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HomeMy WebLinkAbout39748 Harmon Grove CtINDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 ROOF FRAMING PLAN 8 LINTEL DETAILS SN STRUCTURAL NOTES ABBREVIATIONS SN1 DETAILS S3M MONO DETAILS 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 S4 DETAILS AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Rad. Radius S5 DETAILS ADJ orADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill r AFF or A. F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed SS RETROFIT DETAILS AHU or A.H.U. Air Handler Unit FIR DR French Door RECEPT Receptacle D1 SECTIONS &DETAILS ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing WP WATERPROOFING DETAILS F BF Bifold Door FTG or Fig. Footing READ or Req'd. Required PA1.0 PRODUCT APPROVAL NUMBERS BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BILK orBLK. Block GALVorGaly. Galvanized RNDorRnd. Round PA1.1 PRODUCT APPROVAL NUMBERS 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 PA1.2 PRODUCT APPROVAL NUMBERS BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector PA1.3 PRODUCT APPROVAL NUMBERS BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board 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 SO FT or SF or S.F. Square Foot (feet) or � COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sqq . Square COL or Col. Column INT or Int. Interior STO Storage COMP or Comm. Community KS or K. or KlWall Kneewall SW or S.W. Shear Wall a� 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 CCont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CTT or 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 Masonry00 ❑ ❑ ❑ ❑ ❑ ❑ ❑ o DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate o DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder a 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 ' of DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical R= 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 Q DMF Decorative Masonry Finish ML or M.L. Microlam UNO or U.N.O. Unless Noted Otherwise M DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW 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 or VTE Vent through Roof / Exterior = EA or Ea. Each OPT or Opt. Optional W or w Washer L ELEC or Elec. Electrical PC Pull Chain W/ or w/ With o ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor J EQ Equal PH Phone WC or WIC 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 WDWHDRorWDW. HDR. Window Header N EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater fi > 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 Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass Shower Pan PSF Pounds per square foot WP Water Proof(in) MEAN ROOF 15 FT. HIGH TYPICAL 9 ( ) P 9 i FIN Finished PT or P.T. Pressure Treated WS Water Softener FOR SINGLE STORY HOMES FIN FLR or FF or Fin. Fir. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) MEAN ROOF 30 FT. HIGH TYPICAL PLAN REVISIONS FOR 2 STORY HOMES }` DATE VERSION DESCRIPTION o THIS DRAWING AND DESIGN IS VALID 08-20-15 1.0 NEW BASE PLAN FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID 12-8-15 2.0 FRAME -WALK REVISIONS CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. 12-28-17 3.0 2017 FBC UPDATES SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. r.� 0 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. Notice to Builder & All Subcontractors v It is the intent of Designer/Engineer listed in the titleblock of these o documents that these documents be accurate, providing Licensed 08-27-19 4.1 ENG. REVIEW FOR 150—C MPH 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 09-20-19 4.2 ADD 8'-8" ELEV. FOR TR EVE STA the commencement any work. The DesignerEngineeraro not a responsible for any plan n errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to o construction. All construction MUST be in accordance to the e o information found in these documents. Any questions regarding 3 the information found in these plans should be directed to our 0 Office at (407) 880-2333 immediately. No backcharges will be 14considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. CN \ , �^,� � W` tit+IE t'rH PREVAILING�� Payments will be made in accordance to the terms of the ALL WORK SHALL~ � � c' DES FLORID A 13',1� agreement. o NATIONAi- Control of Construction Site: -i-t THE. %,e o ANC The Designer/Architect and engineer of record (EOR) have no 9RM4ANCES control over the construction site and shall not be responsible in o any manner for control of the construction site including, but not Nlimited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for { the indoor air quality, or the effects thereof, for any reason ULUwhatsoever. The Designer/Architect and FOR has no duty to RE, NT protect, without limitation, the residence, construction site, t `:+(.;°�w x materials, or equipment, from moisture, mold, fungus, fire, theft, ���� 1 91 vandalism, trespass, or any other peril or condition, at any time, P�a ✓ expressly including, but not limited to, the period of time before construction, during the construction of the project, or after m construction and the Designer/Architect and FOR has no duty to D take any action or preventive measures to protect such property o against any such peril at any time for any reason. s N I� I P 1 1_; F ,, _a.lr'IA,w:,ui 11,mardlm.Mlun Lifi:.,H,. 1 AJ I I I ll 11 _F--T-----T­-1 II Ii i fX����R �a<:q�143�t1f K �o1 e rn: 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 o � , E3 00 N 00 N 3t 9 0 U) r * - LL �nrn0) _ Lu �r, a LL a m LL i� a air zo me pQY F— o m O �. CV m (2 W m rn ¢ a 0 Z rLL 00 o M Z O M Z N U J Q U ❑0❑ W 04 Q Z N M O Z N z o � J 0. � E3 U) N N M z ty 0 0 C6 w Q) t/1 to O � r cn U r- J pE 0 3 t mI JW U o co s o cc' J w co z Z Z _J LL E o o0 2 <� i? o E U � Z® oa ro O E CC'JD R 80 a'- i � a Z L wo 6 C < U U� Z Z m Q W z to U o�� LL a �Z 0 aW O t9 �r a x V ZOR ° : �N a = >� m W \ / 1= m 0 U 00 � r C > O C) U 1..� E o d. rco o N r 00 L0 Ltd 00 0 ai m r C17 0 Z Z E O ri a ;_ 0 U a a? Q cc c JOB NO: 20-6226 SCALE : AS NOTED SHEET NO. C S '91 0 21'-5" A S3 (D 35-SH 1 4- \\\ I aLU CL \\ OZ CO oZ U)J \ r(Wj bN rU \ \ 30'-0" N in N \\ CAFE \\\ FAMILY ROOM VAU \ VAULT. CLG. CARPET \\IMV CARPET PATIO\ T OI— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — E o I I "' I 2:12� 0PE I I I I I � I 0_19'-0" 3'-8" 2'-8" 1, 4'-3" 1. 6-10" 3'-7" I G DR ER VENT S3 TH RU ROOF I11111111111117-1 H 1 �- 1N I 2x4 #2 S LISP STUDS W/USP G = HTT4@ BASE S3 O v N OWNER'S SUITE 8'-0" FLAT CLG. I CARPET v TYP @ 1 STORY I rn = w D N w 12' IIII■' CARPETr 1 � / 1 00 Co i (F- ti rL—�[[== ----- --�J `" j O w-- I —�-- D.W. I o T ! I 31 24 1 O 18 •3 d 1 ry-vv r -II-2,5, n r i� _r 114C =w U �w I A ❑ T LG. 30 30 9 �- 9 5-SH --- 00 ----:- R&S X 60" 36" ' SHOWER ............... rN 8'-34(V" M m O 3'-84„ FIBERGLASS =N SURROUND 4068 B.F. M. C. H.B, ILE FIBERGLASS SURROUND I ib O i3068 I I ENTRY 8'-0" FLAT CLG. I I HANSON BOX @ 36" A.F.F. EDGE OF SLAB 2" BEYOND WALL ES3K 2-CAR GAR GE 8'-0" FLAT CLG. 17I m 0 I 43) HALE 9'-4" FLAT CLG. ,,, CARPET "Vgmll I W �A IN P.w • BEDROOM 1 _ CARPET IIIIIIIIIIICIIIIIIIIIIIIIIIIIICIIIIIIIIC)l'[�1111111111[71 2668 I o0 8'-0" N 4'-1" 1'-T' c 1 h'-10" 'BEDROOM 8'-0" FLAT CLG. CARPET EGRESS I 25-SH O T-0" 15' F EDROO 4 8'-0" FLAT CL CARPET { vt I I I I II O I I I I I I I I I I I I I I I I I I I I I I I I I I I I I A co w o0 wCD CD O f r` HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) -1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2600 PSI 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 18jX25j S.H. 13 20X38j 184X374 S.H. 14 20 X 501 18 4 X 50 S.H. 15 20X63 18jX624 S.H. 16 20X72 18jX71j S.H. 1 H2 27 1/4 X 26 26 X 25 4 S.H. 1 H3 27 1/4 X 38 j 26 x 37 1 S.H. 11-14 274X50i 26x50 S.H. 11-15 274X63 26X621/2 S.H. 1H6 27}X72 26X711/2 S.H. 22 371X26 364X251/2 S.H. 23 37 j X 38 j 36 4 X 37 3/4 S.H. 24 37 J X 50 i 36 j X 50 S.H. 25 37JX63 364X621/2 S.H. 26 374X72 364X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 } WIDE S.H. 32 54 X 26 52 j X 25 j S.H. 33 54 X 381 52 4 X 37 i S.H. 34 54 X 50 j 52 J X 50 S.H. 35 54 X 63 52 J X 62 4 S.H. 36 54 X 72 52 j X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" OA +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 OD +28.3 / -36.4 -28.0 OF +26.6 / -32.2 GG SEE SN SHEET OH 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 MASONRY HGT. @ 8'-0" A.F.F. TYP. 2x FRAME WALL INTERIOR BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR LIVING AREA 1817 LIVING TOTAL 1817 GARAGE 427 FRONT ENTRY 32 TOTAL AREA 2276 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED FLOOR PLAN - ELEV—Al CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED SCALE: %4"=1 r-O,r (GARAGE / LIVING) 'N � o0 l6 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. Q 00 8 N - W O N ik M J N C N u- 0 nrn J W -o r- LL JLL a 1 ti J - — Z O Z ioc0 OWt- (a O Xm L 0 on� 4 moo W (1) J o a Z 0 N Z 2' O L coQ V N Cl) z N MQ O z U) V ! O W o O N c w W gZD u.. U W J � Z�r U o N • sm MIMI r_ CD co w M M y 0 Z ED z Q O E V z© I— _ O XU 00 DO o O 04 W Fro- a r �a wo Qp Q wz c� � ro U) C = Y 10 m i O LL � m 4 W �z 4n aa° o� do Q 3 LL �w U aLL2� O v w z< YO a ° 3 0 CV = > d' L Co Co > 1= U 00 � T _ Q 0 O ^C'' m � �.. E o r- '� co No O 00 LC') Ltd r � rn i- 00 E w c M o Z m Z E 0 E N co c f° ti E o U J a is Q c aci J JOB NO: 20-6226 SCALE : AS NOTED SHEET NO. 1 0 M DW I g=41 LLL- Lj KITCHEN ISLAND 0 M LL i HOOD VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES /7// W Q MEDICINE o CABINET 00 d- WQ WQ O > I N > "'MI `''M ILI ILI I7A1.-J KITCHEN 24" TOWEL BAR ON WALL ABOVE TOILET I TOILET PAPER HOLDER 0 CV FIN. FLR. 0 M 0 CV 0 N� OPT. REF. KITCHEN O 00 MIRROR 0 n 0 M NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS OWNER'S BATH SHWR. SHWR. DOUBLE CURTAIN HEAD RODS ROD Z SINGLE TOWEL BAR IN a ROD TUB OR SHWR. w - TOWEL BAR a ON BATHROOM WALL SHWR. o VALVES _ W - 00 = O r C° SOAP - �o coC° 0 U 00 o DISH LO t C) LO O r r t co M O TUB BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY BATH 2 INTERIOR ELEVATIONS 42" H UPPER CABINETS ----� 36" H UPPER CABINETS — 30" H UPPER 16" FOR LINEN CABINETS — 12" FOR PANTRY OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT BRACKET © 36" H BASE O FINISHED CABINETS - o COUNTER TOP 30" H BASE q CABINETS - 00 U— TIN t/LrLr/ LO LL 1'-2" � {O 0 2x >. LO 00 FRAMING 4N - '-' M CO O C 1 /2" GYP N cY �? BOARD r FIN. FLR. 2x P.T. SOLE PLATE SHELVING ISLAND COUNTER SCALE: 1 /2"=1'-0" 0 00 O 00 r 0 CV N FIN. FLR. CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1/2"=1'-0" 1 r i it r-, \A! 1. �.5,, `✓ . fig r— •'" -,\S E .r, \ ro C"V a '�OFESS1� fib \'a f ellr�°��'ltil3Eli��°'�'��� 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. E m n V N N 0 NLL W M MLIJ dj NU_ LL W fn a a = e% � -r .o c- Z O f_ r ;� N 7 W 0)LO O a g O Co z M co N Q OU U Eirl❑ Z N M O � Z z O Q � QQN V J d N 13 M W C)m U o N w w U o_� w S Ul) M LU J E a m! r� U) Q N m ® Q 4m o w M M ¢ a W gL 0 0 E Z O w0 g > o Zs Z® U M <= o� -73Fa SS U 00 o @ (V ¢z o <a wZ ¢ L ro m0 0 -' �m <� <w �z 2 a � o< go a 0w U wLL ¢o �= oLL r3 oa v za 03 �N 0 = : L m U 00 T U o O 0 O m t\ E N t co O .� N r � T co um) LOr E 00 M o co co c � r � z z E O ar Lo co a U Q p °i JOB NO: 20-6226 SCALE : AS NOTED SHEET NO. 2 f` n 12 5� 104 - - �- i�-- FRONT ELEVATION — Al 16-0" RIDGE VENT SCALE: 1 /4"=V-0" 3'-0 RIDGE VENT 12 �5 LEFT ELEVATION — Al General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH* ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the 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. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. d '' •,� Cc 2 FCC P 0%/'� 1?0FEg4IQ�q.'`�, 1.rFFFit1lii!! 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. W S vy O $ O r2 m N N # N J J LL r` rA� N CN'7 M 532 LL J a LL W ° mLLii 3 J-a— a m ZO Z m c v C,c N 0= m 0 0 y v�g4j6 m J ..� W o N M o a �o� O Z Q OU U J ❑❑❑ W V M � z N tho O O z � z o E3 M z � �N � o 4-1 w o =° O,_,-, to o ws allE w � 4 N m 0 ®Q N m �m o w Mw M ¢ o Z Z¢ J LL Q E Ov zo Wo z � >a zN oa f— '.6 Mo. x d F o o 0 Q 0r ZN t ¢ o Q a d L (a Vi 1. Y I ro� O of Zm 1 QWCO j 0 ¢ Z a O U 0 <o a S — �z _ � z¢ r0 a OU3 °N >cc cr_ cc 0 00 '— 0 m O O 0<.. 0 0Q0 W m C i� E N Lid 00 E m c T M iri o Z Z O w c`o ri E U a 4? Q r_ c � JOB NO: 20-6226 SCALE : AS NOTED SHEET NO. 3.1 12 5� 12 4'-0" RIDGE VENT 12 5� 12 �5 REAR ELEVATION - Al 16-0" RIDGE VENT HEEL h12 N T.O. M. 5 HDR HGT. — ,�f — ----------------------- —--------- ---------------------- I -� TEXTURED o CEMENTICIOUS r _ co 00 FINISH ON C.M.U. co (TYP. ) 35 SH F.FL. SCALE: 1 /4"=V-0" 12 �5 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 01 2'-0" 01 TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) RIGHT ELEVATION - Al General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. R S E ° N ++• �, F �J�A°,id�yoR O F E S S\ O' Gov 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. F ®p ^5 C)8 O . 00 N c0 00 N# J 0 i ® N NC 5 u, CP N LL J* W f<i •i rn F � M M m LL ii -ct LL J a 0 ' N LU a a W OI— wC6 o� OZ mZ� O W o�0 Co <2 Z r � NZ co a o U 00 N J Q o� ❑❑❑ W CD M \r z N M N 0 N z o � Q d; J n I ^ U/ , M V O 1 T' V@ Vi W a 0 W t/1 y � U W J 1-- _ — l0 p L U r I z� 0 O c U' d Q 0 ® 0 N �� o M w Z M w 0 LJL O E U z O 00 > N <R ?O f� Q� X o U O U 0. O N It h do ¢o <o O O aZ r� (� _ o Y U m� O O Z F Q W :EZ OEM0. to 3 a 3 <� 02 2§ �o Q0 U a0 �k O zl¢ a OU i .s CV = >� L m 00 U � r Q C > 2'^ O o �i/ ~ m c � E T CD 00 � rn Li') 00 a' r a E , c r M o z m Z � E E �; a FLU J < J JOB NO: 20-6226 SCALE : AS NOTED SHEET NO. 3.2 n I-T�. ► i E rn 3 c a 00 0 O CD N to I 0 N a rn c v v 0 J cp N cp I O c v0 -o i c 49 Q N N d E y E 0 x v c J Cn LZ In U v c 0 U 'o d c 0 v pU J av LZ 0 0 w 0 0 a O O rn w 45 Y m v cn 2" 1" N iv 2" N oo 1" VARIES *NOTE: FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES BUILT W/ STUCCO. EDGE OF OPENING I�''I 2" >� 1'-10" r^ N _ 12" CAP 1" RADIUS 3 1/2" RADIUS 1/2" RADIUS „ a 1'-54" 3/4 RADIUS 1/2" RADIUS 1" 4" VARIES VARIES C'' rM CAP N m 0 M iv 22" 12" 1 1/2" RADIUS VARIES VARIES -IN r 1„ 1'-4" 1„ 1„ 1.4. 4" 3a' a MIV' � Ala r'Tv 1„ 1„ 3„ .4" .p-2 N Op N 3" T q" 4" MIV c+Y-ITV VARIES 1„ 2 - 12 1„ 2 SIN M 32 11" 32' 1" 1" 1 -8" 1" 2 1/2" RADIUS BASE LO :- N BASE 4 / • *NOTE: VARIES 8" 2" 3„ � FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE BUILT W/ STUCCO. OPENING VARIES 2" 2" EDGE OF OPENING 2" —� �N 1" 1'-4" k.1 1" �Q r 2a . 1-1/2" THICK 1-1/2" THICK 4 N 4" 10" SIN C7 �4" N •-M 10" 6" O1 iv ^15 3„ a z N 2„ 4„ 3„ 6" 2" 11 2" iv U) in M 1-1/2" THICK ' 32 24„ r rM 2'-4" 4' �� 52, 1 -5„ 52„ _ 00 IN 1, 4., 3„ I I N 2r io TM 51„ 4 3„ a 1" 1" 12 , 0 -' I`� VARIES VARIES 2 w D'J VARIES VARIES 4" 8 r--------- N N pp `° i Rs.. `° 1 3 2 3. �� �^ 2' 44° Me �11 • OPTIONAL KEYSTONE F11 b :7 4" GARAGE DR. OPENING 4" KEYSTONE F11 00 OPTIONAL s„ 3" 3 a 4" WINDOW OPENING 4" T. NOTE: • INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 6" 4" R44r„ • VARIES NOTE: •FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED -63" 1 �„ a 4 a 6 , 2 54" 2'-1„ 1'-1 54,E 1'-4„ f2" 00N�19 1 " 3'-8" 4" 3'-0" 10„ 1,_4�, 4" 10" = 0 co N 7 '� N N o ZV o? o � M M r • Ll 1" '70, z CV� O GENERAL NOTES: M im • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH co 0 N LO O rn 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. 1I, 4 I�♦♦ V E N O N to N p o7 N J - LL C N -6 J W (Ii fn r LL J p, LL m�L J-a� W aa LU � � Z O Z f6 G O H y+;o �'@Ntp 0 m m O m W Wz Cf) J 0 °¢ IL c0 N 0 M Z K D < OLo Z N U ❑❑❑ z N M o z WCO � o Cc 7t�_ a n n Z CA O O N w o c ta�6 d c LL E I r = w d o ®0 o � J w M M a� Z L.1_ o 'z QQ 20 C,L 00 U0 9U Q O X U 0o ,O U �¢ O (V QZ 0 ¢o Wz rp M U) C o< U m0 O Z J 0 Q W iz a 3 SW° rj <o o� =� �3 CD¢ CD rt z¢ }� a 03 0 2CV = nL � � N W \ (9 1= U 00 CL W 1 ~ E o d" co CN ,T� N T—' Lo — m 00 °' M o E c T_ ri Z Z C E Q E `� m C d U J Q J JOB NO: 20-6226 SCALE : AS NOTED SHEET NO. F1 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 44" 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. 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 2014 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 FqF DUPLEX OUTLET ABOVE COUNTER wP WEATHERPROOF DUPLEX OUTLET � GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET FW SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET j WALL SWITCH $3 THREE-WAY SWITCH iP4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE +PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE Q EXHAUST FAN O EXHAUST FAN/LIGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) �D PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CO CARBON MONOXIDE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) e USB TELEPHONE/USB (OPTIONAL) T TELEVISION (OPTIONAL) Tq 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER a ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN G J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR T J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT POWER CO. FEED INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94—/ 200A INDOOR PANEL CENTER CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. Dpper to lights & outlets apper to 20 amp ckts copper to wH copper to Dryer i Alu Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. VERIFY METER LOCATION WITH BUILDER ELECTRICAL PLAN - ELEV-Al SCALE: %4"=1'-0" 0 N 0 N LO 0 rn 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N a v E � v gW N p ap N it 0 0 w U) N y5 N% = m U) 1_ �.O J W LL J p- LL a aj ( 'M (aLLii —ram`— W LU a a K It `�$ Z O Z m c Of 1— CV cO O I rn m m 0 16LW ap N O N Mz o of In `� .. W cof°to ��❑ _ " M z Cl) M o g o z � Co N z iz <r t/') N M z 0 o Qj 0 )(13 a--+ w U D' 0 t-„ g ws N fy NC/3 A r..L U 111 J _ E — �.•.... u = C N 1 v 0 ®0 N O �� o C.0 J w C M z p i Z Z 4 � za a w� oa F— CL O< o DU 0< Zx� o E o az GO Q aZ J L O Y m 0 o Z a� Cl) a ° �z 7 7 0 Z O aU a Z LU U 0 o oz s3 1 >° g Z< o~ ON .s = a > ca W \ ca 0 / U 00 � r ' Q � ;` ' O O [L L C7 O m c � E N T @ O 0') N_ T l% M Lo m >00 M o z E Q E w? co Il U a Q 0 c JOB NO: 20-6226 SCALE : AS NOTED SHEET NO, 4 ATTIC VENTILATION CALCULATIONS ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 11150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQIN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided . Ventilation Ventilation (See Elev ) required needed required soffit by upper needed ventilators Main 19.000000 2.000000 Floor 2276 2185 312 1092 78 546 561.0 285.0 276.0 (Zone 1) —NOTE" GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN - ELEV-Al SCALE: 14"= V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. "CALCULATIONS BASED ON THE 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. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. t s ? ► �°/5� 0l��`fs ;= i w 74 t�f fsti f l t j l5tet\\\\ 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. W W 8 N N J 0 N— ti C W - �0q > u7 � f41�/ l.Ll .(I ir7 ti _0 L.L J 4. C,oLL � Wj' rn LA_ tLJ Z a �° � 0Zv 0= mm Off W 0 Q�� a W o < Z Lo 1)Q IL F N O a W N th O � Z o d J a E3 Cry l^ii' o W 00)4—, LL Lu V O L U o Ln LnL- V w. Ca Lu j (�.., t II c o < /® Q m \� r—o J w M cm ¢ o z Z LJ_ E oo zo ¢N Q ECU �� zp ❑a OU ¢ ¢ 7 OU O < CD�z N M o o Q wz ¢� L r (6 C/i a . 0 O Z r Q: Z m ¢ W U) N ¢' o� zz gO an C)- U o¢ K �0 az w w o1 �w 3 =r O w�g 01 2 ¢ O0H U �N 0 = W >� > co 0 d) M r( v 00 N T > V/ E N r U 0 N T' T oo n O) r 00 0) T CM o E E CU Z c E Z C:E a-U Q 0 1 JOB NO: 20-6226 SCALE : AS NOTED SHEET NO. 5 T-1$' 5'-28" 4- 6-0" 5'-0" TYP L S3 2'-6" x 2'-6" x 1'-O" W/ (3) #5'S E.W. ■.................. ......... •.............. ......... ..■... ........................... ..•.................■ N O r INDICATES FILLED CELL w! 3000 PROVIDE %2' x 9" N o f PSI CONC. GROUT FROM FT. TO I RECESS FOR FRT. DOOR 31/2" SLOPE 9 STEPS AS BEAM W/ (1) #5 REBAR VERT in TOP OF CONC./ PAVER TO BE 4" I REQUIRED I ABOVE SLAB TYP @ ALL 0'-0" 1 PLACES SHOWN HOOKED FTG. io BELOW FIN. FLR. 2'-0" 4'-0" 2'-0" 6'-0" V-10" 5'-2" r\ PER FIELD CONDITIONS I DOWELS 5" EMBED W/ 25" EXT. CJ ABOVE SLAB "GRADE 40 STEEL" CJ CJ I PROVIDE 1 Y" RECESS 1 I HVAC CHASE I AHU o TYP L S3 FOR SGD. REFER TOBASED I MASON'S SLOPE FOR M� I WIDTH60 ON LOCATIONi "' 'n I �. (2) #5 REBAR �3 1/2" I 32'-843' 4'-88" VERTICALS w! in FILLED CELL L I I 37'-52" 21' 24" 5'-4" T-8" T-8" 2'-1" -31/2" 1 SLOPE 4'-0" : I G ; ; OPT. D I: S3 CJ 1 r— — — — — — -� CJ--------­—ACJ I .I............ I— _ _—_—_—_—_—_—_——_—_--.. T-I [7 - y I• CJ I t-4— zo I + EDGE OF SLAB 2" ° o (N /F l I CHASE TO ............. II I I ISLAND ■ KITCHEN ISLAND-L-� 2'-6"x2'-6"x1'-0" LOW WALLS I I as I BEYOND WALL a ! II J I S3 �1 :: I fN .1 I•: i o r _D.W W/3-#5E.W. CJ �.��-------- b G SINK w/ D181 1 l K io I S3 2'-6" N al{ S3 I l o 0 i • 23'-11" 2'-10" a I• • " all (2) #5 REBAR c� I CJ CJ CJ VERTICALS w/ in FILLED CELL a i F N I; ---.------ —------ :: I _ 11 0 -0 L —� 0 Y ............ •I I o Cl) /// { � oo 13'-54„ T-2„ ) a • ■ • , , ici CJ CJ j CJ .. CJ I :: 3-1/2" MIN 2500 PSI CONC 0'-0" I SLAB OVER 6 MIL VISQUEEN VAPOR BARRIER PSI CONC. SLAB FOR 1 : (3000 i L------ —_ -- ---- --- — HERNANDO COUNTY ONLY) I ; — ------------------ ■ . . .: • .. .. • • .: (.�. .: • • .: - ..:. . .. . . . . • • r .:.. ■. • • • . :. . . . . • . • . . :. . . . • . . . . . . . . . .: . . . . . . . . . . . . . . ■ H.B�II T-O" L 7' 5'-2" 6-0" I. 3'-0" 5'-10" FOUNDATION PLAN MONO - ELEV-Al NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN '—� t l l I z J CONTROL JOINT DETAIL SCALE: 3/4" = V-0" #5 CONTINUOUS REINF. SEE FND. FOR QUANTITY •;r #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 . �: ,. r•r•. r•r f, •rr,. r••�: ,. ••r�: bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" DYP !. AViv "•c SEcj L b OSSt0 \\ To the best of the Engineers knowledge, informafion 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. 0 Is g W c0 h 0 � �� N V 0 J LL CN � 3 � - J - W -_aLL r J d LL M M Lu �i WLu a z .x = a' 0 O oXZ� z°o C .0O m W 0 °� o a a IL cc d K p N N M Z J Ci �0 ❑El❑ _ W Z N M o g z zo a U) N M N z 0 a IL /i4-1 C� ® N ••,,�yy�� •'�` • V O� W p min U L!J J ~- — E — 0 8 I z ® 0 c U) o M w z M o S � U_ E o� _o Q o =® CIL R� d 0° 0 CD L , ire wz ff)x - ¢ O U o m 0 10 °, Z C, aw Q W zz N N o< a0 U <o o aW wF =� 0 �o o �F cN 0 = > d- L cc > cc v 00 N r _ Q o O Co o E o �• r coo O .� N T oo in I.n ,-I�� 00 �,- M E c o z E O d E U _j Q 0 JOB NO: 20-6226 SCALE : AS NOTED SHEET NO. 6 UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 - 1 Od x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 112" D H3 1 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 112" G H10A 1040 1015 18 - 1 Od x 1 1/2" RT16A 1020 1160 9 - 1 Od x 1 1/2% 8-1 Od H HTT4 3610 3105 5/8" ANCH. /(18) 10dxl-112 HTT4 4215 5/8" ANC H.1(18) 10d xi-1/2 J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d A-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L HD5B * 4505 3785 5/8" ANCH. 314" STUD BOLTS TDX6 5350 -- 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 10140 4 - 7/8" DIA. BOLTS N LUS26 1165/1060 ** 1005/915 ** 8 - 1 Od x 3" JUS26 1000/1080** --- 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 1 990 860 14 - 1Od x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 1 990 860 14 -10d x 1 1/2" MTW20 1195 1005 14-1 Od x 1-1/2" U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET' EPDXY MUGT15 4175 22 -1 Od x (1) 5/8" ATR w/ 17 EMBED w/ USP CIA-7000C EPDXY _ V LGT2 2030 1750 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1550 1550 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 1 10 - 10d SPT22 735 8- 10d SP2 1010 605 1 12 - 10d SPT24 1090 12 - 10d HCP2 590 555 1 12-1 Od x 1 1/2" HHCP2 680 570 20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 10.17-19 LOADS -- ROOF = L / 360 FLOOR = L 1480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (-). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0,128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1 (2) - 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER SEE SHEET D-1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV-Al SCALE: %4"=1'-0" =r,0ILL e d X�✓ _ r... ,3 F(ES�1 .1 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 W � Q co co U N N - C1 4 O m Z ib LL pp' �p0 di aaj (n N N -w0 M M u- J tl W !A m a a it U_iL 0Z O z �_ m —Fa e CU W a H M m O 1 L A Q 7 M r- m m W o N M C p to O Q U J .- W (D z N Q c, 0 0 (D � Q N N M z c� w O tU0t^ v I LU o N U) w. U W J U ) c `� Y Q � ° ® Q o w Z CAM Mz w o 65 G LL E d O E zo o� Zo �e o0 u <= CL X O � O OU O E N t -,01 z wo ¢o a Z �w Uj C C U mo 0, Z ,- z _ w2 QW �z Z o� 0 gU man yy Q 7 01 a W W U <� aLL aF =3 o o �o a �U �i zl¢ �N 0 = N co co 1✓ '— o 0 00 O n� w, O �+ E T N = C:) CV r � 00 Ln T � n rn T E TO M 0 Z N Z E w � cc a E U v 6 q p c JOB NO: 20-6226 SCALE : AS NOTED SHEET NO. 7 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 1_1360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7132" 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 <1 .0 Safe vertical load Safe horizontal load GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 81`441B/1T8F401B/1T 8RF400B/1T 8F321B/1T FORM & GROUT SOLID ' J �U O #5 BAR CONT. 8F12-1 B/1T O "V" LINTEL DETAIL SCALE = N.T.S. IN F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY J lU H J 8 F 16— B/ 1 T a ib � Z � NOMINAL, L QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL— ° HEIGHT MATERIALS cif precasiTntels = 3500 psi. 2. f'c prestressed lintels = 6000 psi. 3. grouted per ASTM C476 f'g = 3000 psi wl 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7132 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. MIN. MIN. 1) RAT TO P (1) REQ'D CLEAR ALTERNATE POWERS STEEL LINTEL ° O #5 REBAR AT TOP 4 D ° GROUT MIN. (1)REQ'D 1-1/2"CLEAR d ° r J ] a 0 ° 5 REBAR AT = N to j 4 BOTTOM OF 1— cn Zw w LL1 0 U LINTEL CAVITY to n \ L OTTOM 0¢ d 0 1- REINFORCING PROVIDED IN LINTEL Q (7 CO < LL Z o U n ¢ C7 to D D �, #5 REBAR AT BOTTC b/8"ACTUAL )MINAL WIDTH (VARIES) c~n rn X a <1 �lo 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 cementitiuos coating. See contractor specifications O 5'-10" LL O O 4'-6" LL 4'-6" LL O 6-6" LL (�) MIN. 17'-4" LL O 5'-10" LL LINTEL PLAN - ELEV-Al SCALE: %4"=V-0" .,i tuitii IQ?��1,AdP�!! t e V ,r�� ��1 h _\t Y 1 � 1 cat ttt 0` E S 0 v N� b To the best of the Engineer's knowledge, information and belief, the structural plans and specfications contained within these drawings comply with the 2017 Flodda 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. WE Q v co 8 U N N* o (1) aj rn a LL a �: vi ajMM W N LU cuLLu a a X ci Jam �ZO Z O X 1— W 0cu m m 2hO� Q a rn °' a a oD 0 LO N CN M Z Z U 0 J ° (a' DD❑ W CD z N M 0 00 N Z o J U) N — M U o w Jm O Lor) vi w g C NOS r'n U w J f— — E L U u) ¢ 0 o M JZ w 0D o 3 za 11 d E U zo zo o d E co 2O Zd 0 0. O X U O¢ U O U o< �z N wz o �� i UJ - - C o U N o o ' z F Z J v Q W �z � Qm o2 z go INE Q 2� a �nw ONEU ¢o ¢O dz x F_ =� O w =ol a _ aF °N > �j- rr, ^L, m ` W 0 �— O o 00 V^ C ' O CL U 'rO( V W C0 a) C 70 E T co O .� CV T T � 00 M E c � T iri Z Z E E m m C m OL U � o Q p rZ _J JOB NO: 20-6226 SCALE : AS NOTED SHEET NO. 8 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE, SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYP E OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE 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)/2 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 RAID) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1. 3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION, 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14. 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 FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2. 1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1. 5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2. 1. 7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS: 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2. 3. 3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS, 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ed. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3. 2. 1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR 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 GROUT FILLED MASONRY: 1 4. 1. 7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: E WIMI CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4. 2. 5, METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4, THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. 4. 3. 5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16 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 'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4. 5. 8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 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 3116", 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 V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, be made metal or forms. Permanent forms must be etc., shall with permanent plastic 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 exterior 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 "The building has state: 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 T-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. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 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 %". 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. "f C . r a �,ffry;II!9 10` NXI To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seat is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W Fp ®® V U O O Co N N J 4 0 N N r N .3 O) LL V► N u> � J W W O- LL H a;MM -a 0- x 0ofo 5;; W og^rn ¢�¢ W Z LL Z � - 0 N ch Z a of U a J W M .- z N M O z o z o J l� M z c �-1 _ o 4-1 0 N w � V 0 N �V) o Cn Q) w - E L N U 0 c, 0 0 o ®0 N I� o w M Z o Z < U Q E E zo 0 >a < ze C X U < 0 U o� N ra It <o ww �W rq a o z 0 < `u o J zzo El)o< aI a Sam 2 LL �z Im �0 ~ ;z =� o C:)f wa �o _�< ° •° tV � L I, nWl rn m m U 00 � r 0 m 0 O E O T = 0 N T- LO 00 M o E r N z z c E Q �' m c a U _ q p _j JOB NO: 20-6226 SCALE : AS NOTED SHEET NO. SN CORNER OF HOME GARAGE SIDE ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE 15/32" CDX PLYWOOD OR 7/16" OSB RIDGE LINE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. EDGES & 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 6'-0" + 6'-0" +++ +++ + + + + + + + + +++ +++ + + + + + + + + + + + + + + + + + + + + + + + ++ +++ +++++++++ + Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" or 7/8" 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 112" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 90 2.0 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) x Filler blocking 1/8" gap ° FILL CELL w CONT. #5 > STD. 90° BAR HOOK STD. 90° HOOK BOND BEAM SIMPSC w/ (22) NAILS 1 CONT. #5 BAR #5 CONT. 5/8" � THRU BOLT FROM FOUNDATION TO HIGHEST —� BOND BEAM v BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. 2" m x ) Small gap 2" min. a • 4 max. I Clinch na when possible I� ils 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%" GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. N.T.S. - Under 2nd floor column w/ loads higher than 15001b SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building 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 / 1 H C G O O O 01 5'-0" U c� STUB -OUT FOR o ° GAS METER O o 'n U O F 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-Y (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 Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam KNOCKOUTS) ALLOWED IN BEARING ZONES --� DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Qi/ Provide adequate bearing for each lapped joist. 10d nails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) 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 _tz 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 up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration.— ImEt � 6„ A %" ROUND HOLE MAY 6" 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1%" THE WEB. PROVIDE AT 7 ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1%" Any 16" joist 12 1'-0" V-1" 1'-2" 1'-2" 1'-3" 1'-9" 2'-4" 2'-11" 3'-7" 4'-2" 4'-9" 5'�" (ft)�-_ 16 V-0" 1'-1" 1'-2" 1'-2" 1'-7" 2'-5" 3'-2" 3'-10" 4'-9" 5'-7" 6'-4" 7'-2" _�--TSpan 20 V-0" V-1 " V-2" V-2" 2'-0" 3'-0" 4'-0" 4'-10" 5'-11 " 6'-11 " 7'-11 " 8'-11 " 24 V-0" V-1" 1'-2" 1'-0- 2'-5" 3'-7" 4'-9" 5'-10" 7'-2" 8'1l" 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. 1%" 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 1%" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. Jc Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate O BCI5000sR 9-1/2" 2-8d 2-8d 11-7/8"I 2-8d 3-8d 14" 2-8d 5-8d BCI 6000s® BC16500sw 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 T 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 A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.)ICI I I� LI I I _� Nail with 10- 10d nails. T—T Install tight to top flange. SLEEVE THRU STEM ° " ° . <, ° SEE PLAN FOR °. a . • ; . • ° FOUNDATION INFO a STEM FOUNDATION r_GRADE—oCAKIC CMEnr AKI \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4%2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height —� requirements 0.6 X Joist �" depth I -JOISTS BUCKETS N.T.S. fv� t1nHat if rvu SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. �® LOCATION OF SECOND H10A SIMPSON H10A ° ° °° (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION 91111��1111����1�. PLUMBING LINE PVC OR SCH40 SLEEVE a a c 4 c dLll1 • =TI I ITT F `=-- SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PLUMBING LINE PENETRATION q ° d 'V 4 CD Z �'Q SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION\ . PLUMBING LINE d ° ° as a as G _ _ d _ _ a �_I I I_ I— a s n Q e =I I �. .�IIII=III. SEE FND. PLN. SIZE & REINF. 6 f 3 0 - < ° Off, �0� w e;�U M,;imean;�,\ 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. 0 �s I,.-� oo N a�p o 0 8 N# 4 0_NC' . 0� u- * w to rn�� r-� LL u_ a aj co co W CLL a a Z WcC 00� t- 0: w O m m SO W (0 o a Z LL Ci 0 L Cl)Z Q O a N Q U H OU ❑E]❑ N M o o z (D z o -J - rz L/1 M Z a 0 lL f>3 � w V 0IN w o - E m 8 0In N Y 8' ®� ° � m o cozn w z M ¢ o J LI... E o W � N zR m Ita 6 — aF no 0 o� O � o o <o <o az r CO c - C:�8 Y m� OE >z CIO W -J a tl z U S >U 012, �� Z ¢ O a �w U <o x k r- a� w 01 �C CIOo C FIB z G i OU CV or_ 6 m W \ ICU .� U 00 (D r ^ V C ' O O ` 12 U ^ ` m O `.. E o �. r coo 2 00 LO Ln Lo r O rn T— ii w co o cEa Z r— E O ri z a E U Q p � JOB NO : 20-6226 SCALE : AS NOTED SHEET NO. SN 1 3 x a c d 0 0 J Cb i N Zz 1r c 00 0 I N i 3 Q 0 O i S. E 0 0 J r7 0 v U O i c 0 a 0 J r7 N N LC S a O 0Ln b 0 0 0 g Y m 0 FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP.) VARIES / INSU 5/8" OR 1/2" HIGHS STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS I INSULATION PER —J CHART ON FLOOR / PLAN J 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. _< 8'4% (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE CV (1) LAYER TYPE II (#30) (2) #5 CONT.O 3 6 x 6 W1.4 x W1.4 UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH `o PITCH > 4:12 o p (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT - I I —I —I m .0 I —I I —I I 9 FOR ROOF PITCH 4:12 OR LESS. I —I T—III I ' '-'-�I PRE ENGINEERED WOOD 1 ' �I ff l III = ° @ 24" O.C. U.N.O. (= I= I=� pill - TRUSS I ml ZZ HURRICANE ANCHOR @ EACH = �4=III I I II I- TRUSS (SEE UPLIFT SCHED.) W/ gll - METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. - ALUMINUM DRIP EDGE ALUMINUM FASCIA " N.O. 2x SUB FASCIA EE SOFFIT SHEET LOAD BEARING OR EXTERIOR WALL 8"&'X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT SEE CC/S3 OR —� G/S3 FOR ANCHOR 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) #5 VERT. IN FILL MONO OR STEMWALL U.N.O. CELLS (SEE FOOTING MONO SHOWN FOUNDATION PLAN FOR CLARITY 1x4 P.T. BASE NAILER FOR LOCATIONS) 4"x4" INSPECTION NOTE: 31/4" BASEBOARD PORT AT EACH *FOR BEARING WALL FILLED CELL TYPICAL 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"=V-0" S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 7Pr I I 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS 5 „ „ „ BLOCKING @ 12" O.C. wl (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR / GYP. TYPE X @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE 1 SIMPSON SP1 w/ ABOVE) CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ S.P.F. DOUBLE ( ) 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.CJAND' W/ (1) ROW 2x BLOCKING @MID HGT. FOR EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TWALL HGT. < 8'-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'-6". SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION SLAB & BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TIMPSON SP1 w/ (10)10d NAILS 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATIO (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILx P.T. BOTTOM PLATE ELEV. 0'-0" OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL 2„ x 6 W1.4 x W1.4 ATTACHMENTS 6 x 6 W1.4 x W1.4 A.F.F. O.C.) WWF OR FIBERMESH WWF OR FIBERMESH 31/2" MIN. °�3 1/2"MIN. ELEV. -0'-31/2" z A.F.F. S u ° 1 `` I I-III-ITI=T31/2"(min. - 4" I=1T_(--I I/2"(min.) N _ ' p ° • ° —I I —I I IT '� I ) 31/2"(min. 4"� I_ —� 1TI=1 i� 31/2"(min.) - I -` 1Tf I= —I fl lTf=1T —T (2) #5 CONT. 4„ V-4„ 811 (2) #5 CONT. 4' �-4 8 U.N.O. MIN. U.N.O. IN. TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @STEP CC "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 P�5 M 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY 8" C.M.U. FORM SUBMITTED WITH PERMIT NOTE: 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE SECTION C/S3 FOR #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION N LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT 24" O/C W/ 2"°X 3/16" °� 3RD LAYER 1/8" THICK. K.O. BLOCK 10 10d NAILS ( ) @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 2x P.T, PLATE 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 [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR BOLTS 6" MAX FROM "' SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED BAR w END OF 2" x PLATE r 2x P.T. PLATE ASSUMED FINISHED c PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR Uj GRADE z 60 M U #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi m [GRADE 60 MIN. Fy= 60ksi] a IT�III—IIII z o FINISH GRADE 25" MIN. LAP [30' MIN. LAP) a a D • (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. _< V-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN, TENSION 2600#) E 6x6W1.4xW1.4 WWF OR FIBERMESH M 1 -- =1Ti=I =1 fl= I I TIT IIT=III f ;— ° D °D Uj 1> D - O0 6 MIL VAPOR BARRIEIRI-I T I I ° - _ = I OPR 1 7/8" U)r - #5 REINFORCING BAR I—III—III—III—III—III—� � _ N z ° III —III —III —III —III —III- z I r #5 LAP SPLICE (2) #5 CONT. 1=III=III=III=III=III=11 I g 2 III —III —III —III —III —III N o ° COMP. SOIL. (COMPACTED TO - - - _=1 95% MODIFIED PROCTOR ASTM�1=1 1 =1 =1 =1 11=1 1=1 =1 11=1 1=1 1=1 11=1 I H I 1=1 I I I D1557) =1 =1 1=1 I —I i 1-1 I —III —I 1=1 I —III —I 11=1 1=1 1=1 I I- 4 1.4 MUNICIPALITY. CURB DUE TO SLOPELLJ (— CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" � BELOW GRADE S3 SLAB INFORMATION, IIII'00 M I - = 1-� ° i III 6x6W1.4xW1.4 o° I I- - Z C9 3 1/2" WWF OR FIBERMESH 6 MIL VAPOR _ III— � min.) 4"--,, BARRIER - D ; 4 ITI _ �i GRADE COMP. SOIL. ° (COMPACTED TO 95%(- MODIFIED PROCTOR I ITI TTT I ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 1'4" (1 STORY) STD. 90 HOOK (SEE U.N.O. 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" 53 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS O.H.D. RECESS � z M —TrTTTI I I III •' "r y�r=TS-;= TrT _ �11 1fl� 4" III III 60 4 I . • T I f - �ffG� SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 00 -(1) #5 REBAR w/ OPT. 11=SGREFN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13 O.H.D. RECESS C\t ' T Cl) }— N I a .: . 11T—II �II�T T1�jT 8- 0 NI r Il -I I F— I T I _I SEE A/S3 OR J/S6 I I III FOR REINF, INFO. 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. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0'-01, CONT. BEAD SEALANT •=' a INTERIOR -31 /2" � CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB .m co 6 MIL VAPOR L BARRIER 11=1 —II 'i I I ' 11=1 _,I I I I i Tff T�G�T 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. ON 36" MIN. LAP [36" MIN. LAP] 101, P3")CHAIRS 8" 1'-411 8„ #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL W/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 VARIES SEE PLAN 1 1/2" RECESS FOR FRAME -DOWN FALSE BEAM w/ 3 () SEE ROOF PLAN S.G.D. (U.N.O.) WWF FIBERMESH F OR FI 10d NAILS TO TRUSS TOP CHORD FOR TRUSS - IN ° AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR & LAYOUT DESIGN M a - • -� TOP OF BEAM SEE ROOF PLAN ° - '- -- (2) HTS20 FOR STRUCTURAL :.- n m m BEAM SIZE & CONNECTION INFO _ I' I • • I I�; 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 gll z ATTACHED PER NAILING FOR REINF. INFO. OPTION #-I w ti SCHEDULE x § SEE TYP. WALL SECTION FOR ADDITIONAL w 6x6 P.T. #2 SYP SLAB INFORMATION. J oLU W ABU66 SLAB STEP & RECESS S°G.D.rM SCALE: 3/4"=V-0" S3 ,) 2X STUDS @ 24" O.C. U.N.O. GARAGE SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" O.C. MASONRY WALL AND PAD FOOTING 1/2" GYPSUM WALLBOARD U.N.O. W/ DR SCREWS @ 8"O.C. INSULATION PER CHART ON FLOOR PLAN FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN 8" MASONRY WALL CONT. FOOTING STEEL EXTEND FILL CELLS TO FOUNDATION PAD d MAT REINFORCING. M CONT. BEAD SEALANT W1.4 x W1.4 , T WWF OR FIBERMESH r M w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER COMMUNITY SPECS 00 - c� z w= a w 00 _ " � GRADE — a - —_ — — a d _ ;III— ° °•= = = =' — — — —I — w z -III=1 • —�'— • �• —__ —___ - z_ ¢ �; — ° M Q I ((—�- 0-0 FIN. FLR.r IV I I —I —III—III—III=1 I I I I —III —III =- FOOTING � Illiiil�liiilll��llll BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 :. s I '•, UJI 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. W F®' E 00 8 O O CJ N f0 N N 4Jk `® qV y Cq � CS,W U_ 8 N a >> U- J a LL N �4 QjMM cU U_ ii a a 0 'j° 113 J -6 L@ v :,z O O F i W W Z IL w o o5 o�oa - m O CL ofaN M Z 0 Z N O U U J ❑0❑ W z N z z o N M Q'll c7 0 lL _ 111 o OLLI �N o u•. t6 �- U W `-- _ E �S I L U o y o w M M � � U_ Q E E zo as 4= >a <� �® U 0. x0 ii¢ jU U �¢ OC"I <� <o wZ (� ci o m� 0 z� c) J a ° z a 3 CL 3 g S LL g° a �w O O O WF E00 a = V zoii la ° 3 N 04 m� ^L1 m W CU U 00 N r � ' O O n.-. 1..� U �+ E r N (0 O 00 rz rn r 00 0 m E M Z E CD a U Q O JOB NO: 20-6226 SCALE : AS NOTED SHEET NO. S3 (MONO) i v a c a� v -o x rn 00 0 0 J co co 1 O i W ao 0 J N 1 N c Qi i c H a 0 O a CD E O c c Cn N f.,.. 0 U v U i 0 a i a 0 J IV c� 0 0 LO a 0 a 0 0) 15 0 m (2) 2x6 OR (2) 2x8 TOP PLATE SEE VENT OR 2ND FLOOR PLAN 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE 3/4" FURRING STRIPS SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD CONNECTION SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS 2x DEAD WOOD @ MID FOR CLEAN -OUT @ 8" O.C. OR 4d POINT w/ (3)12d DRYWALL NAILS MIN. EXTENSION FROM 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE ❑ A 7 5/8" 8" DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK ❑ STEEL ND GROUT ❑ ❑ EVENLY PLATE WALL IS 1 1/2" MAXIMUM INTERIOR ❑ HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL ❑ ❑ ❑ FACE OF BLOCK WALL IS 2 1/4" 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. 14 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2X4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID + POINT EVERY OTHER +' STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE 55 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 BLOCKING (TYP.) 2x P.T. PLATE OOF TRUSS 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT MOISTURE BARRIER 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL I I- \ TO DRAIN DOOR OPENING DOOR OPENING ❑ ❑EXTERIOR � ❑ WALL CLEAN -OUT A WALL ❑ ❑ ❑ SCALE: N.T.S. S4 ❑ ❑ 1ST COARSE 2ND COARSE 3RD COARSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D 54 SCALE: N.T.S. S4 KNOCK -OUT- NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 11 a a a a a a a 4 e g" STD. 90°HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 1❑ FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. ❑3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. G S4 SCALE: N.T.S. S4 WIDTH OF OPENING VARIES 4„ FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J Q LU 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 MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION K/S4 GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TROWEL FINISH SEE �8x8x16 GENERALNOTES SLOPE FORWARD ❑ GARAGE DOOR ROLLER GARAGE DOOR TRACK FOR DRAINAGE CONNECTION ASSEMBLY .., GARAGE FLOOR TRAVEL DIRECTION OF ` GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. a 4 a a a a SEE PLAN FOR FOOTING DIMENSIONS POURED CONCRETE BASE FOR BOTTOM OF MOUNTING BASE BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED GARAGE ENTRY FINISHED MASONRY DETAIL(� P � FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. sFF �o� 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 FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFFR I OAR 2x6P. J-BOLT TRACK BRACKET FOP a iARAG E IOOR W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER, TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'-4' 1 (1) (2) (1) (2) (1) LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) 1 (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"x10" OR >\ GREATER HEADER 1 `—(2) 2x HEADER SEE PLAN • INTERIOR HEADER: 54 (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 OR SIMPSON HTT4 TYP. Op U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. 12 (TYP.) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED ❑ SI%SON SP2 w/ (12)10d NAIL AT EACH STUD RUSS BOTTOM CHORD OR 2x4 rBLOCKINGW/ 2-16d TOE NAILS 1/2" EXTERIOR GRADE SHEATHING EACH END FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) v O/C FIELD �r ? a 2x TOP PLATE r 0 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = = CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT LIMAIN O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK If ALT. KNEEWALL ABOVE MASONRY WALL DETAIL / SCALE: N.T.S. LTHANI T w/ PENETRATION THRU TOP PLATE w/ MORE TOPPLATE WIDT12)16d NAILS 2 ROWS 10d @ 3" O.C. (14 NAILS TOTAL) EA. SIDE OF 4,?,, SPLICE STAGGERED 6/19 ��- r 1 Od @ 8" O/C ATTACH ALL -' EXTERIOR STUDS W/ (4) 16d TOENAILS TO 70P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPL1C 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 1-5/8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2X P.T. PLATE EO TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL SIMPSON SP4 -I \-NAILED ❑ INTO - TRANSOM TRANSOM FRAMING FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSON ECESS SP4 SP4 LLIINTEL SIMPSON SP2 -, NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1,8E Fb=2400 PSI (AS PER PLANS) ° HTT4 w/ (18)10d NAILS (3610# SPF) ° o • HTT5 w/ (26)10d NAILS (4670# SPF) o ° • DTT2Z w/ (8)1/4" x 1 1/2" SDS (1835# SPF) ° o ° • HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (2215# SPF) • HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (3285# SPF) _ • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (4065# SPF) • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) • HDU11-SDS2.5 w/ (30)1/4" x 21/2" SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN, 8" EMBEDMENT w/ WASHER & NUT 9 • FOR DTT2Z USE 1/2" DIA, x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. MIN, 8" EMBEDMENT w/ WASHER & NUT HTT / HDU TENSION TIE N SCALE: NTS S4 SIMPSON SP4 2X TOP PLATE OVERLAPPING 10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE ROOF TRUSS ABOVE F 2X BLOCKING o I 4 2X8 P.T. BOTTOM P TE G' 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 (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 4 2X8 P.T. BOTTOM PLATE UU „ „ „ 5/8 x10 J BOLTS @ 24 O.C. MAX. (MIN. (2) PER BOTTOM PLATE) X / TRANSOM FRAMING 0 o N 7— BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" 0/C EDGES o E SHEATHING & 8" O/C FIELD 54 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10)10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. ;�t,lillflll . ri 0 r x' _ a 4= f. F it as `u ES10t•�,�`�® 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 Engine s signature and seal. W - Fil p 8 co N N # (a h C to ® ��, W H (0r~r�0 J M'. LL w a d W @LLi_ UJ (L Q., Z `m c� p� i t°o� m m O w 0 � M Z 0 N U j O U ❑0❑ � � oo � o a- U-) - N z 0 QJ u- C/3 G) O Ln Ln u., C. ues LU c' r- _ m�8 z f ¢ Y rn N 4� CD M M w ¢ o z g U _ Z p } o za E V oa Ica 6 X� o< uO U O� O N ITT ¢ z -z ¢19 w B M U) c za o' mo 0, n Q W J co 2 N z 0� o wLL z �� V a0 a� w ,° o cD cY �- a UUS E2 > d' W c� ■� U 00 < C > 0 O U Imo- c E N ' t T' _ C h 'jam L0 r .i.. r- rn r 00 M ai E c cM o Z ca O N @ IL E .j U a ui Q p c JOB NO : 20-6226 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAM11 W/ (4)1 /4"x1 1/2" SDS SCREWS TO BLOCKING & (I 1 /4"x2 3/4" TITEN TO CMU SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS BACKNAIL w/ (2)16d NAILS SIMPSON H10A w/ (18) SIMPSON SP4 w/ (6)1 Od x TOENAIL W/ (2) 16d NAILS SIMPSON H10A w/ (18) NAILING SCHEDULE FOR 2"x4" 1 Od x 1 12" AT EA. 1 12" AT EA STUD USE BACKNAIL w/ 2 16d NAILS SIMPSON H10A w/ 18 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. SEE STRUCTURAL NOTES ( () ( ) SHEATHING DETAIL OUTLOOKER OUTLOOKER SP6 FOR 2 6 WALL USE 10d 1 12" AT EA @ 24" O.C.EDULE 7 NAILING SCHEDULE FOR OUTLOOKER AND NAILING SCH @ 24" O.C. TOP CHORD SHEATHING DETAIL FOR SHEATHING DETAIL BLOCKING FOR FIRST FOUR ROWS OF ' 45± 24" MAX. TOP CORD BLOCKING 45°± 2X4 CONT"L" BRACE TOP CORD BLOCKING TRUSSES @ SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2)10d 3" FOR FIRST FOUR ROWS EDGES OF 2x4 CROSS BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" 0/C. CMID HEIGHT OF TRUSSES @ EDGES SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF OF SHEATHING TYPICAL TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 48" O.C. EACH JOINT W/ 3 10d AT LEAST 90% OF WEB EXTEND AT LEAST 90% OF MAX. & (2)1 Od TOE NAILS @ 2x4 CROSS BRACE WEB LENGTH & NOTCH AT • EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROM LEDGER TO • ' 7/16" OSB SHEATHING & (2)1 Od TOE NAILS @ L. 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 CDX PLYWOOD OR 7/16" TN I 1 OdX3" 3" O/C THROUGH CHORD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM CORD ATTACHED W/ (2)16d TOENAILS 71 OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD. 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 II " NOTCH L BRACE HERE ROWS OF TRUSSES FRO @ 48" O.C. MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. �:: WEEP SCREED BOTTOM ATTACEA. END TYP. OHED w/ (2 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. 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 1 Odx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)1Od NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4)1/4"X2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) 1Od NAILS & (4)1/4"X2 1/4" SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE BACKNAIL W/ 2 16d NAILS SIMPSON H10Aw/(18) L SEE STRUCTURAL NOTES SP8 FOR 2x8 WALL) OUTLOOKER AND NAILING SCHEDULE 1 2x4 OUTLOOKER FOR SHEATHIN DETAIL @ 24" O/C F 2x4 OUTLOOKER @ 24" TOP CORD O.C. (OPTIONAL - SEE 4" MAX. BLOCKING FOR ELEVATIONS) FIRST FOUR ROWS DOUBLE TOP PLATE OF TRUSSES @ 2x4 CROSS BRACE APPROX. 8" 2"x4" CROSS BRACE 24" MAX. EDGES OF FROM RIDGE FASTENED AT APPROX. 8" FROM SHEATHING TYP. EACH JOINT W/ (2) 1 Od & (2) 10d RIDGE FASTENED AT "L" BRACE TO EXTEND TOE NAILS @ EA. END EACH JOINT W/ (2) ; AT LEAST 90% OF WEB 10d & (2)10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR ,,,-1/2" CDX PLYWOOD OR 7/16" 48 O/C FOR THE (2)16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD (2)16d NAILS BOTTOM ATTACHED 48" 2x BLOCKING W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH M 2x4 "T" ON TOP OF PANEL SIMPSON HGAIOKT w/ (4) 1/4"x1 1/2" 1Odx3" @ 4" O/C BLOCKING, FASTEN WITH SDS SCREWS TO TRUSS & (4)1/4"x3" ) 1 Odx3" @ 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 STUD WALL SEE TYP. SEC.) TRUSS) SECTION (� 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. SCJ () 10d x 1 12" AT EA. 2x4 OUTLOOKER REFER TO DETAIL J SEE STRUCTURAL OUTLOOKER @ 24" O/C ON SHEET S5 FOR f X-BRACING, AND TOP T CO CO NOTES AND NAILING TOP CORD CHORD BLOCKING N SCHEDULE FOR BLOCKING FOR INFORMATION 00 °° SHEATHING DETAIL FIRST FOUR ROWS OF TRUSSES @ 1 1 1/ 2"x4" CROSS BRACE 24" MAX. EDGES OF WOOD TRUSSES 00 00 APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND 2X4 RAT RUN BRACING EACH JOINT W/ (2) AT LEAST 90% OF WEB AT 24" O.C. ON TOP OF 1 1 2 1 1 2 10d & (2) 10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 NAILS @ EA. END GABLE TRUSS TRUSS SPANS `17_}ll� `� R' 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" ATTACHED W/ 2 -16d LJI OSB SHEATHING ATTACHED AT EA. TRUSS JOINT @ 48" O/C FOR THE (2)16d NAILS (2) 2" x 4 LAMINATIONS W/ (1) ROW (3) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF FIRST (4) ROWS OF W/ 1 Od NAILS @ 6" O.C. 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS"TRUSSES FROM EA. E ES AND 12" O.C. FIELD 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 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL w/ (2) 16d TOENAILS CONNECTION MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL 2x4 "T" ON TOP OF PANEL I: OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN 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 1Odx3" @ 4" O/C (2)12d TOENAILS EXT. WALL CONN. a� COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARING LOCATION B.U.C. SAME NUMBER OF ROWS SAME SPACING D ) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS r8 1 SECTION g 2"x4" OUTLOOKER @ 24" - O.C. W/ (2) 1 Od PER JOINT 1INIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) j 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 rj� ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. SrJ 1 GABLE TRUSS Sul "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 GABLE END BRACING DETAIL S5 CONT. BEARING MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES SCALE: N.T.S. SCJ OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP -MINIMUM (2)16d PER JOINT \— MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL M SCALE: N.T.S. Srj "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C �nrnnn rnr reo�e 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"X2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ z W CL BRACING w/ (3)10d x 3" AT EACH CONN. @ 24" O/C —MOISTURE BARRIER -BOND BEAM —MASONRY WALL 20'-0" MAX "X" BRACE SEE DET. J/S5 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.0 � TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL-6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" IILII BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE r7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX CONTINUOUS BOTTOM CHORD BRACING 2X4 MIN. C3---LU ----o — — — — 0 o O I ;r - z O W m - o 0 o 0 W o Q o r X Q CD r X d 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 10dx3" 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) 14'x3" SDS SCREWS TO PLATES (TYP.) /—GABLE TRUSS -l.V IV 1 . OCMRIIV V 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. (D a ✓,9 Y CORNER JACK Q cr W z M O U 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 SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL /TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION 9ial ��Ifil/EejI�P/ `���! _J : ¢, V p,r) u ' F- a Q 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. s� co • � ono w1r W N- Q co o v 8 C N J N C J ,No Q N 05 LL a _ a C -I .. W LU W ca"-LL 3 a a W �� ow m m N co m 0 W 02 W J ❑ a � M O z a O coZ O U ❑❑❑ W M LL� og z N z � o J � a ,n M N a v ( o a--d N W c) U _ O W g N Ln w. U W J 8 In++ _ I C U) Q - 0 zl�... N O) 4� ti o w M M � 00 Z¢ U_ Q = E O zo Q N Z ❑ a t_ '6xU Q 0 W 0 00 o� z Q <owz 0 < x L� ¢ ❑ m �� f6 C'3 0 O� z J m ¢ 0 2. Z q) 3 ° 0 w 8� a w c> 3 <0 o G CD w >° cfl V 0< 0 ~ �3 .s CN = > �j- ^L1 � W m U 00 N r Y O 0 (� W m C t� E N T _ Lo T00 Lo r l 47 rn r 00 M o Ca EO N cc C a U J Q 0 C J JOB NO: 20-6226 SCALE : AS NOTED SHEET NO. S5 rs 3 CD 04 ao I 0 Q 00 0 0 I 0 of a Cn N 0 a E O x G C J N /i 0 U v U U 0 i 0 0 U J W LZ N CL 0 0 0 0 L LO 0 Y i= m /) 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL MAX. UNACCEPTABLE INSTALLTION 8 � DOOR JAMB (REFER TO PRODUCT P.T. TO PRODUCT TO PRODUCT PROPER INSTALLATION DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 APPROVAL FOR CONN. 1 X 4 ` #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d 4" 1x4 P.T. 3/16" 0 X 3" LONG FURRING (2) ROWS 3/16" x 3-1/2 FURRING #5 REBAR ` ' AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD @ O.C., 2 ROWS STAGGERED 3-1/4" LONG X 3/16"� FURRING TAPCONS (TYP,) TAPCON. INTO STAGGERED @ 16 TAPCON @ 16" O.C. & 4" 2X8 ` ' 1x8 P.T. BLOCK@ SPACING „ O.C. 2-ROWS INTO 1 DETAIL FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH 1X8 �' �i 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH 1-1/2" DETAIL 1x8 w/ (2) ROWS 8d NALS �� 3 DETAIL STD. 90^ ` STD. D. 90° HOOK (TYP.) @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. FILL BOTH SOLID HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB 3l16" x 3 -1/2" TAPCON @ 16" 1x4 P.T. DOOR JAMB (REFER TO PRODUCT H E:7 L 4% :71 METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL NOTE: LAP SHEATHING TO DOOR JAMB (REFER EACH END W/ MIN.TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" BOTTOM OF BAND JOIST TYPICAL TO PRODUCT x 3-1/2" TAPCON @ 16" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH 1x4 TAPCON 16" O.C. & @ END w/ MIN. 2" EDGE DIST. FURRING +2„ NOTc FU @ FIRST COURSE SIMPSON HGAMIOKTA @ 12" O.C. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ - w/ (4) 1/4x1 1/2" SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 *00 ' ` INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.C. 3-1 /4" DETAIL +5n —1 NOTCH WEB AT THE ' FIRST 2 COURSES ` BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL —E FILLED CELL INSTALLATION KH RETROFIT FOR MISSING EMBEDDED STRA SCALE: N.T.S. SS - SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY 0 W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN. A -A _ 1610 # FOR 2 STRAPS FILL 1st 4 COURSES SOLID w/GROUT EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8" d it 1 PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 3 1/4" TAPCONS BLOCK HEADER ARCH BLKG. &BUCK SIMPSON HM9KT w/ (4) 1/4"xl 1/2" SDS 1/2" DRYWALL * SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7)1/4"x2 1/4" TITEN = 2150 #) a 2 x 8 45^ DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB CUT HOLE IN O.S.B. FOR TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER of RECORD FOR BUILT UP PLWD. BUCK ARCH PANEL POLY CELL IN THIS AREA 2 x 8 45 DPAGONAL BRACE AT EA. FURTHER INSTRUCTIONS. SCRIBE {NOTCH) BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 FACE OF ARCH WI (3)10d NAILS AT EA. END RETROFIT TRUSS DETAIL OVERHAN ° ° CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. INSTALL WDW. SCREW ANCHOR\_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL NT INTO ARCH BLKG. PER INSTALLATION DETAILS A 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO 2'-6" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH STE: TART OF ARC IF TRUSSES USED) W/ (3) #6 X 4'Y2" WOOD SCREWS 16" O.C.00MAX. OR IF MASONRY WALL * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. @ (2)10d NAILS @ 8" O.C. ARCH DETAIL J 4' MAX. RAD. TTEN (CENTERED) w/ � XO�FRygN TO TRUSS TOP CHORD MSN, 41) EMBEDMENT ATD16'I O.C, + + NGT 1 1 -O 1' 5 -O SCALE: N.T.S. SS 12 + h PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + BLOCKING AS ° INISH FLO . 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. B B ROOF SHEATHING ATTACHED + REQUIRED >, o 1/4" MAX EMBEDMENT INTO ) PER NAILING SCHEDULE ALL TRUSS + TO SUPPORT ° • ° :' a • >.. #5 BAR BLOCK HEADER 2 0 8 SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON + + SOFFIT + °D ' 9' 10" s p s CENTERED W/ - °o IN TOP 1 X 4 FURRING BLKG. &BUCK 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS 2X4 SYP ► ®s EACH TRUSS o ° 4 YKNOCKOUT / N CHAIR BLOCK 8dN NAILS @ 8O.C..CA BUCK PROVIDE 2 8 DIAG. BRACE BTWN,,,, 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x s� s CONNECTOR MONO FOOTING x VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE CONT. W/ (3) 12d NAILS � LINTEL °. LAI � • SIZE AND REINF. PER PNSEE -I AND SECTION DETAILS BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" 7 JACK TRUSS PROVIDED BY SCHED. - LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT DIRT Z TO BE INSTALLED BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN J PRECAST LINTELJ Is _ ° STANDARD 4 °'• 90° HOOK N SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION I #5 BAR IN ' TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4'%" WOOD FOR OVER HANG FILLED CELL L ' 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") • t • r • _ s, • s, INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL 4' MAX. RAD. WALL USE (2)1/4" X 31/2" TAPCONS AT 16" Sk ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 O.C. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-BMONO ARCH DETAIL rK SECTION @ENTRY L SECTION @ ROOF EXTENSION M REINF. PERLAN AND STEMWALL TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" = 1'-0" SS SCALE: 3/4" = 1'-0" SS SECTION DETAILS SCALE: 3/4" = V-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT &NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR SIMPSON HTT4 w/ (18)10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2" ) BLOCK IT MAYBE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER "SQUEEZED" W.W.M. AT PERIMETER 1/2" NAILS TO STUDS & (1) - COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. 5/8" DIA. ALL THREAD ROD >- #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR ) OCCURS TOP WITH MIN, 3" EPDXIED w/ SIMPSON "SET" t � IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER g \ EPDXY MIN. 6" EMBEDMENT & 0 Cn SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER _0 3" MIN. EDGE DISTANCE g FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP w w NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE °• o 9A THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL o u o w a REINFORCING AS FOLLOWS: =1 11 a 1 * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT =I g' * TI (—TI=III- c) z #5x6' EMBEDDED INTO PRESS PANEL REINFORCING INTO PLACE. * 6" MIN. LAP SPLICE W/ P �_—I I ICU II EXISTING FOOTING (2) #5x6' IN CONC. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL I FILLED CELL SMOOTH. DO NO FURROW. o , ° 1 I F=I I I —I —Tr . \ DRILL 3/4 x5 MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE. I I F= o. ' SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MINLAP p n O G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE A. p \ REMAIN FREE OF MORTAR. NO NOTE: `'' z \ H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. C4g P TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° a 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ° (2) #5 REBAR. MIN. 3" TOOL OINTS AND NCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROMnLOWER COUROSESOOTH OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. COVER EA. WAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION, LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4" = V-0" SCALE: 3/4" =1'-0" FOR WIND SPEEDS UP TO 110 MPH", PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. 4 ;Q'�3 U P e �\©• R pFESStOa�\\oy� \ 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. H 6S ;&E o 08 00 ti NN J n m 7 y 'It LL J W �0u� sI U) M M LL fn 4 Z Qj LL LL FoCM W Z ° W 0C o W S o mN� W. m O o ��a'w a ¢ a p.Cj Z 00 Lo N Z M¢ ¢ O� a N 00 U H J ❑❑❑ W o� z M LL 4-, W � U O N W o r~ w rn w. v W J E 8 xI� C) o N ®p Q N 14 o w Z M 2 o 4 � W �E Zo ooQo >N E U CL wz Ko oa 7U �U o E o <o &z z L¢ p m i ro z Q U o LL Z J �� �z a� Q 3 °o LL 5 °o a �w K 0 no LL oW S F r- o wY =� �o O zla a� ° 3 > ^L1 W m U 00 O O U m o ..� E o �' r � co NO .� N r (� LO LO 00 M o m Z 1� E O ti Z o l E U Q 0 _ JOB NO: 20-6226 SCALE : AS NOTED SHEET NO. SS 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. pg 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 N 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 — DIRECTION TYP. —� A CHORD AT ALL HAND FRAMED AREAS TYP. ----LWOOD TRUSS J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD WOOD TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. -r== ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. ➢A TRUSS (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: NTS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"0.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC. MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL a@ INTERIOR BEARING r3 SCALE: NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHEF SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( HIP G.T (2) 2x8 #2 SYP wj O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM a@ RAISED ENTRY 2 MASONRY WALL 4 SCALE: NTS )IMPSON HUC410 w/ 6d INTO HEADER & ( Od INTO BEAM - SEE tOOF PLAN FOR MOI VFO SEE FLOOR PLAN F COLUMN SIZE & BA CONNECTION INFO 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SCHEDULDE/PLANM OPTION B CONNECTION INFO — COMMON BM. TO POST ATTACHMENT � SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) CORNER A A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED 0 SEE FOUNDATION RAI PLAN FOR MORE INFO COMMON BM. ATTACHMENT SCALE: NTS SCALE: 3/4"=V-0" SEE PLAN FOR CANT. —7/16" OSB FLITCH PLATE REQ'D ONLY WHEN INDICATED ON BM. SCHEDULE/PLAN OPTION C MIDDLE BM. SPLICE OVER CENTER OF POST JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KN EEWALL 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 SIMPSON LUS26 w/ (8) 10d NAILS - OR IF 2 PLY TRUSS SIMPSON H Z LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 4 1/2" LAG SCREWS ATTACH (IF PARALLEL SEE 202 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: NTS Ilk VARIES - 2x STUDS @ 16" O.C. ROOF SHEATHING SEE 1/S5 FOR SEE PLAN FOR w SIMPSON P w ( ) 1 Od 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" O.C. INFO. 16" O.C. W/ (4) 12d COMMON TRUSSES. ATTACHED PER 2x BLOCKING BETWEEN STUDS TOENAILS TO TOP -— I 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 GAB 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 W/ VARIES SEE PLAN FOR WALL LOCATION 2X4 BASE PLATE W/ 1/2" PLYWOOD NAILS @ 16" O.C. ALONG W/ ROOF SLOPE SIMPSON LSTA30 w/ SIMPSON MTS12 w/ (14) 1 Od 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 @ (14) 10d x 1 1/2" NAILS TRUSS/ FRAMING TYP TOP & BOTTOM SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR TO FLOOR GIRDER I I NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C. a STUD TYP. T&B PER NAILING SCHEDULE & • MASONRY WALL BELOW: SIMPSON PLYWOOD (3) 12d TOENAILS TO a<. 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. R 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 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) SHEARTRANSFER INFO. SECTION FLOOR FOR CONNECTION FOR MANUF. SPEC'SCONNECTIONS 16d NAILS AT EACH END a" CONNECTIONS TO G.T. EXTERIOR. WALL SECTION @ ENTRY $ CONNECTION 22 SECTION AT HIP GABLE 12 SECTION @ BUMP OUT 39 SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS DETAILS & SECTIONS ci 'w 10� w �.. FLO ESS 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. - W 4 0 0 U 00 N N CD J 5 ) �mU00 ' ® D) N .J 0 Cn r a �i Qj MM � '! ro i; u J -a — LL J a LL a- W a a rr � Z O m c L ° o 0 m 0 W on,, QM¢ ug� a i N M Z a o U 0. z °< J aao W z N M 0 0 z Go z o Q a N 0 o 1 , LL T C"MT LU _ g O w S N c y \-/N uss U w � _ e L � O 41 O III L" m ® Q o co W M p Z 4 U_ c6 E E o zo 0 >� `. Z© O <_ O E CDwo O X da O U 0� WZ cli to CD L o Q xUi (6 Ui v Z or �m m O O' z C� J 0 1 aw 2 Z. z CZ,Q 1202 w oz 3 o '0 o r a 01ZQ � > d' Co W 1= Co c� 00 U O /`' CDC U 0 (� W m O I\ E o b- r co oo Lo r ui 00 cn w CV) o E co c T N Z Z E O CU Cc Q. 0 U _j Q 0 JOB NO: 20-6226 SCALE : AS NOTED SHEET- NO. D1 WEATHER 7 RESISTIVE BARRIER TAPE (ASSEMBLEDWIND ) HEAD FLASHING TIE-IN INSTRUXTIONS 1. Cut, fold up & temporarily secure weal 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 DO NO" BOTTO FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING DECK JOIST 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 AND FBCR 703.7.3 Detail Instructions Refer to the number marked as ## in each detail that corresponds to the numbered items in the list of Instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN 4 WEATHER ✓E BARRIER & ( ,ARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI; UNDER DECKING ED FLASHING (SEE DETAIL WP07) E�1 4SHING WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING - 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL q SELF -ADHERED FLASHING 1 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) M SELF-ADHER 2 1'-4" PER PLAN T-0" PER PLAN SHOWER SEAT 31 a 4 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING PATCH iHERED FLASHING Q Y W W Ca Q Z d z z - - g � LU LU PLASTER STOP = CL Ir- W CONTINUOUS BACKER U ROD & SEALANT w W W �0 A U) 8 z �o 0 0 WINDOW UNIT FLASHING REQUIREMENTS SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall include (0.6 cm ; 30.5 cm) (0.30 flashing as described in Section R703.4. A water -resistive barrier is described as a material behind an exterior wall covering that is intended to SELF -ADHERED FLASHING resist liquid water that has penetrated behind the exterior covering from further intruding into the exterior wall assembly. An exterior wall covering EXTERIOR is described as a material or assembly of materials applied on the exterior side of exterior walls for the purpose of providing a weather -resistive CEMT. FIN. barrier, insulation, or for aesthetics, including but not limited to, veneers, siding, exterior insulation and finish systems, architectural trim and BUILDING PAPER embellishments such as cornices, soffits, and fascias. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 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 R703.1. R703.7.3 Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be Q installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER / that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ADHESIVE ASPHALT ADHESIVE g pp g pp g p entry y THROUGH SELF -ADHERED R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent ent of water into the wall cavity FLASHING - -eel c_nDHERED FLASHING ----or penetration of water to the building structural framing components Self -adhered membranes used as flashing shall comply with AAMA 711. All Fez d 00 SELF -ADHERED FLASHING INSIDE CORNER �Ground(�- FOUNDATION WEEP SCREED 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 3-1/2" INCH FLANGE I� THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class SCORED 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the RELEASE PAPER type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface (BEFORE FOLDING, SCORE of the exterior wall finish. Approved corrosion resistant flashings shall be installed at the following locations: RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible fleshings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent 2 drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. / 5 1.2. In accordance with the flashing design or method of a registered design professional. 4 1.3. In accordance with other approved methods. 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 6 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco 7 copings. 3. Under and at the ends of masonry, wood or metal copings and sills. M 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. Water Resistant Barrier Lath Sheathing Stucco 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 STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB �I BOND BREAK WRB -SF LATH ER STOP- - - A NUOUS BACKER ROD CANT VTITIOUS FINISH Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7116" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTM C1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all 0 0 CV O 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. to v ,p 8 co ro N p W N 3k mom 0 go N NN ti(D CA , 5'D J LL J * W M 4 �ti Vu.LLa N M M W ' U J 0 O _ c O O = W' m O i W L ,.��- o 2� o, m Co ¢ a W LLZ (0J L0 Cl) 0 (] of Z N Q OU U H J ❑�❑ �. W � M7 N M z S z � � Q Uin Ul) M z a LL 4-1 to fLi w U O V)0fN r r6 ^ U w J zI%' U o' h 0 ° N I� o co J w c' J co � a o z G 111 411..- U_ i1 E o zo oo >ry ¢N Za oa o E X OU ra ao ,7 0U o< (D ¢ y oo aZ ¢Z {� cJ� C ­C: o U . 0 O Z F Z -' 2 <� Q W �Z Cn 3: 2 Q cc M, 5O a N W U <0 oz �C =� O r c7 �- WO mi COO W �a °3� C:N 0 = >cc nL, c W \ 0 Cy) 00 ./ 0 U > O U n' m OCD E O d. r = O r TT "It LO Ln r .L Cif rn r iu E w 00 M o Z E d rO E U J Q 0 C: J JOB NO : 20-6226 SCALE : AS NOTED SHEET NO. W P Mounting Brackets ii 10 G e4 I 4-1(2yx+l 12' x 27120 :5m Anc 1 /2" Dia. A325 Ga lv. ryp,} I Back cross support e Way be cut to W) Rig11t rat stet 1 Gauge) � t # 14 Sett' -Drill ling ummis 1 {i-5/8A" A/' U"t Oct -turn Edge ,. Hurricane Strap (Typical..3 in front) Washers J Front Cross Support i'uYa t cut to fit n ( } Set Lerek Null �` i 4 Left Brack t`06GaU } f#14Self-DrilingStrewsThruBrackets & Back Cross Support Into alb Unit 8,0111ttom Side (Tylcoa3 each side hurricane . u raj 4 l I tlo-bAtutil trutt€tal aru with ecoch "ilrittttric Ah *c . IRalwdtr. upon "quen. 4. fi*WM I Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel of W28/2018 Code ErNity or Date Date late Pending Date Tyke Version Manufacturer Contact Engineer& License Validated By Validated Submitted FBC ADDroyal Approved Status Revision 2017 Gull Coast Supply & Manufacturing, LLC. Eng David Daniel S. Kuhn Locke Bowden P.E. 10/122017 10/10/2017 10/172017 12/122017 Approved Category: Roofing (352) 498-0778 PE-76519 (334) 300-1800 Subcategory: Metal Roofing infoo-gulfcoastsupply.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Fr ,'� Professional Engineer 65f R_ Products r.! Quality Assurance Approved for Use Approved for Use impact Deslan Sell #_ Product Model. Number or Name Product Descdptlo Contract Expiration Date in HYHZ Outside HVHZ Resistant Pressure 1 0.03 2& not Aluminum SV Crimp q P Min 0.032& ud" 5 V Crimp Aluminum Roof P 9 P I oo anal 04/122024 No Yes N A / + Nf N mer 15132&quot Plywood -108.5PSF 2 0.032& not Aluminum Gulf Lok q Min 0.032& uot; Aluminum Gulf Lok 1 q u 6&goof; Wide 04/122024 No Yes N/A +N/N Roof Panel over 15/32&quot; Plywood -116.OPSF 3 1&quot; 24ga. Gulf Snap 1&quot; Gulf Snap 24 Ga. 17&quot; wide Roof Panel 041122024 Yes Yes NIA +N/N--131.OP5 over 15/32&quot; Plywood 4 1&quot; 24ga. VersaLoc 1&quot; VersaLoc 24ga 16.5&qud; Wide Roof Panel 04A22024 Yes Yes N/A +NIN over 15132&quot; Plywood -138.5PSF 5 1&quot VersaLoc .032&qud; Aluminum 1&quot VersaLoc min 032&quot Aluminum over 04/12Q024 Yes Yes N/A ,NIA/ 15/32&quot Plywood -101.OPSF 6 1.5&quot 24ga. Gulf Snap 1.5&quot Gulf Snap 24ga. 16&quot; Witle Roof 04/122024 Yes Yes N/A +N/A/ Panel over 15132&qud; Plywood -116.0PSF 7 1.5&quot; 24ga. Verseloc 1.5& not VersaLoc min 24 e. 16& ot; wide Roof q 9 qu 04/122D24 Yes Yes N/A +N/N Panel over 15/32&quot; Plywood -123.5PSF 8 28 of 24 aLoc u a. M q 9 e9 Min 24 Ga. 2& not Me eLoc 18& d� wide de Roof q g qu O4/722024 No Yes NIA + NIN Panel over 15/32&qud; Plywood -108.5PSF 9 24 Ga. Gulf Lok Min 24 Ga. Gulf Lok 16&quot; Wide over 15132&quot; 04/122024 No Yes N/A +N/A/-96.7PSF Plywood 10 24 Ga. Gulf Seam Min 24 Ga. Gulf Seam 16&qud; Wide Roof Panel 04/122024 No Yes N/A +N/A/-93.5P3F wer 1x4 Wood Pudins over 15132&qud; Plywood 11 24 a Gu G If Seam Min 24 Ga. Gulf Seam, 1 3/4& d� e u Snap Lock q P 04/122024 No Yes N/A + N/N 18&qud; Wide Roof Panel over 15/32&quot; Plywood -108.5PSF 12 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp Roof Panel over 15/32&qud; 04/122024 Yes Yes N/A +NIPJ Plywood Yw -156.5PSF 13 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp over 15132&quot; Plywood 04/12/2024 No Yes N/A +NIA/-131.PSF 14 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp Roof Panel over tx4 Wood 04/122024 No Yes N/A +NIN Puriins over 15132&qud; Plywood -156.5PSF 15 26 Ga. Gulf Lok Min 26 Ga. Gulf Lok 16&qud; Wide Rod Panel over 04/122024 Yes Yes N/A +N/A/ 15/32&quot; Plywood -161.OPSF 16 6 2 Ga. Gulf Lok Min 26 Ga. Gull Lok 16& not Wide Rod Panel over 04/122024 No Yes N/A + NAI-63.SPSF 15/32&quot Plywood 17 26 Ga. GuIfP6 R Min 26 Ga. Gulf PBR Rod Panel over 15/32&q ud; 04l122024 No Yes NIA -NIA/ Plywood Yw -154.7 PSF Florida De rtment of Business & Professional rofessional Regulation Building Codes and Standards Product Approval Application Detail Page zorz 3rSMIS Qualkv Assuance Approved for Use AoQoved for Use Impact Design Sm # Product Model. Number or Name Product Descriptio m Date ID-HYM Resistant Pressure 18 26 Go. GulfPBR Mkt 26 Ga. GuIrPBR Rod Panel over 1 x4 Wood ON12/2024 Yes Yes N/A +NIN Purins wer 15f32&goof: Plywood -151.7PSF 19 26 Ga. GrtfPBR Min 26 Ga. Gul1PBR wer 15f32&qud; Plywood 04/122O24 Yes Yes N/A +N1N -154.7PSF 20 26 Ga. Guli Win 26 Ga. Gull over 1x4 Wood Purfms over 04/1212024 No Yes N/A +NIN 15/32&qud; Plywood -151.7PSF 21 26 Ga. GuIIRb Min 26 Ga. GulfRib over lx4 Wood Purlits over 04/1212024 No Yes NIA +N/N 15f32&rri Plywood -164.2PSF 22 26 Ga. GUIfRb Ain 26 On. GuIfI over 151321kquct; Plywood 04/122024 No Yes N/A +NIN -159.2PSF 23 26 Ga. Guli Min 26 Ga. Gull over 1532&Wot; Plywood 04/12r2O24 Yes Yes NIA +NbV -159.2PSF 24 26 Ga. GulfRb Mrs i 26 Ga. Gt/M2 b over 1 x4 Wood Pud- ns over 04/122024 Yes Yes WA s NfN 15/3z u t &q ,Plywood -1642PSF 25 29 Ga. GutlRb Min 29 Ga. GtlfRib over 1 x4 Wood Puriirs over 04/122024 No Yes NIA +N1N 15f32&qu0t; Plywood -123.5PSF 26 29 Ga. G lfRb Mkt 29 Ga. GrMRib over 15132&qud; Plyuocd 04/12/2024 No Yes NIA +NIN -146-OPSF Z7 29 Ga. GIIRib Mkt 29 Ga. GuIlRih over 1x4 Wood Pettus wer 04/1212024 No Yes NIA -NIX 7116&qud; O.S.B. -101 OPSF 28 29 Ga. Guli Min 29 Ga. Gt41Rib wer 7116&quo O.S-& 04/1212024 No Yes NIA -NIA/ -116.OPSF Search Criterta Code Version: 2017 FL#: 11651 Application Type: ALL Product ManufacturscALL Category: ALL subcategory: ALL Application Status: ALL Cenpliatce Method: ALL Quality Assurance BrMy, Contract Expired: ALL Product Model, Number or Name: ALL Product Description: ALL Approved far use In HVHZ: ALL Approved for use outside l"i ALL Impact Resistant: ALL Design Pressure: ALL Data From: ALL Date To: ALL Code Entry or Date Date Date Pending pate I= I(jll Manufacturer Contact Enainaar & License Validated By Validated Submitted FBC Approval Bggroved Status Revision 2017 Smart Vent Products, Inc. Michael Graham Hermes F. Norero P.E. Locke Bowden P.E. 08/17/2018 08/17/2018 08232018 10/08/2018 Approved Category: Structural Components (877) 441-8368 PE-73778 (334) 300-1800 Subcategory; Products Introduced as a Result of info@smartvenbcom New Technology j Compliance Method: Evaluation Report from a Florida Registered Architect or Licensed Florida Professional Engineer F05822-R7 Products. --. _ I : ,, . J , Sen # $oduet Modal. Number or Name $oduct Description Quality Assurance Contract Expiration Date Approved for Use Approved In HVHZ Outside for Use HVHZ Impact Resistant Deslan pressure 1 SmartVent Model #1540-510 Dual Function Flood and Ventilation Vent 12/312020 Yes Yes N/A +1001-100 2 SmartVent Model #1540-511 Dual Function Flood and Ventilation Vent 12/312020 Yes Yes N/A +1001-100 3 SmartVent Model 91540-520 insulated Flood Vent 12131202E Yes Yes N/A +100/-100 4 SmartVent Model #1540-521 Insulated Flood Vent 1213112020 Yes Yes. N/A +1001-100 5 SmartVent Model #1540-524 16&qud; Garage Door Flood Vent 12/312020 Yes Yes NIA N/A 6 SmartVent Model #1540-570 Wood Well Insulated Flood Vent 1213112020 Yes Yes NIA +100F100 7 SmartVent Model #1540-574 14.5&qud; Garage Door Flood Vent 1213112020 Yes Yes NIA N/A A & yy� .frn , �' `� ;�aar �e u � .i ,. .. �...x .. � .� . .. , .., w,,.A.. w.ns. A:a.,.,....�r..t..�.Y.t ... ..1......,.lrrc^CP1A! .. p4i,.��-, a$a...�'....C.�«`�, fi �*' x{` `Y 'Y 3 .rc' ^: ,t .. x ,.r. 'u ., cy1 ,. _ ., ..r, e . .: % �... u- aT &Likes Ae..44 r,ti' m,�. •.'�.`�a,e .tc_*� Lµ' ,r.. �" n�1�,_ 2eF. -.> .. rs I. Y Y .f ... t.. x ,T.'+, ... el. `a.. .��.. -5c _ �..3 zVC _... +R='S ., E. Y. C^ tit '�: "4c. ,�- Ty` a S, ..A Y `i" v.� s? ^i^� Y i. e�.�' 'a sire „x*' } � µ. -err �� 4 r,y �;1.. 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" .......__...... -12I3112020 LSTA15 FL10852.4 ESR-2105 1213112020 LSTA18 FL17244.18 ESR 3455 12/31/2020 LSTA18 FL10852.4 ESR-2105 12131/2020 ... LSTA24 ..... ... FL17244.18 .................... ESR-3455 121311202(l LSTA24 FL10852.4 ESR-2105 1213112020 LSTA30 FL17244-18 .........................I.. ESR-3455 12/31/2020 LSTA30 FL10852.4 ESR-2105 ._ ......... 12f3i12020 LSTA36 FL17244.18 ESR-3455 12131/2020 LSTA36 FL10852.5 ESR-2105 12/31/2020 _..._......_.........._.. LTSi9 _._..................................i................................................-.........-...--....-..-.._.-..............-.................._.........._--._.........._..-.......-..-.....-.-..._........................................_:....__._.....-....-.....d- FL172i9.2 ER-0200 12/31f2020 LTT19 FL11496.3 ER-130 -._.....-...__....._......_... 12/3112020 LTS20B FL172192 ER0200 12/31/2020 LTT20B FL11496.3 ER-130 12/3112020 LTT131...._.._.._._...- -_.......................FL17219.2........._..-............ ER-0200.......................__.._......__..............................1213112020 LTT131 FL11496.3 ER-130 12131f2020.1LTW12 .............................................................FL17244:8..........................._......._..............................................................ESR-3455......................................._...........-..............12131/2020 LTS12 FL10456.29 ESR-2613 12/31......................................._..........................,........................................................................................._.................................._...._._......,............,..............................................................................................._-........._................_.....................................,....... LUGT2 FL17240.2 ESR-3447 12131/2020 LGT2 FL114707 SIM200803 ........._......... 12/31l2020 MP3 FL17244.22 ESR-3455 12/31/2020 LS30 FL10446-15 ESR-2606 12J31/2020 MP34 FL17244.23...._............ .......... _, .......- _....... ... ............... 12/3112020 A34 FL10446-3 ESR-2606 1213112020.. MP4F FL17244-24 ESR-3455 12131/2020 LTP4 FL10446-19 ESR-.2606 121311W-W ....................... MPS FL17244.22 ESR-3455 12f3112020 LS50 FL10446.16 ESR-2606 1213112020 MPH3516 FL17240-3 ESR-3447 12/3112020 WMI416 FL10667.86 ESR-2615 12/31/2020 ...........-............._,.....-............_.....-...._._.......__.._..._........_......................_...... MSTA12 _............._................................._......-.._.._.._......_._......_......_._......,................................-...._....._......._...........---..-.................... FL17244-18 ESR-3455 _..._....._.............................. 12/31/2020 MSTA12 FL108528 ESR-2105 12/3112020 MSTA15 FL17244.18 ESR-3455 12/31/2020 MSTA15 FL10852.8 ESR-2105 12/31/2020 ......... ................._........................................................._..............._........... MSTA18 ......__..............i.................................................._.........................................-....................................................,........................................_....__......................................._..._... 4.i8 ESR-3455 12131I2020 MSTA18 FL10852-9 ESR-2105 ..._.._..................-..........._. it 1imi 020 MSTA24 .1 ]2 FL17244.18 ESR-3455 12/31/2020 MSTA24 FLI0852-9 ESR-2105 12131/2020 ........_ .._.... _ .............I..._..._.... MSTA36 _.._ .. ..._ ........ FL17244-18 _._ .. ......._ _.. ...._.... ESR-3455 i2/-ii2020 MSTA36 FL10852-9 ESR-2105 1213iI2020 MSTC40 FL17244-26 ESR-3455 12/31/2020 MSTC40 FL10852A1 ESR-2105 12I3112020 ...... MSTC52 ................ I..........._.................._...................................................................._.................._......................................................_..._.......-.......I........._............... FL17244.26 ESR-3455 12/3112020 MSTC52 FL10852-11 ESR-2105 12131/2020 ............................_...._-..........................-. _. MTW12 ...............,._............_....._..........__................_.._..................................................................-...................................__.........................,.............._..............._....................... FL17244:8 ESR-3455 12/3/12020 MTS12 FL10456.33 ESR-2613 .............................:_......... 12/31/2020 MTW1fi FL172448 ..................... ..............._........._.........__.................................-._..._...._........................._._....._.................. ESR-3455 12/31/2020 MTS16 FL10456.34 E SR-2613 12131I 120 MTW18 FL17244.8 ESR-3455 12/3112020 MTS18 FL10456.35 ESR-2613 12/31/2020 MTW20 FL17244-8 ESR-3455 1213112020 MTS20 FL10456.36 ESR-2613 12131/2020 - MUGT15 FL172403 5 ESR-3447 12/31/2020 MGT FL11470.9 SM200803 12131/2020 NFM35X12 FL578-21. Evaluation Report 12131/2020 MBNA3.56111.25 FL13904-6 ESR-2616 12/3112020 NFM35k16U FL578.3 Evaluation Report 12131/2020 MBHA3.56116 FL13904.6 ESR-2616 1213112020 PAU44 FL17239.13 ESR-3449 12/31/2020 HDU2-SDS2.5 FL10441.4 ESR-2330 12/31/2020 ................................._R._..............-....._......_................................_..........................._.,......._.........................................................................._.............................._................................._........................................_...-.........-.........._..........._................. P U66 FL17239.13 ESR-3449 12131/2020 TV 96 GL 3.5 FL10667-8 ESR-2615 ........................................... 12131/2020 _............-......................_...._.._._..........-................................._.........._F....................._......................................_..._............._.....-.._......_.._....._..............._.......-._..._............._...................................................._...._.................._................................ PHD2A ER-0200 12/31/2020 FGTR FL11473-2 SIM200802 ........._............,......._.......... 12131/2020 PH)4J3516_....._...._......... -Li7219..3................_. FL17241.20 ESR-3444_.............._..._..._-...._.._....-......._....._.. 12131/20M CS16 FLI0852.1 ESR-2105 12131/2020 ........................................................_...__ RFUS ...............__.._..._...__............_........_............_......---.........................__•...---.-....._...._..._...._....-...................._...._..._.._.__......__.......,.._........---_...............,-.................._.....--_.......... FL6223-5 Evaluation Report 12/31/2020 11 FL10456-5 ESR-2613 .... ..._.................._..............- 1213112020 RS950_........._.._........................__._........-FL17244.27............................. .........._..._................................................................................................................................................I ESR-3455 ,....._._.........._...._........_.... 92131f2020 H10 FL10456.6 ESR-2613 12131/2020 .................._...........................:........._.........................................._....._..........,..............................-.............._........._......._..._.._.__........._.........................._................_........................................................_....................__.._............-.........._......._............. RT15 FL1723&3 ESR-3448 12131/2020 H10-2 FL10456.7 ESR-2613 ..................._...._..............I. 12/31/2020 ............................. ..................:.................................................................................._...........,..........._...................._............................................................,..............,................................._................................................_.......... RT16 2 FL17236.2 ESR-3448 _................_........................ i213112020 H10A FL10456:6 ESR-2613 ................................._.......... 12/3i12020 ....................................�1..............................................._................................................................................_._,..............................................................................,................_...............................................I.._...._.................... R 6A FL172362 ESR-3448 _...................._I-................ 12131/2020 H3 FL10456-13 ESR-2613 ............................................ 1213112020 RT3A FL17236.3 ESR-3448 1213//2020 H4 FL10456-14 ESR-2613 1213112020 RT4..........._ ........... FL172363 ESR-3448 12/3112020 H5 FL10456-15 ESR-2613 1213 t2 6 RT5 FL17236.3 ESR-3448 12/31/2020 H2.5 FL10456.11 I ESR-2613 12C31/2020 ....................................................................................................................................._...,..............................................................._..........._.....................,............._..............,......................................................._................-,....................-....I._.__...........- RT7 FL17236.3 ESR-3448 12/31/2020 H2.5A FL10456.12 ESR-2613 ...........,.,......._...................... 12P31l2020 RT7A FL17236-3 ESR-3448 12131/2020 H8 FL11470-3 SIM200803 12/3112020 ........................................................................................................................................................................................................................................................................................ RT8A FL17236-3 _._................................,......,................._.................. ESR-3448 1213112020 SPi FL10456.41 ESR-2613 12131/202tt SPT22 FL17244-30 ESR-3455 12/311202D SP2 FL10455A2 ESR-2613 12/31/2020 ............................................_.... SPT24........._.._.__..................................FL17244.31 ......... .............I.._._ ._..-................._..............._........................................_...._...............,............................_.._..._..._........_................._..._.............._...... ESR-3455 12/31/2020 SP4 FL10456.43 ESR-2613 1213i12020 ........................................................_.................._._............._..,............................................._......................._..................................................................._......................................_......................................._......._...__........_.............._..._.._......._........_..- SPT4 FL17244.32 ESR-34 55 12J3112020 SP6 FL10456. 44 ESR-2613 _..._.......... 1213if2020 SPT6 FL17244-32 ESR-3455 12/31/2020 SP8 FL10456.45 ESR-2613 1213112020 .................................................................---....._..........__......_.._.............._.........._................,...................................._.._.._......-...._._..............._.........._.............................-..........................._.._.......---......................................-.......-......._............ SPTS FL17244.32 ESR-3455 32i3112020 SPH4 FL10456.46 ESR-261 3 ......_..._..._-,...._................ 1213112020 ......................._.._................_._......_..._..__...-.............._...................................._......_....,..._.................._...._............._..........._.._..................................._..._.........._..........._..................--........................._.._.-............................._..._.._.....I............ SPTH4 FL17244.32 ESR-3455 12/31/2020 SPH6 FL10456.47 ESR-2613 .........._...._-......-........_...... 12131/2020 SPTH6 " __......_.._ .._.._.......... FL17244.32 _. _. -_ ESR 3455 _ 1213112020 SPH8 FL10456-48 ESR-2613 112/3112020 ESR-2549 1213if2020 .. SUH24 ...................... . FL1 ii3 ......... ...... ESR 3445 ............... 12/3112020 HHUS282 FL00655 31 ESR-2549 12131/2020 THD28 FL17232.16 ESR-3445 12/31/2020 HHUS410 FL10655.4 ESR-2549 12I31MM ...... iD -- ..... ...i Lti 23216........................ .............. . ESR-3445 ..... ....,- ..1213112020 HGUS525/12 171-11468-11 SIM200804 12131I2020. THEW0 FL1723216 ESR-3445 12/3112020 HGUS414 FL11468-10 SIM200804 12131f2020 THDA12 _ FL1723216 J ESR-3445 ....,.. 1?13i12020 HW&SDS3 FLI0441-1 ESR-2330 12/3112020 THD612 FL17232-16 ESR-3445 12131I2020 MSTAM24 FL11473.19 SIM200802 12J31/2020 ,............................................................._........_..........._............................................_.._...._ THDN4i4 i......_.._..._............__..............__...._.._.-.._.._......_...._......_.._._........._........_....................,._...._...................._.............._......_..._._..__........__.................... FL1723217 ESR-3445 1213112020 MSTAM36 FL11473-19 SIM200802 12f31f2020 ....................I.......................-...... UGTS3F FL2033.1 Evaluation R ort ..................__........_....._..... 12/31/2020 MSTCM40 FL11473-19 SIM200802 .._........__......_..................... 1 31I 2/ 2020 .......................................................___....-......._..........._...............,........._.......-......_.....g........................................_........._..._......................_................._...,............................_e.P................._......................_I........-.............-. UPHDB FL17219:5 ER-0200 _. -. 12/31/2020 HHETA20 FLI1473-9 SIM200802 1213112020 ..............................................-....._.._..I....... - ..........................._.._..............._...........____.............................-_..............._......._..............._._._......._.._........_...._....._.._................... - - LGT3DS -S25 FLI14707 SIM200803 .................................. 1./31I 2 2 200 - - - LGUM262 FL11473.12 SIM200802 12131/2020 July 8, 2020 PRODUCT APPROVAL N SPECIFICATION S EET 2018 As required by Florida Statute 553,842 and Florida Administrative Code 98-72, 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 Category/Subeate ory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS A. SWINGING ThermaTru Firber-Classic and Smooth -Star ON-IMPAC FL20461.1 + 7 67.0/-6 .0 psf 12/31/2021 ThermaTru is and o Firber-Class) a Smooth -Star (NON -IMPACT) ( � FL20 1.6 46 +67.0/-67.0 psf P 121 1120 3 21 ThermaTru Firber-Classic and Smooth -Star NON4MP C h ( A T} FL20461.9 67.0/�7.0 psf 1213112021 ThermaTru Firber-Classic and Smooth-Star(NON-IMPACT) FL20461.14 +67.0/-67.0 psf 12/31/2021 Therni Classic -Craft and Benchmark FL15225.1 +67.01-67.0 psf 12/31/2021 ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 psf 12131/2021 ThermaTru FiberClassic, Smoothstar, ClassicCralt, Rustic FL7640.1 +67.0/-67.0 psf 12131/2021 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 40.0/-40.0 psf 12/31/2020 PGT Series 5570 FL251.10 4114/2021 C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psf 5/2112028 Clopay Building Products Residential WindCode Doors W5 (16X7) FL15279.53 30.0/-30.0 psf 5121J2028 Cloplay Building Products Residential WindCode Doors W6 8X7 FL15279.85 +38.0/42,0 psf 5/21/2028 CI ay Building Products Residential WindCode Doors W6 (16X7) FL15279.102 +37.0/-41.0 psf 5/21/2028 D. METAL LOWERED DRS Curries Division ofAADG Inc 607 707 727 747 and 847 Single & Pairs of Doors FL11537.1 N/A see inst sht 12131/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.0/-55.0 psf 1018/2023 PGT Series 5500 FL239.7 7/30/2020 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.01-50.0 psf 2/16/2024 C. FIXED MI Windows and Doors Series 185 FL15349,1 +40.0/-40.0 psf 4/3/2023 PGT Series 5520 FL243 4/30/ 2 025 MULLION D, MUL N Windows and Doors MI In Series 57 Sere 64 FL 5353.2 1 N/A 12/3112020 PGT Series 5500 FL261.1 N/A 5/26/2021 E. OTHER 3. PANEL WALL James Hardie Building Prod, __ Cempiank Lap Siding and Hard(ePiank Lap Siding FL13192.1 - FL13192.2 A. SIDING N/A 12/31/2020 B. SOFFITS Alside Solid and Vented Sort FL15272.1 - FL152722 +70.0/-70.0 psf 12/31/2020 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2022 B. UNDERLAYMENTS Tamko 151b Felt Underiayment FL12328.6 N/A 10/18/2021 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL169%1 - FL16918.4 N/A 9/9/2026 Florida Metal Products, Inc Vent RV 10 FL21580.3 N/A 12/31/2020 Lomanco Inc DA-4 Exa t hus Vent FL17202.1 N/A 7/10/2021 E. ROOFING TILES Borai Tile Villa 900 - 7849.27 F 7849.28 F L L N/A 12/31/2020 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/31/2020 F. METAL ROOF Gulf Coast Supply & Manufacturing, LL 0.032" Aluminum Gulti-ok 16" wide roof panel FL11651.2 R3 N/A 4/12/2024 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 NIA 12/31/2020 All American Shutters & Glass Galvanized Steal Storm Panels FL17869.1 N/A 12131/2020 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart -. ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITVBuilding Components Alpine Truss Plates FL1999.1 - FL1999.4 NIA 12131/2020 MITek Industries Inc. Truss Plates F L2197.1 - FL2197.5 N/A 1/1/2023 C. ENGINEERED LUMBER ertaeuser Rim BoardLVLj PSLtLSL FL6527.1 - FL6527.5 N/A 3131./2021 _Weyerhaeuser D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A 5/2112022 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 N/A 512512024 -4-10 N to -Cu O -,. r U ^' W O V L/� YL Q O O i C .CM CQ U -0 N 0- Cn N CCU O CB -0 -0 O C Q t` O Ct3 O _I-=+ LL �O - CO > .SQ N - N to E O N -6-0Q C6 O F- CU -0 .= W Q 0 Q z z W J C/) (1) E -,.4 0 Z W im M > 0 > CDL 0 CD L < L. U O < (1) i V M m F- 0 L L w 2 fin, Q W Z z Q J (Z SHEET NO. PA 1.0­ Florida Department of Business & Professional Regulation Page 1 is Florida Department of Business & Professional Regulation Paw Sot 6 Building Codes and Standards 12122018 Building Codes and Standards 12n2/2018 Florida Department of Business & Professional Regulation P401 Oil Florida Department of Business & Professional Regulation P.ge I a t �e (3) (� Product Approval Application Detail Building Codas and Standards 1/arJole Building Codas and Standards +/and+e � O Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail CD 3'. - o Entity or 2& 2g1e_ list, PendMd g]tp, Cade EntlN or Lig(g t�y(q Date P dlna (Late 1gy82SFR4 W /1 I..L =ypa version Revision 2017 Manufacturer Therma-Tru Corporation Contact Erchalir & Liceme Validated By Rick Wngnt Lyndon F. Schmidt, P.E. Ryan J. King, P.E. Validated submitted 10/162017 07/122017 FBCAooroval 10/182017 Abprovad 12/122017 status Approved Tvpe Version Revision 2017 Manufacturer Therma-Tru Corporation Contact EnalneerBLl se Validated By Rick Wright Lyndon F. Schmidt, P.E. Ryan J. King, P.E. V isldM,d Submitted FBCApproval Aoo�o-ol 12/132017 12/13/2017 12212017 02/132018 smWa Approved 2� Versioni Entice, or 20 go case Paind- l 20 � aitga 91811 �! varied -la g 2900 Yl 20 20 - 20 •>„/� Category: Exbrlor Doors (419)298.1740 PE-43409 (813)767-6565 Category: Etterlor Doors (419)298-1740 PE-43409 (813)767-6555 �! v vff11� w . � tl YOJMW FBC AOdraval Added elf" U � � .}d Subcategory: Swinging Exterio Door AssemNles rickw@lvibldgconsultanls. SubOazeBory; Swinging Exlerlar Door Assemhles rickw(probldgeonsuitams. Review 2017 Tharrne-TN CorporMial Wale Wright National Accreditation & Ryan J. Kip, P.E- 12/202017 OB)212017 121=17 Approved Revision 2017 Themes-Tru Carbonation Calsaery: Exterior Doors Rids Wright NatioulAmmdVj* n 8 Ryan J. King, P.E- 29e-1740 Management lesdiub (813) 767-6555 12J20/2017 0&Zv2077 12272017 Approved Co Cn Com pl ance Method: Evaluation Report from a com Compliance Method: Evaluation Report from a com Cato": Exterior Doan awaiting (419) 298.1740 Management maltuts (813) 767-SM5 dcaw®nvbklgoonweanb. SubCWgary: Swinging Erirbr Door Assemblies (419) dconanvObpmnautama. Florida Registered Architect or a Licensed Florida Florida Registered Architect or a Licensed Florida DubCia goy: Exterior Door Assemblies lzxn CasnpIWw Mashed: CedMcatiol Mein or Lbfkg can � `' V Professional Engineer 9 - Professrongl Engineer Mashed Certification Mark or us Co•>Planes #g V _ ® •try Al FLe204613a2 Products -. FU15a2a4t4ProduaM FL7120461-R3 Products '. O O Q,,11NA.-rice Apr Proved for Use Acts-d for Use Impact D,,I,n pualltyAssuance Approved for Use Approved for Use Impact Design )� )a" Accepted tar Use, IM= 22WO C5- = Seoa Prod,M Model. Nam be, or Name Them Fiber Smooth Producto-on.6on Contract Expirrtion Oat, Nominal 6M9;8 &quolNon-Impact&quot; Opaque 121312020 In HVHZ Outside HVHZ Resistant No Pressure Seai Product Model. Number or Name Product Description Contract Expiration Date In HVHZ Outs [do HVHZ Resl Rant P .... uns Jig( Product Madel. Number or Iles FbagNee Darr 12t312021 In HYM r r-(lz No Yes Resistant No P- WA 22" 5 Product MadL Number or rYme BglrotSrnoo6rShr&tFaF 6,qua;Benchmark b9 leodualt„ Brat 0Opaque Glazed Fleergleaa Door with 12131=1 In HvHZ, CAAS111411,-IYNZ Ramblut P-- No Yes No WA O 11 - 1 a. a-Tru -Classic and -Suer No Yes WA 1 a. Thenna-Tru Fiber -Classic and Smooth -Star Nominal 6&a39;8 &quotNorHmpad&quot Opaque 12nl2021 No Yes No NIA t a. BgmtC1sw;*Cra%l q and &quoL9enchrnark by be anti &U Opaque and G4ud with e. ant Thanne Tru&quar, and and adelw. Insw4lg Oatwag Composite Edge Fiberglass Single Door Composite Edge Fiberglass Single Doo Therma•Tm&gwt and wdhW Skalds. Inewsg and Counting end wdhout and O /�� (Inswing/ONwi srg; X configuration) (msMng/outswmg; X comlgutdon) C \J O D Q 6 f. The-Tru Flb -Classic and SmodFtStar Nominal. 85ut39;0 &quotNon-Impact&quor; Opaque 12/312020 No Yes No NIA 6 f. ThermaTru Fiber -Classic and Smooth -Star Nominal 88&r39;0 &quotNun-Impact&quota Opaque 12/312021 No Yes No WA composes Etlge Fiberglass Single DoorComposite Etlge Fiberglass Single Doo �1 L (Insving/Outming; X configuration) (Inswing/Outswing; X configuration) (n W L }r (%� Q 9 I. Therme-Tm Flber-Classic and SmaMn-Star Nominal BM9;8 &quotNollmpad&quot Glazed 12/312020 No Yes No N/A 9 i. Thermo -Tau Fber-Classic end Smooth -Star Nominal 6&#39;8 &quol;Non-ImpaR&quot Glazed. 12/312021 No Yes No N/ Composite Edge Fiberglass Single Door Composite Edge Fiberglass Single Doa t� Qnming/Oulswing: X configuration) (insvang/outseing; X configuration) ^ f ^ i1 v J 14 n. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&r39;0 &quotNon-Impact&puot Glazed IW12020 No Yes No WA n, erma• ru sr-ss c a ma om quo on- mpa qu ;. laze o e Composite site Edge Fiberglass Single Doo Compcsfe Edge Fiberglass Single Door pnwing/OuisMng; X cmVigurahon) (Insxing/Outswing; X configuration) Florida Department of Business & Professional Regulation Pope 2 a2 Florida Department of Business & Professional Regulation Pap, i al Florida Department of Business & Professional Regulation Page 1 cwl Florida Department of Busirless & Professional Regulation Peas i of t Building Codes and Standards t2m2020 Building Codes and Standards 1,60018 Building Codes and Standards liswe Building Codes and Standards Immis Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail FL#15332-R5 Products - ) FLa25+4Ha DraitNAssaranca Approved Fa Use Aporovetl for Use i-�� fiaayf g1M Qf! 29L 292 � fifl� gft gta Oft � Sradt Eft gft � � Sao Product Model. Number or Name Product Descrlptlon Contract Expraion Oate in HVHZ Outside HVHZ Resistant Pressure 11211 venwan Corded Encinser & VYMabd BY Yfld" Sulsoilllbsil FOC Aonroval AB➢censill pas. 110111 Y!- Corded Engineer & Lleae. VMldgied By V Nd bd aldanaed FW Aixeraysil Assislived NOR BM vmtea Manufacture, Eack x a-LI- vatted 01 Yfldfffi lwmdm ffffi.&WIaN &W@Qd ANA I SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 1213I2020 No Yes No NIA Rio alan 2017 Cbpey Bulbag Products Company Merle wila arlew ImenWc Testing Services NA, Gary Phahar 112W2017 08110=17 12A&r2017 Approwl Revsion 2017 Clop ry Building Products Carpany Max VWsbrAeltl atrWC Taatag Services NA, Gay PlushNr 11292017 DBH02017 12AOSMII Approved Revision 2017 PGT kw usbin Dean Ruark MWnFDed. BCCO-CER MIsmHDah BCCO - VAL 12202017 112&2017 122&2017 Approved 2 SERIES 420 ALUMINUM SGD 1453/4&quot�50&quol; NON -REINFORCED SERIES 420 ALUMINUM SGD OX XO, XX iWIR020 No Yas No N/A Cgisgory: Eaz•mr Dmrt (513)770-60M Ire. (513)5194IN Caegory: ExMrbr Dons (513)770-6M ear. (513)519.81M5 easel ExbWDoan (941)486-0100 (7W 31525W 9G&duct X60&quot:NON-REINFORCED twubCaM9M^• Sectional Exbrbr Door Assemblies naru(erfleb�cbpay.00m eubcatagpry: Sooiornl Eabrkx DmrAssemt4Ns mtwata+lsM@doWyconm BubCsYpory: Sidig Exbrbr Door Aseembles dnrorkQpptlndualrbamrrl 3 SERIES 420ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OXO 121312020 145314&qua;x96&quint No Yes No N/A Copnprerla sashed: WIllicedon Mork., Lsting Compliane, Mashed Certification Mark or Listing Coagearce, Me*.& Certification Mad or LWrg 4 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OX, 121312020 No Yes No N/A FL#162ZDM productsFL&Y67Jl2e FAXAV11,111111 Products Pmdcft XO, XX 95&qud;x96&qud, Quallts, Awnerannin, ADjagired for Use Appended for Use keRimi aid= Qudb Assurancia AparearinsillorUmAonraved.for .Use I!➢devE tales guests, Assurance Apprainsel forApproved for Use Imdtai gaiaa 5 SERIES 420ALVMINUM $Go REINFORCED SERIES420ALUMINUM SGD REINFORCED XXX 12p12020 No Yes No N/A age Conn In HVHZ 1 a� AKI i InWAU t�f PressYR 1�2 InHIVHZ ouhdhHVHZ I I� I43&qud;x96&qud; 37 037 V45-09 PAN-2Fi51: 84A, 04, 73, 75, 1500, 190, 76, 78V, 4RST, 4RSF, Spat, SRSF, 2RSr, 46, 42, 66, 48B, Steel Pan (min. 25 gin) Sago -Car (up to 9'T wile) OMZ12M VANDCODE&e174; INS Garage Door No Yes No +3D Fill PSF 53 063 W6.16 PAW2F163: 84A, 94, 73, 75. 1500. 190, 4RST, 4RSF, 6RST, 6RSF, 48, 42, 66, 4�, 428, 665, Goss, Steel Pan (ma. 25 it Double -Car (9.2' W 11IT' 05212028 wit) WINDCODE&ei74; INS Gerege Door No Yee NO +30 PSFF30 PSF 10 Moped) Vinyl Sliding Glass Door W 14rml Yes Yes Yee WA 429, 55S, GDSS, 006SV, GR5S, GRSSV, ARSE, AR5SV, GDSSV, Gill GR51l ARSS, ARSSV, EDSS, ED53V EDSS, EDSSV Florida Department of Business & Professional Regulation P" 1 aI Florida Department of Business & Professional Regulation P.ge 2 d3 Florida Department of Business & Professional Regulation pass f of Florida Department of Business & Professional Regulation Pa" t a 1 Building Codes and Standards 115r201e Building Codes and Standards 1202020 Building Codes and Standards 10SWIa Building Codes and Standards U nalf, Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail FL&115374R7 FLa17499-R5 Nadlms - FLMel79Jte Seo # product Model. Number or Name as aaar CB Product Description Contract Eminllon Me Approved for Use Approved for Use I P--ci In HVHZ Outside HVHZ Resistant 229M Pressure lad! EmIlly tit gait 2111111 paw Pending lift E,,M 9r oft go Data PM- 2 ilN*,.ar 21t 20 iMR in vnFkd telauhwww Enrinser&IJune. Vatlhted By vdmap )Jdlfate9 FBC Approval Approved to& 2 185 SH 52x72 Fin/Flange Frame IG/SG Single Hung 10/082023 No Yes No +fi0/-60 Type version Overact LBOIOtlf3 LiWNB Voud.re By validated $JlQfated FW ApprovalA� mom I7@t versionSgnaf Engineer&Li4anit Volcanic! Va-19�4 s fW approval mQ@Sd Am& Revision 2017 CURRIES Division ofAADG, Inc Deck Dave Ul. LLD Ted Balmer, PE 11/3 =17 10=017 IZD52017 Approved L minded Glass Reviebn 2017 Cbpely Butdkg Products Company Mark Walt rfield Interlek Testing Semioee NA, Gary Pfuehler 1128/2017 08/70=17 12 )5=17 Approved Nevlsion 2D17 Cbpsy Building Products Company Mad Wesleruld Inb+bk Testing S-lose NA, Gary Pfuehi r 11/21 17 OW102017 12/052017 Approved Category: Exterior Door (041) 400-2844 (30b) 0684707 (S�jInc. (513)b1gA688 m. SubCmgay: Exenor Door Compa ants w daAsdoQeasssbby.m ardCelsgpry: Section la Exterior Door w Aamtles starli ���� SubCategory: Sectional Exterior Door Assemblies mvnehmeMadopaymm . Compgane, M.sha od: Ctllluorina tlon Mark Using CoptlNma AlMho& Cerdfcation Mad or Listing CmVftnee Meshed: Certification,Mink or Llstfng F1N 15374U Produces FL111162711,11M Produces F12182794til Produces l� Awl PfMa AserewA IatDOS W Use gl�dl-tt17II l®Plffi FlirtationsPLHIIa 2esea age Produet YohL Num6.r ail Nona QueDb Assure 1 END t{�l Approval Nz Use A aLrl� �Idl-ti�i 11� 1 DOOM P� AgaPlodupt Ypd.L Nunrb.r or N.ers P Approved for Use Approved for Use sdla3 Ia!!� fI�L e� Palestine 1 607, Tor, 727, 747, and 847 Single and Pain of Doors Flesh, Glared, and Louvered smile and pain of 12/312025 Yes Yes Ye. WA 88 085 VV849 PAN-2F153: 73, 75, 84A, 94, 42, 48, 42B, 486, Sawl Pan (min. 25 tea) SinglPCar (up no WW wide) OW 2028 No Yes No +38 PSF/.l2 102 102 V48,16 PAN-2F1S3: 73, 75, 64A, 64, 42, 41 42& 48B, Steel Pan (min. 25 gin) DoublaHCar (92- to 16'2' o62+2028 No Yes No +37 PSF/-41 Cz holew netat door. 41RST, 6RST, GD53, GRSS, AR5S, EDSS WINDCODEW174: VVS Gang. Door PSF 4RST, 6RST, GOSS, GRSS, ARSS, ED5S wide) VMNDCODE&e174: We Garage Door PSF Florida Department of Business 8 Professional Regulation Pega 2 pf2 Florda Department of Business & Professional Regulation P.g.2 oft Florida Department of Business & Professional Regulation Page I a t Florida Department of Business & Professional Regulation P., I d 2 O Building Codes and Standards rza ozD Building Codes and Standards 527=0 Building Codes and Standards 1/5018 Building Codes and Standards 112012020 Product Approval Application p Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail �_._ _ m... ,.t ... _ FL4M5351-R7 Products _.. ,.� .. Code EneN ail � Af_te Data Pendlna Dale S.,,i ]Yea YJlralan EtanW&fdY01C Emily or Contact _anger & Lle.raByafidaw ev �jp geld Data Pend no 2,v Y&9delad ald96gaad FBC Approval Ali9raYed status afmLda. gait gf4 late.t�mem g� Oualpv Aswrance Approved Iw Use Approved for Use �,p,]g), D.W. cz Tvce Vardon Manufacturer EriolneerBLiceree validated By rren tSt YeIldgCt2 SUhmlmed Fat, Approval Aporovetl 9aus mg version l � y gv Y $Yin ��prord lma Samar # product Model. Number Name Product DescNd Contract Data in HVHZ Outside HVHZ Resistant Pnswre Revision 2017 Mlegory; enotws Brent eleven M. Urich, PE Arrs O6/04/2019 D6fJ42D79 O6IC 7/2(119 Approvetl Revision 2017 PGT lndudn<s Jens Rosowskl Mlaml-Oaoe eCCO -CER MIamFOade BCCO - VAC 07i25/2020 01272020 07J28f2020 Approved Revision 2g17 POT Mtlua6W Dean Reed MhmFDade BCCO-CER MbmFDWe BCCO-VAC 1220I2D77 12N8201I 12252017 /ppfpved 1 F ra Glass 151202lan Y 365-30 Manufacturers Assocla Category: Vlndvws (T17)365-3300 Manufecturen Assmletlon (717)317-0454 Category: NAndows (941J 486-0100 /766)315-2590 Subcategory: Fixed posousMMpgOndustrI cebgay: wkw- (941)486-0100 (78a)315-259D Subcategory: Flzed bsiblmi.i- irlwd.con Compliance Method: Certification Mark or Listing on, DubCalegay: Single Hung druak@ppWMua6isl.mm FL#15349-R12 Canpllance Method: r-lifcaion Mark or Listing Products FL#243-R22 Products - _ Coshpanc�e Rk&od C.r+McaUm Mark or Labig Quality Aswrance Approved for Use Approved for Use Impact Design Se # Product Model Number or Name Quality Assurance Excitation e Produc+ pescrl lion Contract Ex Od A-ved fa Use Aoaoved for Use Jmoa<t In HVHZ Outside HVHZ Resistant Dail, Pressure Ala .apt! 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Wnd0413C202b Yes Yes Yes N/A 1 185 PW 73 z72:Insulated Guess 04/032023 No Yes No +60/-00 7 SH.4500(Large tissues knead) Vinyl Single Hung Window 07P3w= Yes Yes Yes WA Florida Department of Business & Professional Regulatiot Pep 1 at Florida Department of Business & Professional Regulation P.ge I of Florida Department of Business & Professional Regulation Page Of Florida Department of Business & Professional Regulation Page I f t O }a Building Codes and Standards +arJole Building Codes and Standards 120=e Building Codes and Standards 111140111 Building Codes and Standards Ifimle 0 n Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail (+ r- F1.111113411,11011 a 21M g1k 21M FL#75353-R4 Products QuatfN Assurance Apm,,0 for Use Aporcyed fa Use Ian Deft Dealer Ft12NRt1 gi g gay late ggtep�gg Oft F1J7]tt2-R5 i8de Entity or glte go g1kfto din late � rn V / mm! version Vmukctuw vlAdMld $ldtaildkd lrW Ancrovel AEmnd 222A o c 11W vl111Q0 Manufacturer validatedit voided l b MW F&CAwraval Approved dteSt -Tw verilgII Bar ggltll6 amicaara!Jame X IDC VIWtd alb MW F90 Aggrieved All" - 5764 Voticai Aluminum MUlGon 12/J?RC20 No Yes Yes NIA Rwlsbn 2017 Tn.ma-Tru Corporation Rick VN)ght Lyndon F� Sdunics, P.E. Ryan J. King. P.E. 101182017 1011/12017 10222017 12/122017 Approved Revhlon 2017 POT aduaVb Dean Ruark MIamFDad. BCCO - DER MIamFDad. BCCO - VAL 12105=17 1111872017 12109=17 Approved Revision 2017 Jomae Hardie B Pradxb, Inc. Paps" Zhu Ronald I. Op►rrs John 6outhara, P.E 08252017 06100=17 OB2a2017 1 UIOM17 Approved Celpory: EelDpon (41B) 298-1740 PE-03409 (813) 787-0566 Subcategory: Swringag Extedw DwAssemblies dticrr@Midgmnaul ants. Catgory; Wadu Music" BrrbCateens (941) 486-0100 (786) 3162590 dnrak�pgtiedwtrfes.com Calspory: Perel Waa ing ( ) - 4 pl =ed" ovenhar compfena Method: Evaluation Report lrorrr a mrn Ww& Co•pifnlc. Matlrod Certification Mad Or lletirg Caapearha Mashod: Ewlwtbn Report hdn a tlle.oan Fbdda Registered Amhlled or a Uoented Florida Fbrld&�a R�egisteretla Architect or a Llanend Farda O Probsabnal Engineer P1J281-R11 Produces Professional Engineer FL87111411,1111 Products lag( Prods Mehl Nrwhsr a last QLWb A- i Atg Approved W Use 1. 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BM VKIIW ! S� ao,a�.&L4� v�a1t Yaw" a FWApproval Approved d la Ilw vwsiw Erow [.a-Lluao Vasd.rdBy v 41�daitd PWAngroyM A� Am& Iyns vorww IlYmfacww colleernr lact Eminent yy�, V af1,>�t FWAdua1W Aua�d fasts L.LI Revision 2017 James Hanle But0ing Products, Inc. RngsMng Zhu Raab I. oilseeds John Southard, P.E. 08252017 081092017 08W=17 10M02017 Approved Revision 2017 James Handle Suedsng Products, Inc. P-xgelieng Zhu Ranted! I.Opavve John Southard, P.E. 08252017 08/0W2017 0g282017 10/102017 Approved Revision 2017 Abbe Nick Thompam Lyndon F. Sdsnid4 P.E. Ryan J. Keg, P.E. iQ 42017 1 W032017 10/112017 12/122017 Apple vW Revision 2017 Abbe Nude lhwrpw Lyndon F. Schmidt P.E. Ryan J. King, P.E, f QM42017 1118=17 101112017 12/122017 Approved Caapory: Penh Wells (909) 340-2927 PE-24121 (352) 367-2626 Category: PWW WIN (9081349-M7 PE-24121 (352) 367.25Z eelegory: Panel Wage (330) W4389 PE-43409 (813) 767-0655 Category: Pa 3 ) Subcategory: Siding pinp.Mng.]hutiJamaher BuhCatgoY: pingstenpshu®ylmseNr Sofiri ntllanpahQdsak+a.mm au�et0o9': �� ndanpemQaMbe.mm Cpeplis- Mashed: EvaluWw Repot from a dl..cem heat asrptlorlee IlsUhok Evaluation Report from a tlle.mm canCatepoy: CompNanee Matled Evaluation Report horn a et lack tun R sport from a Florida Reig'sa ed Ardabd or a Licensed Florih Florida Registered Atoheec o a Licensed Fipriaeg FloridaFbdda bleretl Architect a • Lker+sed Fbdh Fbrlds Ragtlered ArdlBpa or • Licensed Florida Z ProMdonal Engineer Professional Enp - Protnsionel Engineer Proftaafmat sneer Fli13191RS Preducb �ttaz� Fltilti2'ffi. Aooray.dWflee A aID� D W- FlM&yr2A2 Product Reproved forUse ApprovedWUes � P� Z age Prodat Modal. Number or Name Qualifier Aserariscon Product D.eortolbn S�m.ii a Apucved her Use, Approved In ar use tart If96aftf Dolan Pit 11911.1 WaWct ModeL Number or Mur A AQQ�Q.iaCi4e l� In HY_HZ g !mod 2E" Proteins $tea mom laseersedea Contest Expiration Bate .iae in SYtg Oublde HVIQ ) Peeler at1a2 Predret Martel Number or theme Coronet Exnlratlorl0ate $ IQH�Cf1Z �IIHVHZ f P1MM6a Q 2 HardrePank Lap Siding fiber -amen lap dating 12J31=0 Yes Yee WA WA 2 Hards.Phnk Lap Skiing Iber- anleM lap eekg 12212= Yes Yes WA WA 1 a. &quot2T6quot San Vent or Solid Vinyl Son 12/312020 No Yes No WA 2 b. SOua2laape T4&quot Son Vent w Sold Vinyl Son 12/3/2020 No Yes No WA J 11 SHEET NO. PA 1.1 N C_ Florida Department of Business &Professional Regulation Building Codes and Standards Product Approval Application Detail Page3af3 112OM20 Florida Department of Business &Professional Regulation Building Codes and Standards Product Approval Application Detail P,ge i of rm b-o Plaids Department of Business &Professional Regulation Building Codes and Standards Product Approval Application Detail Pal 1 oil ro 2o,e Florida Department Of Business &Professional Regulation Building Codes and Standards Product Approval Application Detail Pace 1m1 fiscal Ca � > („) -0 O c iiO CL ^^,, W •� "'�� � � � V Co �. 7•t V O O L •L' O O U— CU ti 0 /SS �f1 �E O • V' ^J L— ^ ` v_/ VUJ O � •� CC ` /O ^Q Y L _, _ Code Entity or - Data Data Data Peal Date LLM Version Manufacturer contact Engineer&License Vandal av Validated Submitted FBC Approval Anorsag Status Revision 2017 GAF Michael Stich Robert Nieminen John W. Knezevich, PE 12/11/2019 12/11mir, 12/182D19 ring FBC Appr. Category: Rochng (800)766-3411 PE-59166 (954)772-6224 Subcategory: Asphalt Shingles metlehQgef.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Flenda Professional Engineer FL#10124-R25 Products Quality Assurance Aporgvedf.r Use Approved for Use Impact Deslln Sea itProduct Model, Number or Name Product Description Contract Expiration Data In HVHZ Outside HVHZ Resistant Pressure 1 GAF Asphalt Rom Shingles Flbergtes reirdsrcab 34ab, laminated, 5-tab and 12J162022 No Yes NIA MIA hoMcge asphalt shingles .. ...,�..�'.. , -_€>k:'f4,,x'€ � z � rs�.. .. - �, x - ,�, .,,zY.� �.... z+.:t „'y' .. 2 3' �.,!�i� '`ids' .,...__l .�.�.- ,... :.n._ - _ e£+:.J-.. �w,Ts„ a -�Y. ->.. z�'w,e� a. _:_. K v5-.s:'._.,.. a,. '; s::..,� uC i s.+z..cs _ _:.max � k� ;- �' - «...<e ;,u#:u�'�S4`,u*��yY,,�� ? �<ry�'a.-:�'- ' »r n, � MIN « - - - - -L Code Entity Data Data Data pending Date Tie Versi tin Manufacturer Contact Endri... &License Validated By Validated Submitted FBCAnoroval Approved Star rs Revision 2017 TAMKO Building Products, Inc. Kent Eden Zachary R. Priest Locke Brnden P.E. 10/19/2017 10/052017 10202017 1Z112/2017 Approved Category: Roofing (417)624-6644 PE-74021 (334)300-1800 subcategory: Undialayments kerrl_ederetil com Cotmpllaice Method: Evaluation Report from a Florida Registered Architect or a Licensed Fledda Pdessionel Engineer Et#t232P-Re Prpducta Quality Assurancs Approved for Use Approved for Use sag # Product Model. Number or Name Product Description Contract Expiration Data In HVHZ outside HVHZ Resins to t Pmesirre � �g � g� Q�,�pa � jY,g version Mowbohm Engineer 11, License V§Ndgbod av Vsgdsbbd biliffitio Fill Amoval Approved Review 2017 LV. Thonpwn, Inc tans Thompson Arohhaebral Tony Christman Zachary R. PrWt Leda Bowden 10ry012017 10✓102017 1W172017 12/12/2017 Approved Me" CMpany(rAMCO) (813)248.3458 PE-74021 (334)300.18W Coagay: Roofing bnyoownouhmo".00m S„bCaWguy: Roo" Accessories that am an Integral Pan of the Roo" System Consistence— Wmod: Evalwtbn Report from■ FWAR PmofassforW Engineer Architectas Licensed Florida g QMWM.ANNUN Associated for Um Age m irmact � &a L ID.tiitiit 2wwdtlm atelmOt P-- 1 TAMCO Flat Top OR -Ridge Vent with Beffle for The 26 gar- static roof vemllator with baffle 081092m Ya Yes WA WA � f,�,g 2111a 21b 110 version NABONABB j jyic� ValidatedBy You" }WRomQ )FISC Aoomvld Approved low Review 2017 LV, Thompson, Ina dbe Thompson Architectural Tommy Chrion; n Zachary R-Prim Lola Bowden 1OMM017 1CY10/2017 10117*017 12/1212017 Approved MaWa company(TAMCO) (813)248.34N PE-740V (334)300-1800 Cassel Roofing to ortelatooMp.eom SubCab9ol Roofing Aaaaeodow that m an Integral Part oftin Roo" System Cortpitanos Mstlpc: Evalualbrn Report from a labrec itet4 a a Licensed Fbrida FRegAreh PmMsionai Engineer ' mLibB Ant evall far Uw � � I MA S j g 1 P_ 2 TAMCO Gooseneck Vent 28 ga, t19CW2D28 No Yes WA +W42.5 6 No. 15 UL Asphalt saturatedorganic fell 10/132021 Yes Yes N/A WA ^Co ` V .� ) Fit 4 Florida Department of Business & Professional Regulation Pegai ofI Florida rtrrtertt of Business & Professional Regulation DePa egu Peg., m, Florid De{tarttnent of Business & Professional Regulation P,ge, m, Florida Department Of Business & Professorial Regulation Papa, m, Building Codes and Standards mz019 Building Codes and Standards Inmial Building Codes and Standards veadla Building Codes and Standards tarmle Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail , a FL#IM&MFLMSI04ti Code Entity or Data Dole Data Pending Data Iyge Version Manufacturer Magi Enclneer & License Validated By Validated sgbmin,d FBC Approval Approved IYm Sao Version tteBl Entity or Cmnuct VaNdshod By 21M 21K Validated Subffi bd Oft ftndLm PAIDdmmlcd 21ft Approved arm& 226 Ilse Moral arts oft Evil or Rok 20k YBe Yalaklad 1tctmnbw Data pienifine 20t FIBC Approval Age MAN, RM I= Version llamdayunt Enft a l License yabdMed By 20 Vested 21k 20 igQmtlkd FOC Approval Arm amk Revision 2017 Lomenco, Inc Category: Roofing Andres Certar James L. Buckner, P.E. Steven M. Urich, PE 04/09/2018 12/182017 D4/152018 (501)982-6511 PE-31242 (717)317-8454 06/12/2018 Approved R-lown 2D17 L.V. Thompson, Inc. call Thompson Architectural Tony Christman Zachary R. Priest Lodes Bowden 10/10/2017 10/102017 10f1712017 121122017 Approved Review 2017 L.V. Thompson, Inc dbe TnemmDaom Architectural Tony Christman zamery R. Priest Lola Bowden 10/102017 IOMUQO17 10/17il 12/12/2017 Approved Revson 2017 Florida Mo l Produces Inc Clark Jones James L Bucker, P.E.1 Michael John RiMer, 102ra2017 10/06M17 10272017 12/'122017 Approved Subcategory: Roofing Accessories that are an ecarter�lomengo.can MstMS Conpany(TAMCO) (813)248.M56 PE-74021 (334)300.1soo McWe ComiITAMCO) (813)24&3458 PE-74021 (334)300.1800 C1019ory; Roofing tal7B3a400 CBUCK Engineering P.E. Integral Pan of the Roofing System Category: Raoeg 1onY®9ommetekos9rg won Cabgay; Roofing taty@9omeakoo8ng.com &raCalpofy; Booing Aamorlas that, am an damk®1lama.ram PF.31242 (881)4147667 Compliance Method: Evaluation Report from a SLOCals": Rooll Aoassoriss thin as an S,dCassgery: Roofing Accessalaa that m an ktbQal Part of it* Rosffrg System Fodda Registered Architect ar e Licensed Flords ktlagral Pat mtle Roofing System Integral Pan mthe Roofing System CompUa Mellsk Ewluatbn Report from a Professional Engineer Compliance Model Eveluation Report from a Method, Evaluation Reposehoof ■ Corlds Florida RnalEngin Architect as Licensed Fbmltb Florida Registered Amctmitect a ■ Licensed Fkaida Fbrida Reglabed Amchiect or a l.ioeneed Fbrida Registered Professional Engineer FL#172o2-R9 Products Professional Engineer Profeeskenai Engineer _ Quality Assurance Ap ins -if for Use Approved for Use Impact Design FLNIM24t2 Products FLiNG9184t2 Product, FLO219304U Products Sea # Product Model, Number or Name $oducl Description Contract Emlrallpn Date In HVHZ outside HVHZ Resistant Pressure 12aa Product Model, Number "Nome goal AmlEiMd Pam. 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Engineered Lumber RWad.Batdwln�'ueydma Compliance Method: Evaluatlm Report froma euler.ogm Product Eveluatlon Entity FL#6527-R70 Products - - F 159RP ptl um C9.m EntrsLe ! go Itm VmkD ctl[!t ,imMa4t ...Miyarr av' V iLIQIDIIkd FaC AeerovY Amlmtd .iteTlk Revision 2017 Cornesrdal Common omponsaft R 13)651 is TNUY n2 HUYNH John fkY 10H42017 10/132017 10282017 12112/2017 Approved Cabpay: Structural Conproduce (amsestu 3707 PE-80122 (362)fi8a4$11 NowTSubCaY9ory: Product Introduced a•Resuitm peQe4at01®yahpO.ggrll ��, C4mnpNutoe 9bes d: Evaluation Report from it Florida Registered Architect or a Licensed! Flakes Quality Assurance Approved fair Use Approved far Use Impact Deslan San a Poduct Model. 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