Impact Qglpg 1nHYtli 2W1Yh-tfY1S I3011teot PmLll: Heaf Product MOM. Number calliame QUAMAggg Product Description Contract Emiradon IMM Approved for ft" Approved for Use 1WADS gi Impact l3ealWal dkatm P.�n Eaa! Cuellar Assurance Product ostentation SrgmMgEsolMll- AQproved for ties Artaroved nete lglDR¢ for the 2WWY.lOali flaillififild P.[miln 1 TAMCO FIN Top Off -Ridge Vent with Baft for Tb 26 ga. static roof ventilator with bath 09/062026 Yes Yes WA WA 2 TAMCO Gooseneck Vent 28 ga. 09M92026 No Yes WA +01-52.5 3 TAMCO Off -Ridge Roof Vent with Battle 26 ga. SLOW mof van84Ao war Integrated be% 091092026 Yes Yss WA WA 0 Florida Department of Business & Professional Regulation Pagel &1 Florida Departin ent of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I of I II6 % Florida t of Business & Professional Regulation DePartmen eg Building Codes and Standards Product Approval Application Detail Page 1 d 1 +/5018 Building Codes and Standards Product Approval Application Detail 11712019 Florida Department of Business &Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 d 1 1rs20Ie ed stills R2 FILIFTIMSAIII Cant Entity ar Oats Date Dale Penally Date code mm version RNWon 2017 dlmaldjam LV. Thompson, Im door Thompson Arehltedunl Metals Company (TAMCO) Category: Roofing Subcategory: Roofing Aceessotiea that eem IN.gnd Pan ofthe Roofing System Comgwna WUtod: Evalwtbn Repor ffon abnee Florida Regteterad Afd*sd or a Licensed Florida Probesbnel EngnesrFL#2i6N4" ErAw Contact ELalmooriLUcer- vai6tlawoL Tony Chrlatrnen Zachary R. PrIaN Locke Bowdon (813) 248,UW PE-74021 (334) 300-1800 tony®gomearooflng.am 21K 21h YaldaOd Auhm and 10110=17 101102017 Dow PNOW gate del Aoersxad 10/172017 12112=7 Auft Approved -cab IYg! vltlim Review 2017 EIAW or manubc m Contact Fork— aLt.— Validatedar Florida Metal Products Inc. Clark Jones James L. Bucker, P.E.Q Michael John Romer, Category: Rooting (904) 783.84DO CBUCK Engineering P.E. Subcategory: Roofing Accessories that: are an dedtilliAamoocom PE-31242 (561) 414.7557 Integral Pad ofme Roofing System goo Mated: Evaluation Repose from a FloridaFkrrRegistered AmAMd or. ■ Licensed Florida Profeselonal En~ Products 20 291 Dole PwWhm Dab yaNdamd EaaMRbd FBQAuxamniml Ago@yd 10252017 11010512017 10272017 12M22017 Eban.. Approved y*rslon Revislon 2017 FLri172a2-RS - Manutadurer Lomanco, Inc Category: Roofing Subcategory: Roofing Accessories that are an Integral Part of the Roofing System Compliance Method: Evaluation Report from a Florida Registered Architect ore Licensed Florida Prdessnonel Engineer Products Contact Engineer &License Validated By Andrew Carter James L. Buckner, P.E. Stevan M. Urich, PE (501)982-6511 PE-31242 (717)317-8454 acarter@lomencocorn Quality Assurance VelroNed Subrnlft,d FBC Approval 04/0912018 12118/2017 041152018 Approved for Use Approved for Use ra-d 06/12r2018 Impact Status Approved Doslan codo 71rnt Vale Rover- 2017 R.0/8411i Boral Roofing I MonbRJlede Category. Roofing SubCntsnRooTiles ComplWnce a Yethod:d: EvaWation Report from Product Evaluation Ell* Prodrreb ELF C ld d ErAhm a l.learso Validated By Thomas J.—oft IAPMO Unfiann Evaluation Gary W Walker (602) 2119-2286 Servkws LLC. (205) 85"160 thomasm .Jene2®bkrral.w In Qualb Assurance 20 20 Validated Submitted 10/1a12017 10/0612017 Apor Approved DallaPondling 20 PRICA� A,,r M 101212017 for Use IM21d gerdm $bars Approved d — FAAMILIUPraducto Seas Product Notlel. Numberor Is, Product Description Contract Expiration Date In HVHZ outside, HVHZ Resistant Pressur. Aw Pmdwg*M.Numborot Noma Conceal ExalraUon paw In HVHZ gmmwLulmZ RNIIM pip Bea• 4 TAMCO Round Top OffRMga Vent with BaBb for Too Ploduct.Deacdsi� Quality Arad Bid 26 ga. static mof wn dx with belle 091092026 A � Yes Yes WA � WA llama 3 QuPJW, A-,— L�4 3 - FlAMCO 8kryd;RV 10 Rldps VentBglmk Aluminum Rldpo Venda for pitched roots fabricated 1Yd12020 from 0.025' AWmslon Atvorpvad for Use Accented jor Uss Impact R-le. iLLtib$, 1 .m11d7 I�IYfIN preN/A No Yee NO WA 1 Deck-Air'"DA-4 Low PrWAe, Pdypropylena Plastic Roof Vent 07/102021 Machenipely Attach ad to Plywood Deck. No Yes No +97.5/-97.5 27 Who goo MMWm Progb-Darer 1W06701a NO Yes WA N/A Cn 0 Florida Department of Business & Professional Regulation Building Codes and Standards Page t d 1 Im mte Florida DepartmentPop of Business & Professional Regulation Building Codes and Standards PiI of I Iffimis Florida Department of Business & Professional Regulation Building Codes and Standards Page 1 of 1 arzon Florida Department of Business & Professional Regulation Building Codes and Standards Pop.1 or I 11e2o18 (� W Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail U) Bit dials IYge Ya3ka ek011mFhlflL Epl&Lgt 2Bnknt VNIMbd ev tale Rate Validated dFl lOC Again m 1 F8C Amroval Emha 19�11effitt Sark IYg! VMIM Eol&Lar fffi Vssmct Eoalmetil� VegMbd By 2ge lam/ ! Rork vatl�bII ag1�d FED' Aag�Jtd iHaaM ELIIssL�lt S�It ]hat version wnuhdurer ELWBLar d� Enoin''r a Llorles Valktetsa By 1L� bm Rent. Prim YalWdd Elmmtlmd fE2AssrsJMl Approved $kb!! H�11 Vero ]Yss Version duet Enft L Sapmci P.gnac Validated By ate btn Validated ddgbdad 12�.e�m Fact Acgravol Agg@JO1 Emfta Review 2017 Scroll Roofing 1 Monbrlged Category: Roofing Subcategory: Roofing Ties Thomas Jemonea NPMO UnKorm Evaluation Gory W. Walker (602) 269-2288 Servlas LLC. (205) 854-0180 8homw.Jenarwtt@boral.co 1&18/2017 IQMM17 10f212017 Approved Review 2017 Boral Roofing I hbnladJkft Thomas Jamme6 IAPMO Uniform Evaluation Gary W. Walker Category: Roofing 2ervk 8 6xe LLC. (206) 864-0180 auhCabgory: Roofing Toes thomthornes . lommlemm ett@beral.ce 11111VA17 1111762017 101212017 Approved RNlsion 2017 Soel Roofing / MonbdJfettre Category: Rooting Subcategory: Roofing Toes Thomas JommN( IAPMO Vniform Evaluation Gary W. Welker (802) 2es-2288 services LLC. (20.R) 854-0180 thomaodemha8el�borel.co 1 W1&2017 10/05M17 10210M7 Approved RevWoh 2017 6oel Rooffrg I MordwLSNw Cabpary: Roofing uhGatepory: Roofing Initial Thomas Jemrnelt WsMO Uniform Evaluation Gary W. Walker (802) 2�-2288 Services LLC. (205) 854-0180 thomaelamma8lliboel.ce 101182017 10AMM17 10212017 Approved O Lr. Comithance Mehod: Ewkalon Report tom a In Mralbn Repoli loom a m Report from noCOrInPIYr,a Ilabotl: Ewkuallan Report fir..■ In Product Evaluation Emig ProductEvaluationE.nBty Product Evaluation Entity Product EVNestlon Entity F}$ ucts FL1711494"ll Products 1417S49R11 Produob FLg7M94111 Products � Qly)tbiAmypgg Aaororad or the INoasi 2acmg Onalfitar Amurams AOOrcrsd for Ues Ancro"dfor Lin kama Design, Quality Assurance Ariaoved for Use Aoorovod far lso Impact 219a QuuMr Assonance A— dfor Ube Approved for Use Impact:D"IM f' AMR P dnilm EnglationDab In HVHZ 2gWYeMVHZ Resistant Pleasure Product ClssuctJ in Him &Ekbla Pleasure AMA Product MOM,Number MNeme In HVHZ Outside HVHZ Imlmbac preteens Amu Product Modal. NumberarName Product Description In HVHZ HVHZ R.WMM positions< 28 Vote 900 Medium PraBb • Lake Wales, FL IOM412015 No Yes WA WA 18 Salrorry 900 Flat Profile - Rico, CA 1111mole No Yes NIA WA 17 Saxony 9OO • Country Slate, Hartford Shin, Shake, Slate, Fa Profile - Stodlon, CA I0A)4W+8 No Yes WA WA 18 Saxony goo - Country State, Shore &amp; SIN* Fa Prolk • Hendemon, NV 1004=18 No Yes WA WA Spat OldEnpesh ThaMh Cn _ L Florida Department of Business & Professional Regulation Pap, d I Florida Department of Business & Professional Regulation Page i of 1 Florida Department of Business & Professional Regulation Paga 1 of I Florida Department of Business & Professional Regulation Pap 1 of 1 Building Codes and Standards Product Approval Application Detail Iisale Building Codes and Standards Product Approval Application Detail 1/Srm18 Building Codes and Standards Product Approval Application Detail lAsmia Building Codes and Standards Product Approval Application Debit I/dmla RNS411iI Pl0111,41,49d.1. FL01507145 FL110764a W cods E"ft g 20 no pals Pending 1a -C.90 F-"m or 2e1a 2ss Deb 21h 220 Entd ar 21k 20 Dim pardna 21,11, 220 Erntbr W 291 21M !gym 2nk 7Jtae version Revision 2017 M..Ufwwm Boni Rooting I McnaUh ice Category: Roofing Contact Eggbau1iLicense VNiddwey Thomas Jomag IAPMO Uniform Evaluation Gary W. Walker (602) 269.2288 Services I.I.C. (205) 854-0160 V IW d Submitted 10/18=17 1OOM17 FBCAnQCgYr Aguayd 1021/2017 Ebro Approved 11= Mandan RNWon 2017 lkoC..bt E.OhmerA.Lk— Validated 0, Sonl Roofing /MoniR.daae Thomas Jemmee IAPMO Uniform Evolustlon Gary W. Walker Resoling (Bom) 86 Servlops LLC. (206)864A180 Validated Sub VA d FOCAooroval Apor nd AMR 1011OM17 101082017 10212017 Approved lust vandon Revision 2017 tifiOgkgai OW91 Pm*Wn Products, LLC. Cabpory: 3hudan cantla cmdolow&JLk— Validatedar Tim Robinson Walter A. Tot Jr., P.E. John W. Knezevlch, PE (954) 8847ti4S PE-44187 (854) 7726224 yard awimmd FBC Approval 09/082017 OEV3112017 091112017 Aggrwnd 17JI22017 am & Approved Im Version RNbi*n 2017 Meplttab7:t Global Protection Products, LLC. Shutlen Contact Stronger 3.License Validated By Tlm Robinson Walter A. Talk Jr., P.E. John W. Knezevich, PE (9fi4) 889.7545 PE-M3187 (954) 772$224 Validated submitted OBRMM17 081312017 FBCAgleavol ApggmdAMM 09/112017 12/12/2D77 Approved SubCdogniv: Roofing TIM thomesjornme talboraLon rslorn hCabpory: Roofing Tea tiromes.lemmetlmberal.a eSubCamory:log SubCabpory: Stomp Pan*b Um.robinsonQgppentwrth SCNeaao+Y: bCawgay: Storm Panels tlm.mbineon®gppanlcan Evalw9on EMlty a In comuWna MalhoReportfrom a In Product Evaketlon Entity gr Compliance MMbo& Evaluation Report from a Florida ReOleteted Architect or a Licensed Florida Eva Compliance MethoEvaluation Report from a Fklrlde Registered Ardubd or a Uansed Florida Z FL9849411 Products FLOYMMI Products Professional Engineer Prof roof —I Engineer Q 4WI&CAtlYOnis Aparand forRg Apuraed for Use Import 219a diW&LA-- Appromid for Use ApowWfor Use IMRMA QMmg 13d1E478ASProducm FUM 5071545 Products J El9.dl ProtlurctMrwa.NuuberorNeune produ.(,QtledQlka Contrast Expiram Om ID.HIQfZ outside HL prossun eaal Product Modal. Number orNam ProductPegdQ3l4Il contract EMINftnalb. InYllf outside Q Ssekkm Pressure QWbarfirom @gB Assmratlfor Ske Approved forth lmaacf posim 0AIRvAeeumm Approved ,for .tk4 Approved or Use hand Resign a 19 Saxony 900 -County Stets, Shake, Slate &amp; Split Fa Profiie - Lake Wales, FL IOM412018 No Yes WA WA 20 Saxony 900 - Shake 8emp: Slaw Flat Profile - Lathrop, CA 1010412018 No Yes N/A WA $19-8 Product Model. Number or Name Contract Exolntlon Ode In NYH2 Outgo NVHZ Reshiburrit proolae1 gar 1 Prodcl Modal. Number Or Name Product Decollation Contract expiration Wb In HVr¢ ouaM H1MZ RRgki t pressure Shake 1 20 Gap OaPrantred Steel Stern Par.*"&U Corrugated GaMnhed Steel Stem Parwb mod ed 12/3112019 Yes Yes Yes WA 2 24 Gape G hmntrad Steel Stc- Panahl"iVHZ Corrugated Galvanized Slim! Slomn Panels reeked 12/312019 No Yes Yes WA or not by trade to provide humane protection. or not by tracks to pm ift humane prok121on. S SHEET N0. PA 1.2 t , I I I I I 1 , L.I 1 ItIllI Ill. _4­a N/••• i U) Florida Department of Business & Professional Regulation rage i of I Building Codes and Standards 1e/2019 }a Florida Department of Business & Professional Regulation Papa+ or f Florida Department of Business & Professional Regulation Peke I Of 1 Florida Department of Business & Professional Regulation Page f of l Product Approval Application Detail Building Codes and Standards vWmft Building Codes and Standards 115=18 Building Codes and Standards uWmfa O Product Approval Application DetNl Product Approval Application Detail Product Approval Application Detail L L CL O CL 0 Code EMIN or Data 292 Date Pendin° DateFL#19"4t6(3) ^ TT rye Version Manufacturer Contact Engineer & License Validated By Validated Submitted FBCAoorowl Approved status cia -0 Revision 2017 All American Shutters and Glass Mike Barbieri Frank L. Bernardo, RE Troy Bishop, P.E. 04MI2018 1020/2D17 0420/2018 06/12f2018 Approved 9901 Entity 21M 21h Dow ose 20 22111 Ease orgo21k 2& DM Po im 2 9M Entity or 21111111 20 Date P dine 20 Category: Shutters (561)712.9882 PE-0046549 (954)947-0880 11'M Version minubcwm contact Emleaser A,.Llaeuu Vegetated By Vatedged auhmimd PlIC-Amormrd Arrommod At" im yip ManLftduw contact Shallower &License Valdated By Mean Submitted FBC Approval Amrs>Qd two meal V-10. mmurmwrer 99am ZOWl rA License VMdsw By Yelwod adhmBlW FBCAmmra! Amrslted Ron ' ` �W ' ) Subcategory: Storm Panels mikeb@allamericanshutte Revision 2017 ITW Building Components Group brit. Swart Lewis ICC Evaluation Sella, LLC vVMam M. Ranker, PE 09M9/2017 09KI72017 09/21/2017 Approved Review 2017 ITW Building Components Group Mo. Swart Lewis ICC, Evaluation SmIcs, LLC VV1gam M. Raman, PE 0911912017 091072017 OWlMD17 Approved Revision 2017 sew Building Components Group Inc. Short Lewis ICC Evaluation Service, LLC William M. Ranieri, PE 09/19/2017 0W07r417 09I21/2017 APPMW � � � •' Compliance Method: Evaluation Report from a Florida Registered Architect or Licensed Florida rs com cow"! Structural Components SabCah;M: Truss Ploba (847) 9184n473 (407) 681-1917 NeAleIiiialpinekw.com Category: SVuquM Componemt SubCawgay: Truss Platys (847) 0184473 (407) 681-1917 slewiscepineltw.com ory: Categsuuclurel Components SubCawgmy: Trust Pletes (847) 918.6473 (407) 681-1917 � U v^ Professional Engineer Compliance Method: Evaluation Report from a Product Evaluation Emit Compliance Method: Evaluation q Report from a Product Evaluation Entity Compliance Met": Evaluation Report hen a Product Evaluation Entry V O Fl#17wml products - -. _ -- - V�! Quality Assurance Aoorowdlor Use Approved for Use Impact Design ucts FLM9994M Products O 0. ^ O Stop Product Model. Number or Name Product Descriotlon ContractEmimtfon Daze In HVHZ outside HVHZ Resistant Pressure Aonoyad lair Use Wood 219M Quoft Auk Aleorl for Use Amrovad for Use Irsmd Dail Quarter Assurance Aonravad for Dee A-ed far Use 1meME 20M � ProduttYedaL NraMerafftnr outside prodrn Moral. Number ism. in HVHZ O LL 1 24ga Galvanized Steel Storm Panels 24ga Galvanized Steel Storm Panels 12I312019 Yes Yes Yes NIA �� 1 ITW BCG/Apwa Higher Strength (H &amp; S) Pro Mew Connector plow 12/312022 IB.IIYtlz Yes Yea aLeLLot NM PrsM1rs WA sons 2 RVY ISMAyhbhe Hinge Plow P Meld Connector Plow 12/312022 l0 fi tiYtii Yes Yes 1Lt�ct WA P1lMllrs WA alai 3 a nW BCWAIpkls Tru ox P Motel Connector Plow 12I31/21122 l iBQK 1LlLLa6 Yes Yes WA PllMgre WA O -i Co p > • O ^' 0 �1� �A/1 V �� ii .L�• i Florida Department of Business & Professional Regulation pop 1 Of 1 Florida Department of Business & Professional Regulation p.g., W + Florida Department of Business & Professional Regulation Pop 1 or I Florida Department of Business & Professional Regulation Pop I of 1 Building Codes and Standards 1151m18 Building Codes and Standards +Nrzo+t Building Codes and Standards lame Building Codes and Standards 1/Wm18 Product Approval Application Detail Product Approval Application Detall Product Approval Application Detail Product Approval Application Datall FLa1Lt4ti Sdma Enft a 211111 go l Dl Carlos &die 21L 21L DOW PMdIH 2dR FLa219rgo 220 Bill w 21L Rik 2eLPMdln ROE FLf27974M gSAt Entity a Rik 2111 Deb Pending 291 Iya Vandon Ita0ufaffiIl8 Surd Emlmci1icaemt Validates By MOW allhmWM FISCAL Avorgaad AM& I1fM VIWm M nmadmr c3ntad Enalrower A Umme vedderdey Vdw" Submitted FW-Awemnl Atasmnd aLhM Iyga version ILaldjaim contact Eoalmor&Ll� V GdabdBy YalLded a uhmod FBCAgprsyal Approved sub, IY1! Version learnufachuo[ camNct Enailown,A Lie VafidlwSt ydkwW submitted EBCA-1 Amrslnd $Leda Revision 2017 ITW Building Components Group Inc. short Lewis ICC Evaluation Service, LLC WIMm M. Ranked, PE 09/lQ=17 09W2017 092121117 Approved RwAsim 2017 Millet, Industries, Inc, DwId Wert ICC Evaluation Service, LLC ICC Ewlualion Service, 10/192017 IOIIWM17 1=22017 Approved Revision 2017 MTak Industries, Inc. David Wort ICC Evaluation Sawks, LLC ICC Evaluation Service, 1011912017 101192017 10222017 Approved Revision 2017 Mrsk Industries, Inc. David Wed ICC Evaluation Service, LLC ICC E"llu don Service, 1011OV2017 1(YIOM17 10222017 Approved Category: Sbuctund Components (847) 916b173 (407) 881-1917 Category: Structural Componerrw (314) $51-7480 LLC. Cabgory: Structure[ Compensate (314) 851.7480 LLC. Category: Structural Components (314) 851-7480 LLC. SubCebgay: Trios Prows slewlsCalpwaltw.com SubCabgay: Truss Passes dwertern8.com (205) 59 -OW Subcategory: This; Prows dwerternScom (205) 599-MM SubCawgory: Trove Prows dweR@m9.wm (205) 59D48M Compliance Method: Ewwaf on Report from a Compliance Mehod: Evaluation Report from a Compliance Method: Evolual Report from a Compliance Method: Ewluatln Report from 9 FLa19994b Proauaft Product Evaluation Entity Product Evaluation Entity Product Evausbon Ell* Product Evaluation Emit alga ProdraxModal.NumheraMarren Cael AMlnml ProductDescription Contract Eximnsfice Does Age Use AmorofldLtlL1 In HVHZ out" HVHZ imomt Btu Design Prosecurs FLs219741i am Prodrmft Product Model. Number a Naas Product Dw,;dodm Contract ExphMm Data Aborard for Use Aoao"d for Use 2aLl�i Impact l Dalian P!lMlre FLai197-F1e Prodrrph $M! Frontons Martel. 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Components (253) 924-6470 (608) 839.1344 - SubCabpay: Trio Plwtp dwert@ma.com (205) 590-MM SubCwhol Thus PWes deart@mi.com M)5) 599-g8(11g Su Engineered Lumber Robordsoldwineweyeme 8 ubCaftpory: Ergmesretl Lumber WvvM a � � Opllorrse Me9hod: Evaluation Report from a arr Conhpilonce Matlmd: Ewlwtlon Repott from a Canpllonce Methed: Evaluation /norrh Report a euaer.00m Compliance Method: Ewlcetbn Report from a euaercom F1a21074q Predueft Product Ewlustlon Ends Product Evaluation Entity Product Evaustk n Entity FLa68274M Predatesalas Product Ewluallon Entity for lore Agersyffifor Use barred 2M� F1Y21974M Preduete Quality awed for Use � Impact�s FLle627.R8 Produb Quality g Approved for Use Aoaroved for Use J Aaaoved for Use ApNoyed fa Use lnuma 29" ProduetMofalNanberaMom Product DescriptionAegeoned In gpbideHVHZ Raw Pressure )Celt Product Model. Number or Name ProductDesadotlon Contract Exulridm In HVHZ CarolHVj!Il. ! PC emm ft" Product Model. Number allow Product OmdoWn CafttfodExokwAonpm In HVHZ outsideHVNZ Reshibut Pt eggs Pro&jdModel, Number orthima IQ}2RZ OuwMeHVNZ Pressure 4 MT20 20 ga. true connector piste 01111i12023 Yes Yes WA WA 5 MT20HS 20 ga, high strength trues connector plate 01/011= Yes Yes WA WA. 1 Mbrollom LVL Laminated Veneer Lumber 031312M9 No Yes WA NIA 2. Parallom PSL Parallel Strand Lumber 031312019 No Yes WA WA (D SMnh.Claar4 9atirshS,daam aurnCmeda SMrshSraola Q O Florida Department of Business & Professional Regulation P64P 1 Of 1 Florida Department of Business & Professional Regulation Page l a i Florida Department of Business & Professional Regulation Papa 1 of I Florida Departniont of Business & Professional Regulation Page 1 a 1 Building Codes and Standards 115FA1e Building Codes and Standards v ale Building Codes and Standards +/Mia Building Codes and Standards Wm,a Product Approval Application Datall Product Approval Application Detail Product Approval Application Detall Product Approval Application Detail FLe66274rs ENtIhL9L 20 21L I Ion 20 QLaMn4rs 201 EMfN or 20 20 Dale wndino 20 )yapn4u Sods E1)1� 20 201 DANPeffilm NIS "MaioStoll! 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Muaheralftrse Product Descedom Covered Expiration Dab AomovedigEMM Amroved1mthe In HVHZ Out" HVHZ [mold IiMLLct 2tllm pi m anal: PrpdwAgodat.Nurrbum Name pfgdmpmrlotlm Contract Expiredim Dab Approved In Am[mnd.for HVHZ Use 2uteldo, HVHZ Un" Resistant $Mint Pressure wed! Product Model Numboror Name gnoLamwxm P79duct tonacticalm Contract Exaknelran Doft AnKy In HVHZ 21tsidljAQIZ Man Pressure ally ProdlctMmb).NumberaMama Prodrmt DwdWah contract uxwrgtim I7102 outside, HVHZ Football Prffi.Vrs 3 TUMerShand LSL Laminated Strand Lumber 03/312019 No Yes WA WA 4 TJ Rim Board Sbuduml Composts Lumber or Oriented Strand 03/312019 No Yes WA WA 6 Weyemasuser Rim Board Ofemed Strand Board Rim Board 03131=19 NO Yes WA WA 1 High Strength Concrete Llutais 4, 6, 8, and 12 inch wide tinmis 09/112018 Yes Yes WA WA bond Rim Bow AMML2tlWa search G Mda HarshSr�adl Search Criterle Ol}a, `J. Florida Department of Business & Professional Regulation P.gal oft Florida Department of Business & Professional Regulation Page 1 m2 Florida Department of Business & Professional Regulation Page 2 cf2 Building Codes and Standards vs2ofa Building Codes and Standards 3282ol8 Building Codes and Standards a2e201e Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail U) Quality Assurance Approved for Use Approved for Use Impact Design FILM7744t8 sag # Product Model. Number or Name Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure RON EB�rr 0 21K 21L 086 poodM 21L Code Entity or to Da{g pate wntling D0(,q +8 26 Ge. GuIfPBR Min 26 oGa.ver 15132& Roof Penes over 1x4 Wood 04/122024 Purlins war 15/32&quota tl Yes Yes N/A +N/W -151./ > IYM Ylrslm laNu�ataga � EOdmfl.a.Lirdn! Vessel By YdIdW aallml{tad F94daQmYd AmMssd aL6N ]Ypg Version Manufacturer Contact Ermines) &License Validated By validated submitted FBC Approval Approved Sfazu9. 19 2g. Ge. GuIfPBR 15f32 Min 26 Ge. GuIiPBR over 15/32&quct; Plywood 04l122024 Yes Yes N/A N/A/ Revision 2017 Commerctel Concrete Produets,me. Roth Gab THUY H. HUYNH John May 10/142017 101132017 10/26,2017 12/122017 Approvad Revision 2017 Gulf Coast Supply & Manufacturing, LLC. Eng David Daniel S, Kuhn Locke Bowden P.E. 10/122017 10/102017 10/172017 12/122017 Approved -154.7PSF O Category: Structural Components (813) 659.3707 PE�60122 (352) 588-5311 Category: Roofing (352) 498-0778 PE-75519 (334) 300-1800 20 26 Ge. GVPBR Min 26 Ga. GuIfPBR over lx4 Wood Pudlns over 04/122024 No Yes N/A *N/A/ SubCebpay: Products Introduced a a a Result of New Technology pmcaagator@yahoo.wm Subcategory: Metal Roofing Compliance Method: Evaluation Report from a Info@gulfcoestsuppN.00m 21 26 Ga. GulfRib 15/32&quct; Plywood Min 26 Ga. Gunn, over 1x4 Wood Purlins over 04/122024 No Yes N/A -151.7PSF +N/A/ Compliance NOW: Evaluation Report from a Florida Registered Architect or a Licensed Florida 15/32&quot; Plywood -164,2PSF Florida Registered ArohBed or a Licensed Florida Professional Engineer 22 26 Ga, GulfRib Min 26 Ga. GuffRib over 15/32&quot Plywood 04/122024 No Yes N/A -NIA/ Professional Engineer .- -159.2PSF CIO FLMt651-R3 Products ,. - -. I.. 23 26 Ga. GulfRib Min 26 Ga GulfRib over 15/32&quct, Plywood 04/122024 Yes Yes N/A +NW FLa11774Aa Products Quality Assurance Approved for Use Approved for Use Impact Deslpn 24 26 Ga. GulfRib Mn 26 Ga. GulfRib over tx4 Woad Purlins over 04/12/2024 Yes Yes NIA -1592PSF +N/AI c\' AglL4Ysd.LLIL! Abarwad far Iles ImgMt 1>MI� sap # Product Model. Number or Name Product Description C°mract Explrafirm Date In Outside HVHZ Resistant Pressure15/32&qu°t; Plywood -164.2PSF ails 1 Quality Precast W CommereW Concrete Products Preset and Prestressed Concrete Unteis 0526/2024 In i OUM".rm¢ No Yes ! WA Presence* WA 1 0.032&quct; Aluminum 5V Crimp Min 0.032&quct; 5 V Crimp Aluminum Roof Panel 04/122024 over 15/32&quot; Plywood No Yes N/A -NIA/ -108.5PSF 25 29 Ga. GulfRib Min 29 Ga. GulfRib over tx4 Wood Purlins war 04/122024 15/32&qua; Plywood No Yes NIA -NIA/ -123.5PSF 2 0.032&quct; Aluminum Gut Lok Min 0.032&quota Aluminum Gulf Lok 168quot; Wde 04/122024 Roof Panel over 15/32&quct; Plywood No Yes N/A +N/A/ -116.OPSF 26 29 Ge. GulfRib Min 29 Ga. GurfRlb veer 15132&quct; Plywood 04/122024 No Yes N/A +N/A/ -146.OPSF 3 1&quot 24ga. Gulf Snap 1&quot; Gulf Snap 24 Ga. 17&quct; wide Roof Panel 041l22024 over 15/32&quot; Plywood Yes Yes N/A +N/A/--131.OPS 27 29 Ga. GulfRib Min 29 Ge. GutfRib over tx4 Wood Purlins over 04/122024 7/16&quota O.S.B. No Yes NIA +N/AI -101.OPSF 4 5 1 &quof 24ga. VersaLoc 1 &quot; VersaLoc .032&quot; Aluminum 1&quo, VersaLoc 24ga 16.5&quot; Wide Roof Panel 041122024 over 15/32&quo, Plywood 1&quot, VersaLoc min .032&quot; Aluminum over 04/122024 Yes Yes Yes Yes NIA N/A +N/A/ -138.5P8F +N/A/ 28 29 Ga. GUIOTib Min 29 Ga. GuitRib over 7/16&quo, O.S.B. 04/122024 No Yes N/A +N/A/ -116.OPSF O 6 1.5&quct; 24ga. Gull Snap 15/32&quota Plywood quota Gulf Snap 24ga. 16&quota Wide Roof 041122024 Yes Yes N/A -101.OPSF +NIA/ Panel over 15/32&quota Plywood -116.OPSF search Criteria 7 1.5&quot, 24ga, VersaLoc 1,5&quct: VersaLoc min 24ga. 16&quot; Wide Roof 04/122024 Yes Yea NIA +N/A/ 8 2&qua; 24ga. MegaLoc Panel over 15/52&quct; Plywood Min 24 Ga. 28quot; MegaLoc 18&quct; wide Roof 04122024 No Yes NIA -123.5PSF +N/A/ Code Version: Application Type: 2017 ALL FL M. 11651 Product Manufacturer: ALL /s W Panel over 15/32&quct; Plywood -108.5PSF Category: ALL subcategory: ALL �/•� 9 24 Ga, Gulf Lok Min 24 Ga. Gulf Lok 16&quct; Wide over 15132&quot; 04/122024 No Yes NIA +N/A/-96.7PSF Application Status: ALL Compliance Method: ALL y i Gulf Ply in 24 Min 24 Ge. Gulf Seam i6&quoL Wide Roof Penal 04/122024 No Yes N/A +N/A/-93.5PSF Quality Assurance Entity Contract Expired: ALL ssrancen: Produced Number or ALL CIO 10 24 Ge. Seem Quadrat ALL Approvedfeduseinber for u HVHZ: ALL 11 24 Ga. Gulf Seam veer lx4 Wood Purlins over 15/328quol; Plywood in 24 Ga. Gulf Seem, 1 3!4&gilot; Snap Lock, 04/122024 No Yes NIA +N/A/ Approwd for use outside NVHZ: ALL Impact Resistant: ALL a a ■ 16&quode Roof Panel over 15n2&quot Plywood , Vi -108.5PSF Design Preswre: Data To; ALL ALL Data From: ALL 12 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp Roof Panel over 15/32&quoF 014/122024 Yes Yes N/A -NW Plywood _ SF 13 26 Ga. 5V Crimp Mn26 Ga. 5V Crimp over 75I32&quota Plywood 04/122024 No Yes N/A +N/NIA/-1A/-131.PSF W 14 26 Ga, 5V Crimp Min 26 Ga. 5V Crimp Roof Panel war 1x4 Woad 04/122024 No Yes N/A +NIA/ Purlins over 15/32&quo, Plywood -156.5PSF 15 26 Ga. Gulf Lok Min 26 Ga. Gulf Lok 16&quot; Wide Roof Panel over 04/122024 Yes Yes NIA +N/A/ 152Plywood Q 16 26 Ga. Gulf Lok Minn 266 Ga. Ga, Gulf Lok 16&quot, Wide Roof Panel over 04/122024 No Yes N/A +161.OPSF N/A/-63.5PSF � Z 15/32&quot; Plywood 17 26 Ga. GuIFPBR Min 26 Ga. Gulf PBR Roof Panel over 15/32&quct; 04/122024 No Yes NIA +N/A/ Plywood -154.7PSF Z Q J 0_ SHEET NO. PA 1.3-- Y