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HomeMy WebLinkAbout39728 Harvest Creek LnABBREVIATIONS 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 RIA or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Flr Sys Floor System RAD or Red. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FIR DR French Door RECEPT Receptacle ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foott Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BLK. Block GALV or Galy. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, R/SH or R&S Rod and Shelf BOT or Bot Bottom GT or G.T. Girder Truss SO or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SO FT or SF or S.F. Square Foot (feet) COFF or Goff. Coffered or Tray Ceiling INSUL or Insul. Insulation SO or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community KNVALL or KWall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Latin. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Boll LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Wr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam LINO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT orVert 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 ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PED or Ped, Pedestal WA or WA. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit Ht, Plate Height WM or W.M. Wail Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Mr. Finished Floor PW or P.W. Pre -wire WWF Welded Wire fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-8-15 2.0 FRAME -WALK REVISIONS 12-28-17 3.0 2017 FBC UPDATES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. 08-27-19 4.1 ENG. REVIEW FOR 150-C MPH 09-20-19 4.2 ADD 8'-8" ELEV. FOR TREVESTA ht.L WORK SH DES FL OftIma nL�.0MpLY V O QR®II11gNCES —•s PLAN pl, 1791 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 ROOF FRAMING PLAN 8 LINTEL DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3M MONO DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site: The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited 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 whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. e : •"' NSE� ro = fin of w U r� x CIfIfady . C9 NIIIIII1% 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 eth Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W LQv W 0, L, ajMM U_ a W N ° z �tLLL _zo rn $ n. W0 it W�co or 0 m m W °�& co LL d 04 fh o O J _ Q °" ❑❑❑ W J z a--+ f� N wir 0 W 8 N z � W _J E E 0 H� �� oa wa 0$ o �_ $� W .-C UYU Ott Z J 3 are �Z o W � U 8 U �W CD y LL T 21% U �i LN B ^, W m c LO � J M Qa_ ^C' W U N (O � Z N I\ I t7p � T Lo r Lf7 M r N E M c , N M Z° O E d W ` c a. U _J Q 0 JOB NO: 20-8081 SCALE : AS NOTED SHEET NO. C S cr M 17 0 3 a S3 O 35-SH ' CAFE FAMILY ROOM VG .= �\ VAULT. CLG. CARPET I CARPET PATIO T = ) M \\ T � 00 \t -- ------------------------------------ ----- 2:12 SLOPE I I I I i I 9'-0" I 3'-8" 2'-8" 4'-3" 6-10" T-7" 5'-0" 1�- I G R ER VENT S3 TH RU ROOF T 1`01 I rL- �T-------J-1 M (4) 2x4 #2 SYP law low I D.W.I O O STUDS W/USP7,, L _ 24 le .a HTT4@ BASE 1-2" j. 1 g• 8" 51 1 q N I OWNER'S SUITE ' ' ' 8'-0" FLAT CLG. I =W P NT Y N TI E CARPET Cl? T LG. RA G In � 9. 79 JO 9 TYP @ 1 STORY I 5-SH c' O 4 4 A - S3 60" X 36" R&S SHOWER a'-3 " 3'-8" I D FIBERGLASS SURROUND uj � 4068 B.F. LO N ' A O - 2668 -------R&S - - - 2668 0. BATH .... M '-0" FLAT CL.G. 0 W.I.C. TB 00 8' " FLAT I BEDROOM 200 CARPET AC PAD Alf ' O 8'-0" FLAT CLG. CARPET _______ __ R&S T 4-SH T EGRESS 25-SH 6O S3) M I I B 068 _ I ENTRY 8'-0" FLAT CLG. HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X8 #2 SYP W/ 1/2" eH2> FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) - 1 3/4" X 91 /4" LVL 2.0E Fb=2600 PSI H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) -1 3/4" X 71/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 j X 25 } S.H. 13 20 X 38 j 18 J X 371 S.H. 14 20 X 501 18 J X 50 S.H. 15 20X63 184X62} S.H. 16 20X72 184X71 j S.H. 11-12 271/4X26 26X25 S.H. 1H3 271/4X381 26x37 S.H. 11­14 27JX50i 26x50 S.H. 11-15 27JX63 26X621/2 S.H. 11-16 27jX72 26X711/2 S.H. 22 37 J X 26 36 4 X 25 1/2 S.H. 23 37 J X 381i 36 j X 37 3/4 S.H. 24 37 J X 501 36 J X 50 S.H. 25 37 J X 63 36 } X 62 1/2 S.H. 26 37 J X 72 36 J X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 J X 25 4 S.H. 33 54 X 38 j 52 J X 37 i S.H. 34 54 X 50 1 52 j X 50 S.H. 35 54 X 63 52 X 62 S.H. 36 54 X 72 52 X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. 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 Gass 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 Al doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" OA +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 OD +28.3 / -36.4 OE +26.6 / -28.0 F +26.6 / -32.2 OH SEE SN SHEET 66uzT H 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 00o 4-SH m to CD I I 1 IX-o'. C14 2'-4" C14 11'-10" 9'-e WALL LEGEND BEDROOM 4 I 8'-0" FLAT CLG. w = °P CARPET I w M O MASONRY HGT. @ 8'-0" A.F.F. I= 1 u- ` " TYP. 2x FRAME WALL col m ^ oal 00CID rot I 0 BEDROOM I INTERIOR BEARING WALL I I 8'-0" FLAT CLG. INTERIOR BEARING WALLS NOTED "FLOOR BEARING I l CARPET ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND I I REQUIRES NO UPLIFT CONNECTORS TO FLOOR 1 EGRESS SYSTEM 25-SH AREA TAB U LAT I O N 1ST FLOOR LIVING AREA 1817 LIVING TOTAL 1817 T-10" 20'-8" GARAGE 427 FRONT ENTRY 32 TOTAL AREA 2276 FLOOR PLAN 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 Me ELEV- B 1 EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) SCALE: V4"=1'-0" GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) NS Eo• C : •_� (b o ••' 40 F1.0 RO F E S S%O` f111l1111t,1 To the beat of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential Bth Edition. Engineer's signature and seal is only for the structural engineering portions of ft drawing pages bearing Engineer's signature and seal. W o co, 0 L4F C., N J 7u1� J # W 0) yn� LLLLa 4r, w vi cJo U. LL a a -i3rn Z 2 ow O O ILZ O1 0 LL a 04 M zz o 5 z cmZ; z J 13 v .8 :2-- o -8 • •j V) w c W U c¢ • Q � -1 N 74 co M .9 �L Ei E z a Zg �Q QN z• I-� � 'd oa ,k B S oN Uz ��0:Za N C �Y �0 oLL z Z 3 3 8 Z W co �w V r C �N = ai W cc C9 .> c LO cv _j co CN a r •� c c � _T N r LO TT i L o CO N r 0) N T E N M y z° z o a. U a o JOB NO: 20-8081 SCALE : AS NOTED SHEET NO. 1 KITCHEN ISLAND LM owl Li I M M- L , VARIES, 2" LESS THAN CABINETS BELOW KITCHEN Li I' ]I] iMLIU] 4 fV 0 OPT.CV REF. KITCHEN C oc 4 NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS MIRROR OWNER'S BATH MIRROR SHWR. SHWR. DOUBLE CURTAIN HEAD RODS VARIES / ROD z SINGLE 24" TOWEL BAR g w ON WALL ABOVE TOWEL BAR IN a. ROD TUB OR SHWR. TOILET TOWEL BAR a / ON BATHROOM WALL MEDICINE _ SHWR. o . CABINET 00 I VALVES _ _ TOILET ZD 00 I SOAP PAPER co c DISH U50 HOLDER rLID O � o in o `t �z 0z do t co O (V M O - 1 - 1 MM MM N TUB FIN. FLR. I j BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY z 60 BATH 2 INTERIOR ELEVATIONS. scue:,a"=V.o" 42" H UPPER CABINETS 36" H UPPER CABINETS — 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT o BRACKET 36' H BASE FINISHED CABINETS COUNTER TOP 30 H BASE O 00 U- in a CO O 2x r a L9 0? FRAMING 1 /2" GYP c? BOARD — T FIN. FLR. SHELVING CABINETS - 1'-2" •-bc� O O 1 N CV CV FIN. FLR. _ ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1 /2"=1'-0" Q. r NSE o G�QS% 4 F L. %�� R O F E S S\ O�\�� ` ls'fNotl 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 apnature and seal. p g N # YQ qbLo fE N OJ J W r W LL d C J W N `pWL` R a z 00 g � OF � N Lggco m °00: ° 0 �zO�jOrn 2 W Q a J Z LL p N co N O N M Q Z U ❑�❑ W z F, z J fl 13 U) h N z C9 4 — O -$-. to N W g C N = u) t Q W z � a� 4 `E a_® 9 * o U 8 0 a) t wg C w i18 3 g" � oLL alp L .> c LO f° M lie N a o m U r r � M rn � T z ' E 0 E 3 :o c a � JOB NO : 20-8081 SCALE : AS NOTED SHEET NO. 2 m M x 0 8 I N N a a- I (+1") 6" SMOOTH TEXTURED BAND T.O.M. -- HDR HGT_ FRONT ELEVATION - 61 24'-0" RIDGE VENT 12 5� r--ur---------------------------------------------------- r- r, 01 2,-0„ TEXTURED 01 CEMENTICIOUS FINISH ON C.M.U. (TYP.) SCALE: 1 /4"=V-0" ------------------------------------------------------------25SH ---------------- ----------------------------------------- — _ T.O.M. JHDR HGT. LEFT ELEVATION - B1 : 1/4"=1' F.FL. it 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. �`��111111lIltlff///�/ W \\ ``�� RO N Ca iie O F E S S I O` rrNlulill To the best of the Engineer's Imowledge, information and belief, the stnidural plans and specifications contained within #*as drawings comply with the ton Florida Building Code - Residential 6th Edition. Engineet's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H �m N 0 pC� N J j t�f� ,! J W W rn� LL-'U. a LL LL a 0 0Z zo g C W © Co cga,� a W z ILW N oCL ,� N Z y zN ocQi �00 W " Z Z � z� Q � Q) Z ■ OW in U • _ `c, M W 'a E 65 ao fgg, �aR z• Q E F Z ~ N o88 g �d r0 C C zZ zjY H� 0 OLL �F Z(n ♦yi W U �3 4L = 0 g gR sN = W ro 0 .> c Ln Cal N Y .-. a 0 0 /�to n�1 U C� W mO z Z O ccNp = oo 1 T r M" a E �' O C,)z z e E 0 m M c a pM JOB NO: 20-8081 SCALE : AS NOTED SHEET NO. 3.1 12 5� 5'-10" 1' pft--1-1------------ 28'-0" RIDGE VENT T.O.M. HDR HGT. 2'-6" TEXTURED O CEMENTICIOUS co b� FINISH ON C.M.U. Cp (TYP.) 12 �5 — _ T.O.M. J— — — — — — — — — — — --------------- HDR HGT. — EXTENDED OVERHANG TO BE CENTERED ON DOOR TEXTURED C CEMENTICIOUS ' FINISH ON C.M.U. 01 00 (TYP.) Co 25 SH 25 SH 5068 SGD F.FL. REAR ELEVATION - 131 SCALE: 1/4"=1'-0" 12 �5 ---------------------------------------4'-0!'- - --- TEXTURED 2'-01' CEMENTICIOUS 01 FINISH ON C.M.U. (TYP.) -------------------------35SH- - - - - - - I - - - - - - - - RIGHT ELEVATION - 131 :: 1/_ General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION "G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portiand 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. °w n (0 . N f� N • �Q� �. ••''••..FLO•'•• RO F E S SRO; To the beat of the Engineer's lua edge, 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 8 g chi � c`Pi 5 O f J Y N C"Lo « Co LL �' w J ` yi Q rn t, . d LL ULL Wa Z tm 0o 11 WNgrnrn J a. L Z OD C; $ N Z O � aN z °U ❑DO W 0 z � Z � Z� J fl � Tro V W �•U LU 222� 0 LU �V ! N � 3 _ 75 c - o w Q E o s k'� _ 0 Ea: E U o� 81 Z a� �$� N_ C C z& r Z � 0) c� 3 W_ aZ ? N JCC) io- 124 ■> N c � Lri M 1�. CN Q m U � c qtt T fC C LO oo r E N M Z z ' E p y a ci 0 Q o JOB NO: 20-8081 SCALE : AS NOTED SHEET NO. 3.2 r 2w 2" *NOTE: VARIES 1'-10" 1" CAP r CAP iv 1" N FOAM TO BE USED 1" RADIUS r� ONLY WHEN REQUIRED BY ^ = 31/2" RADIUS 1/2" RADIUS "1`' co Nt. `") = tO COMMUNITY SPECS. NNOT, DETAIL IF 1" 2" OPENING VARIES 2" 2" BUILT W/ STUCCO. N 3/4" RADIUS 1'- "a 4 Xt 1w lw 1/2" RADIUS 1" 1" iv EDGE OF 1" 4" VARIES � tiN 1'-0" 1- OPENING VARIES 1 = 0 2j" VARIES 1,4" N 12" VARIES = 1n 11 Aw 1w 1 1/2" RADIUS 4" 34" I" r`Hv 1 " �'- �' � j cnn � 2" r � _ VARIES 1"31 " 1" 2 1/2" RADIUS = � r 3 " 2"1 1" 1" BASE BASE ko 011� 111 1" r r q" 4" 4 / rN 4" 1111 *NOTE: VARIES 8" 2" 3„ FOAM TO BE USED ONLY WHEN a �q r =c c REQUIRED BY COMMUNITY SPECS. IF NOT, 1" OPENING VARIES 2" 11 C11 -C7 111 V-41 1" •`n�a DETAIL TO BE 2" 2" ZDE BUILT W/ STUCCO. EDGE OF 2t�w • OPENING �-- 6 - ' 4 1-1/2" THICK 1-1/2" THICK 10w fV S, e 2�" 10" L 6" c� z r t0 " 1* 2" 4" 3" 6 2" " N N 2 LLJ cr Q Cn w Q = 1-1/2" THICK N 21" r" 2'.4" 1 �-5"" N 4" v 1'-4" 3" = N cc 5j" 00 � VARIES ES VARICl) Q r • VARIES VARIES r , I 8xr4l" w I_ ________ iv iv r I I ao io i� �'�'� Q^ 6" 4" - KEYSTONE F11 0 =E OPTIONAL r °' 00 F11 OPTIONAL L3" R 4" i� R4�7„ L3" " 2" 4" GARAGE DR. OPENING 4" 4" WINDOW OPENING 4"" NOTE: • INSTALL OVER STONE, TYP. VARIES • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS Eli ACCEPTED NOTE: • FIN. TO SMOOTH FIE TRADITIONAL LOOK & 1 w 11N 2'-1" • FOAM/ EPS MATERIAL IS ACCEPTED 54" 54" T-8" 7" N 1" 4" 3'-0" 4" N 10" 11-4N 101, f2" E op � N _ �4 c - i- N r �9 v <V iq M r �9 r v GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH N 0 NN N 0 To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these dravA gs comply with the 2017 Florida Building Code - Residential 61h Edition. Engineers signature and seal Is only for the structural engineering portions of Ire drawing pages bearing Engineers signature and seal. U Uj N N Ci n C rn�.L' r � # LL J w LL a �i 0 �epp1 fN7 M � J U. LL ' fO d O rg2 a C m 0 W �2pjO' o Z IL co o N Cl)Z Q4' O M Z o 6 V J 000 W 0 J a z .0 W OW N �N c F� fA) ¢ C, M w J U- ;$ E sLL � ZQ N H 'o K U o E N6 o� nF 2 z Z n0 CO 0 Z V7 T S LL S2U �W � W F 51 c� 3 0 `-N = � ^L W � .> c LO ~ O W N r 04 (v 04 O) � T M � CV T E E O M Z Z a E E .. 0 0 N S ea a o JOB NO: 20-8081 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. POWER CO. FEED — INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94 200A INDOOR PANEL CENTER #14 copper to lights d ouaMts NEMA 1 10 #12 copper to 20 amp ckts 200 AMP 10 #10-2 copper to WH 11 #10-3 copper to Dryer METER NT �i r or 4/0 SER Alu 200 amp 150 amp 4 Bare Cu Ground CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general). 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 comer counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER PE�7_WP WEATHERPROOF DUPLEX OUTLET GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH 14 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 ip EXHAUST FAN O`1 r EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) H9 PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CO CARBON MONOXIDE DETECTOR CM SMOKEICARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. (� THERMOSTAT ELECTRIC METER ELECTRIC PANEL —�I DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT PAT I O GFI WP GFI DISC. �I \ \ \ \ W CAFE FAMILY ROOM ------------------------------------ G \ ROUGH -IN FbR \ \ OPT. CLG. F�N/ LIGHT \ \ PRE -WIRE I � \ I \ I I I I I II I i.-: LJ S.D LLI 1 o 04 GRI OW�R'S WITE ROUGH -IN FOR I OPT. CLG. FAN/ 0 LIGHT PRE -WIRE H.B. W.I.C. )--� L — — — — — I � I I DW I EC C. WI CH PENDANT AS PER SPECS \ I —J ANK W". DISP . I ENTRY I WI ,&GFI kV IRRIGATION GFI @ 44" A.F.F. ------------ AHU II ll I I I I I 11 I I 11 I I I_ _1L_ OPT. I GARAGE GARAGE j DOOR \ LIGHT AS I GFI 00 VP \ PER SPEC GFI @ n A.F.F. 2—1 AR GARI' , l I Y J I I ZQ U J I / a Oa I �U I W� I > W GFI @ 44" L------------ Ak A.F.F. (C _________ _` H4 �\ DEDICATED RECEPTACLE \ \ FOR MICROWAVE RANGE \ HOOD PER SPECS _C.M i /001 H �... ROUGH -IN FOR OPT. CLG. 4N/ LIGHT PRE IRE BEDROOM 2 E D.D � \ 1 EDROOM 4 ROUGH -IN FOR ROUGH -IN FOR LLIIGHT PRE-WIRB E D F 00 M OPT. CLG. FAN/ `LIGHT PRE -WIRE 3 VERIFY METER LOCATION WITH BUILDER ELECTRICAL PLAN - ELEV-B1 SCALE: Y4 "=1'-0" 0 N N CC11 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within geese drawings comply with the 2017 Florida Building Code - Residential 8M Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. o m U N N R N N N U. .� ihgM I WQ 1dLu yO U. LL a�r-Z Imo W Z O rn ao d co N M J Z Q C.5 ❑❑❑ W C z z a T4a - '�• f6 LU W � 0 '. U W mm Fa c o is w Z E E So Q E V ae oa Z R 88 NS Je i W C'� �W N Z T F IIIIIIIII� o � ✓LIw `•GT• �? z°2 O ACV � W cc c� U) N 6L I CD .'000 N 00 T T r M rn a E M c 04 M N Z z C E O E m ui to c a. U Q p JOB NO: 20-8081 SCALE : AS NOTED SHEET NO. 4 J 0 00 s 0c m P N O _ N t!! ATTIC VENTILATION CALCULATIONS ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SO. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of ventilation of vented IN. of of vented ventilation to be provided SQ. IN. of SQ. IN. of Ventilators See Elev ( ) required soffit ventilation soffit by upper Ventilation Ventilation needed required 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-Bl SCALE: %4'=V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO. IN, OF NET FREE AREA / SO. 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. OA,« �� ���01y1tE114i€I#c -- Q 0. O�- ©�!; sStoN �� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Buikling Code - Residential 6th Edition. Engineer's signature and seal is o* for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0) F- N Goa o S V � c LL a rjr-- r—LL LL a y M M W , y a a JLLa L c M 0 O �. W N f0 m m ran 'j ILCP 00 N o p fA N C, U�5 Z U ❑❑❑ W C9 Z N M J a 13 Z (9 � G0 W 8 t/i �V) t'6 c N r— c U) e ON ¢ Cq m M z� W c CCL 0CD s RR �R Z® N Iaa'0 i0(J O GI a s Up z �� �s z �, M C C �sW a$ UYU Zmp z z JW m o m T Z W 8 W W Zq U J O aZ fAW W A co _ IIIIIIIIII� � O �� f F W pp U3 �N 0 = �; DC L °1 cc ., c LO co J CM N on U y o T-- 70 t0 = N T TT h LO T-- M r E c O C')tV Z° Z E to L c IL U J Q 0 J JOB NO : 20-8081 SCALE : AS NOTED SHEET NO. 5 m v x c m A E3 WIN H.B. TYP L S3 2'4' x 2'-6" x 1,-O" W/ (3) #5'S E.W. r INDICATES FILLED CELL w/ 3000 PROVIDE Y2" x 9" `�' (2) #5'S PSI CONC. GROUT FROM FT. TO RECESS FOR FRT. DOOR � LOPE S _ Y io , STEPS AS BEAM W/ (1) #5 REBAR VERT : I ABOVE SLAB TYP @ ALL TOP OF CONC./ PAVER TO BE 4' e31/2" I iD BELOW FIN. FLR. 2'-0" 4'-0" 2'-0" 6--0" 4'-6" 2'-6" 1. rn REQUIRED PER FIELD 0 0 FTG. e �- 11 IPLACES I I �. I CONDITIONS DOWELS 5HOWN EMBED W/C25D EXT. TEEL' CJ ABOVE SLAB "GRADE 40 S+4 CJ C ............. go I (— TYP PROVIDE 1 X" RECESS I FOR SGD. REFER TO I . I HVAC CHASE I AHU I: = 0 L S3 MASON'S SLOPE FOR ( WIDTH in BASEDON ON I W.H. {_ I (2) #5 REBAR I �3 1/2" ( 32•-8 " <'; 4-.�' ' � VERTICALS w/ in I FILLED CELL L I I — — P 37'-* 21'-2t 1 5'4" 3'-8" I 7'-8" I I 2--1"..-31/2" I SLR 4'-0" I G ; ; OPT. D I _ S3 Uj —�— — — — _ ��— ----- _—==- _ � i �I I I ��z.s b� — — — — — — r 4 4 0 N r .I............ r L_ _—_—_—_—_—_—_—___—_— — ■ : I CHASE TO EDGE OF SLAB 2" I ; BEYOND WALL I J I KITCHEN ISLAN I I I I ISLAND 2'-6"x2'-6"x1'-O" : LOW WALLS I I } J :}I c I W/ 3-#5 E.W. CJ �— G SINIZ % �TS� M N S3 I }I I S3 I q o I 23'-11" 2'-10" I I I } I I:• I (2) #5 REBAR iv S3 : I CJ CJ CJ ° K VERTICALS w/ in 1 I S3 FILLED CELL } I = 00 I rl 60 . T ............... ......................... ....... ..... .......... � ... ■ TIC : • � � : I 0 � 41Cf) go is G`4 I �i CJ CJ j A. CJ M.■ ici CJLO = 3-11T MIN 2500 PSI CONC a 0'-0" I SLAB OVER 6 MIL VISQUEEN VAPOR BARRIER I : ■ (3000 PSI CONC. SLAB FOR I ; I 1 M HERNANDO COUNTY ONLY) I ; I Iv C„ , . 7-2" (i) c FOUNDATION PLAN MONO - ELEV-B1 SCALE: Y4'=1'-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING VWVF PLACED IN rl/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN — LL CONTROL JOINT DETAIL SCALE: 3/4" = V-0" :•:, "ell -#5 CONTINUOUS REINF. SEE FND. FOR QUANTITY - #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. *"Alternate: The reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" gow P;•NS � o'• Y '••FLOC OFESStO� �. !/11111111VA �� To the best of the Engineer's luxWedge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building lode - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W W A Y N J LLa P 0QW1 r5)mG n-,,—, LLJ N°aNJWa -gpj JMdLL LL13 0 mo � z IIIu aDNNQC W� v ❑�❑ 0 z � z z Q� N z ■ •V � W � ,0 v ' W 8 f�V '. U W Fa � O —� N � W 9 E zo a 'z a CL Z C14�N CIO ...I b $ W Z ° �U W� Z �LL .2N � Ln M O 0) T I LC) 00 .— r- T E (o N V) N = EE CD ui JOB NO: 20-8081 SCALE : AS NOTED SHEET NO. 6 L-1 a. a zi UPLIFT CONNECTION CROSS-1 MARK SIMPSON STRONG TIE Q CONNECTOR CAPACITY FASTENERS CONNECTOR SYP SPF A HETA20 1810 9 -10d x 1 1/2" HTA20 B HETA16 1810 9 -10d x 1 1/2" HTA16 C H2.5A 565 535 10-8d RT7A D H3 400 320 8 - 8d RT3 E META20 1450 7 -10d x 1 1/2" HTA20-18 F HHETA20 2120 10 -10d x 1 1/2" HTTA20 G H10A 1040 1015 18 -10d x 1 1/2" RT16A H HTT4 3610 3105 5/8" ANCH. /(18)10dx1-1/2 HTT4 J HTT5 4350 3740 518" ANCH. / 26 10dxl-1/2" HTT5 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ L HD5B * 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 M HD7B * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 N LUS26 1165/1060 `* 1005/915 ** 8 -10d x 3" JUS26 P HUS26 1320/3235 "* 1335/2820 `* 20 -16d x 31/2" HUS26 Q HUS28 1760/4095 ** 1720/3125 `* 30 -16d x 31/2" HUS28 R MTS12 990 860 14 -10d x 1 1/2" MTW12 S MTS16 990 860 14 -10d x 1 1/2" MTW16 T MTS20 990 860 14 -10d x 1 1/2" MTW20 U MGT 3965 3330 22-10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 V LGT2 2030 1750 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 EFERENCE USP MANUFACTURING, INC. CAPACITY FASTENERS SYP SPF 1870 1585 10 -10d x 1 1/2" 1870 1585 10 -10d x 1 1/2" 585 515 10 - 8d x 1 1/2" 345 305 8 - 8d x 1 1/2" 1625 1400 10 -10d x 1 1/2* 2375 11 -10d x 1 1/2" 1020 1160 9 -10d x 1 1/2% 8-10d 4215 5/8"ANCH. /(18)10d x1-1/2 5795 518" ANCH. /(26)10d x1-1/2 3295 — 2 - 5/8" DIA. BOLTS 5350 — 2 - 7/8" DIA. BOLTS 10140 — 4 - 7/8" DIA. BOLTS 1000/1080** — 8 -10d 2035/3400 — (20)16d x 3-1/2" 2950/5090 — 30d -16d x 3-1/2" 1195 1005 14-10d x 1-1/2" 1195 1005 14-10d x 1-1/2" 1195 1005 14-10d x 1-1/2" 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY 1550 1550 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS "X" HTS 20 1310 1245 24-1Od x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 -10d SPT22 735 8 -10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 590 555 12-1Od 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 / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 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 1 OR INTERSECTIONS. SPLICING / 2 x 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 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY AMIER SEE SHEET D-1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV-B1 SSE ,"_, Y oOEf N'���� A<,6N Q —j G apt " N • * 5 :4 F►.o 1110--ESSI1O` �iff!ltltl To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within tt m drawings comply with the 2017 Florida Building Code - Residential Bth Edition. Engineer's signature and seal is only for tire structural engineering portions of the drawing pages bearing Engineer's signature and seal. W � m t0 ep r N S N FR 04 C# m LL Y t--� - - w M LL U. O run U. U. ii T a ttgNyy Z W C- Z O a 0 r0IL m m J m a a �' ILW p�p�F� to rN Z U Z O ��I W C9 z Z � r rz � v1 N N Z 0 •V L W � 0 (A p W 8 N C) C) Q cO�pp s a E O 10 i E C— � xU0U 06 H o U 8 Z N L <O WW J mO CO Cu Cn ma F ZLL Z �f 3 g z W) U 9W _ gpW W W YI� U 04 = � OC W c� .> c LO CO J M �i CN a. o m U CO r ~ ) Z N th T- = 0 ai I� ■� = N r T M rn a E WC)Z C,) Z c E 43 c a tJ Q p JOB NO : 20-8081 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 U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added mbar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast4n-place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load . O Safe vertical oar Safe horizontal load — GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTfS 8F8-1 B/1T 8F8-0B/1T 8RF6-0B/1T . O O O O 8RF14-1B/1T 8RF14-0B/1T 8F16-OB/1T 8F16-1B/1T • © © ® 0 8 20-0B/1T 8F44 1 B/1 T 8F40 1B/1T 8RF400B/1T 8F321WIT FORM & GROUT SOLID O /5 BAR CONT. 8F12-1B/1T O "V" LINTEL DETAIL SCALE = N.T.S. CC C F C ■ � ■ j i ■ G ■ EE C C C C CC� ICC� • • • • � Q C � � — "" .. - E C C C r E � C^ �■ _ �� ■■ ■_ C = = E i ■ � ■ � ■ • • • • • • • • • • • • (ul• U � © Q• 0 TYPE UE5IUNAI IUN #5REBAR IN. ATTOP (1) REO'D ALTERNATE POWERS F = FILLED WITH GROUT/ U = UNFILLED R = RECESSED CLEAR STEEL LINTEL a CITY. OF #5 O ° REBAR @ BOTTOM ° OF LINTEL CAVITY a ° M.U. #5 REBAR AT TOP °° ° MIN.(1)REQ'D ° Q 1-112"CLEAR 8F16- B/1T Q_ Z ° ° z ° ° a ° GROUT D D QUANTITY OF tNOMINAL,° to iJ = Q w ° Q C.M.U. — #5 REBAR AT ° REBAR AT BOTTOM OF = rn w a a F 4 _ WIDTH TOP LINTEL CAVITY W Lu y NOMINAL—° —BOTTOM HEIGHT REINFORCING a ci 7-5/8"ACTUAL PROVIDED IN O a m D D 8" NOMINAL WIDTH LINTEL ¢ C7 " 1 5 REBARSOTTO �, AS INDICATED � � n (VARIES) r~A oWC ° ° MATERIALS 16 GAUGE POWERS mantels = 3500 psi, STEEL BOXED LINTEL 2. t'c prestressed lintels - 6000 psi. 3. grouted per ASTM C476 Pg = 3000 psi w/ POWERS STEEL BOXED LINTEL NOTES (ALT.) 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ ONLY IF NOTED ON LINTEL PLAN minimum net area compressive strength = 1900 psi. 1. Refer to manufacturer's specifications for installation. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 2. Contractor to provide proper protection of lintel to prevent rusting. 7. 270 low relaxation. Refer to manufacturers specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 7132 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. 4. Lintel depth to match precast depth. One #5 Bar required at top sea lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementituos coating. See contractor specifications 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) Q 6-10" ILL O O 4'-6" ILL 4'-6" ILL O 6'-6" ILL O MIN. 17'-4" LL O 6-10" ILL LINTEL PLAN - ELEV-131 SCALE: 14 "=V-0" ,J rift, ow � pp —aku U z i "••, F-- LO .�. t'11Z'/?OFE SS10 ; ���!lttlllill'��\ 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 drewing pages beating Engineer's signature and seal. W a E N 4s Ra v 0 J ID nag)p��LL •� W t� iA J # W fA a z 0— 0 kn � LL LL a M e) M W W `JOLLLL aaW 0�o �qCD r�$_ m O 0: o NNE m a Z L ILW Ci N Cl) U�J O Z V ❑�❑ _z z z Q g a � N z — xLL 0 v V) w s N U r— E �. - U c 0 Q N 8 iS O M M z W z o o O Q N z • Q E 8 H rr7 Fz oar °$ OXZ N f0 It 2 re N C - C z 22UY rAO O }Z Z Z J � z z z �U W a U�� wLL �1 d' ZI< U Zi 0 `N = T c� .> c Ln O ^ tc0 Qi = N f M a) C4 r E O M Z Z E w c a U Q 0 JOB NO: 20-8081 SCALE : AS NOTED SHEET NO. 8 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 & AC1530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ad. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1. 1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 51TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 R U CT U RAL NOTES 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 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24"A.F.F. ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS ( APA) ((2017) 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID 1.2.6. FLORIDA BUILDING CODE (FBC) 6th AND FLORIDA BUILDING CODE 6th ed. RESIDENTIAL (FBCR) 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 31 ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C, MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, AC", 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 244NCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM ) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. I EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 34NCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1.3. 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: 10 PSF 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 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 SO. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ad. (2017). AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 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-1-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1" GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) 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 C4-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 =1,5W 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 XT E ERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15137 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 118" 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 A36136M 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 = 33KsiNTH 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= 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7. 3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ad. (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 I 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's rinkler systems including all risers and spray hems shall rat be installed % hin V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inc hes. Exception: Paint or decorative cementitious finish less than 518" 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 forms. Permanent forms etc., shall made with permanent metal or plastic must be of a size and depth that will eliminate the disturbance of soil after the initial treatment 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilutipn. If rainfall occurs before vapor retarder placement, retreatment Is regwrreeaa 9. FBC-R R318.1.5 - Cncrete ok and mortar along the foundation perimeter must be removed before exteriortreatment 10. FBC-R R318.1.6 - Sal treatment must be applied under all exterior concrete or grade within T-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertiI chemipal barripr,mutr be installed after consWcbon is complete, Including Icaandscaping and toga on. Any soi disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1- All buildings are required to have pre -construction treatment 13. FBC-R R318.1- A certificate of compliance must be issued to the building department by licensed before issued. a pest control company a certificate of occupancy will be The certificate of complianceshall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within 1'-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 6-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. TYPE: 5B GARAGE DOORS (V =140 MPH) SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 16x7 +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" 1Y4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1Y8' 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. 1,0`��`e1i1lOS{ Q-' r•NcE•• �+o IN 0 F E S S 10; /11111116/ To the best of the Engineer's knowledge, information and ballet, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residendal 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineefs signature and seal. W N n I0q -4)I` NF-- # LL LLLLa W cN+aM f6LLLL W y a a zcc 19 0 13 Jmca, zz00 ag0 m0 C',CD m LLZ z k" "aZ ° In V VOJ `a' ❑00 W 0 z N z � z a � LL W � �� OW 8 W C) c Q E 8 05 goo E oa za� E N � g8 <� �� z 2 � C x i3 mo =� Z , z Cz Ja a iz W �8 =k Jal°d °(V = L � W 0 .> c Ln cc M i� 0 � CN O ^C^'' U C� Z d. r N M C I 00 M� C E z CN C)Z° y C E 0 Qj m C JOB NO: 20-8081 SCALE : AS NOTED SHEET NO. SN stale ••ellW,llLe.;W lt♦ slL1=��,L_� 01 J ROOF DIAPHRAGM NAILING SCHEDULE PIMP I INF + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 4 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + -0" (TYP.) + + 6'-0" + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 4 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + Ci-I — 15/32" CDX PLYWOOD OR 7/16" OSB `RIDGE LINE 140 MPH 0103 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE a 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 MAYBE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED, 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood nels or 2 x — pa 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x — + 5/8" or 3/4" wood panel 902.0 2 x — lumber Double 2 x — lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap -1 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1 /8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., cinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING Y" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 pff max along load bearing wall. Load bearing wall must stack over squash=20 bbc ks and "Non -stacking walls 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 CORNER OF HOME H C G GARAGE SIDE O O O 5'-0" STUB -OUT FOR O 1 I-0" o 'n GAS METER � � 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. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" 1) SIMPSON HTS20 OR 3 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR 4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 81-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 1 164" (1) SIMPSON HTS20 OR (3)16d TOENAILS If 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 Boise Joist Blocking ttse 3" 11 Odl nails at 6" n.c_ Provide adequate bearing for each lapped joist. Odnails SECTION @ INT. BRG. WALL N.T.S. KNOCKOUTS) ALLOWED MINIMUM SPACING = 2x GREATEST IN BEARING ZONES p DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) p (see table below) DO NOT cut, notch or drill flanges FILL CELL STD. 90" HOOK BOND BEAM 11 rn w Lx STD. 90" CONT. #5 BAR I HOOK (�(�� BAR i CONT. IOM )UNDATION HIGHEST )ND BEAM 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 COLUMN AND SHEATHING PER PLAN 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" min. 2" max )Small gap „ • � 4 max. Q Clinch nails when possible 2x4/PlywoodlOSB web stiffen Tight fit --El er 2" min. required when indicated or 4" max. Web Stiffener Fastener Schedule Joist Bearing Location Series Depth I End Intermediate ® BCI5000s 9-1/2" 11-7/88" 2-8d 2-8d 2-8d 3-8d 14" 2-8d BC16000s® BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d I 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/ " 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d - Hangers with side nailing. -Hangerswithsidesnotcontaining WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over /— blocking and wall or beam below.' Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — 1 16" A 1Y2" ROUND HOLE MAY -� 6" 6" BE CUT ANYWHERE IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2" DO NOT CUT HOLES LARGER THAN 1Y" ROUND IN CANTILEVERS. 8 V-0" 1'4" 1'-2" V-2" V-3" 1'-3" 1'-7" 1'-11" 2-4" 2'-9" 3'-2"781r Any 16" joist 12 V-0" 1'-1" V-2" 1'-2" 1'-3" 1'-9" 2'-4" 2'-11" 3'-7" 4'-2" 4'-9"Span (ft) 16 1'-0" 1'-1" 1'-2" V-2" 1'-7" 2'-5" 3'-2" W-10" 4-9" 5'-r 6'-4"20 V-0" 1'4" 1'-2" 1'--2" 2'-0" 3'-0" 4'-0" 4'-10" 5'-11" 6'-11" 7'-11" 24 V-0" 1'-1 " 1'-2" V-3" 2'-5" 3'-7" 4'-9" W-10" 7'-2" 8'-4" 9'-0" 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. 7.1Y2" 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 1Y" 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. �When joists meet over wall, provide 13/4" minimum bearing for each. SIMPSON MGT w/ (22)10d NAILS TYP. GIRDER TRUSS r 2X TOP PLATE 5/8'D THRU BOLT 2 X B.U.0 SIMPSON MGT w/ (22)10d NAILS TYP. 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 Joist I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Backer block (12" wide min.) Nail with 10-10d nails. \Install tight to top flange. Joist hanger 11-1 \ 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 J t 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. eb stiffner as Web stiffeners are not required when top required If hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist p depth I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM-/ • SEE PLAN FOR •. J • FOUNDATION INFO ' d' STEM FOUNDATION GRADE A I ° °' v REINF. SEE PLAN I� v r t A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON H ETA20 / H ETAL20 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 iWwmm �, L� 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE a SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE v e d is Z •v. •' � .. A SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE G °v. ° / as L e d 'a° v n v SEE FND. PLN. SIZE & REINF. fib/ ```���111111tttt0�I� ;20 WN U d x �•• C? . OCc. . •''• F 1. ••, 0FESStC04 \ �� r��f/t11I11111'��l To the best of the Engineers knowledge, trdormation and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residentiel 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W QQ �p Qp Q ��• N N 1% N aC� LL C J�� tll J # W W cn� �LLLLa ajMM Lu N U ° ° u� �a 0o Z =� m OJ �. • C4 tp m W � cp W � d 0,Z NIL OF J Q z 156 ❑O0 W I z a. g _U �4 LL . M W U � OW �W�cB U U • M. ccn M w LL EE wg g � Q a CJ Q� <�' z• Yu oV z _ g E �� 8 w L 6 G ZN=�Z aim l° a � g ,75,• aLL N ,z�U-- �� 111111111� W. �IF o$ 2% Q3 ON W m •> c Ln J coCN M a 0 U (0 no Z o 1r M 0O .� = tV T - r 00 M a) � r E M z° z _ W E O d a v JOB NO : 20-8081 SCALE : AS NOTED SHEET NO. S N 1 S FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 t(TYP.) VARIES / 5/8" OR 1/2" HIGH—` STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL 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 Y8" GYP. TYPE 'I @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS s „ „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR / GYP. TYPE X @ EACH END (WHEN PARALLEL) ABOVE) /7 SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 wi CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ STUD BELOW TOP PLATE STUD BELOW (1) ROW 2x BLOCKING @ MID (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 2x #2 SPF STUDS HGT. FOR WALL HGT. <_ 8'1(2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR 16d TOENAILS T & B FOR WALL HGT. > V-6". EXTERIOR OR SHEAR WALLS AS HGT. < 8'1 (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) WALLLHGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT:1/2"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN APPLICABLE. 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" 2x P.T. PLATE 1/4"DIA. X 31/4" TAPCONS @ 24" O/C & g SLAB & BLOCK SIMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS @ 6" MAX FROM END OF 2 x PLATE E 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 1 (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N = 2"•x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ( ) LAYER TYPE 11(#30) " " " REINFORCEMENT AND WILL NOT CHAIRS TYP. � M ELEV. 0'-0" (ALT:1/2 x12 TITEN HD @ 24 O.C. 2x P.T. BOTTOM PLATE 2x P.T. BOTTOM PLATE UNDERLAYMENT FOR ROOF ( ) WWF OR FIBERMESH PITCH > 4:12 , � . ° OR 5l8"x10' WEDGE ANCHOR @ 24° INCLUDE THE WALL A.F.F. O.C.) 2° x 6 W1.4 x W1.4 ATTACHMENTS - 2n 6 x 6 W1.4 x W1.4 2 LAYERS TYPE I OR TYPE II° ` a WWF OR FIBERMESH WWF OR FIBERMESH () � � �SA. _ � 31/2"MIN. � 31/2" MIN. (#15 OR #30) UNDERLAYMENT D ° ° 4 ° FOR ROOF PITCH 4:12 OR LESS. ° ° ° ° ° ° a ° ELEV. -0'-31/2" 2x4 CONT. °A.F.F.PRE ENGINEERED WOOD °° a ;` ° ' 1/2"(min.)- 4" ° 1/2"(mina 4" TRUSS @ 24" O.C. U.N.O. ° ° °c = _ ° - _ HURRICANE ANCHOR @EACH - ° ' ° ° ° N 3112"(min. - 4" o •31/2"(min.) - 4TRUSS (SEE UPLIFT SCHED.) W/GARAGE DEPTH VARIESMETAL PL. UNDER EA. TRUSS ° a 11 MOISTURE BARRIER TYPICAL INTERIOR BEARING (2) #5 CONT. A. 1'-4" 8" (2) #5 CONT. U.N.O. ,�, 8" . SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP M SHEARWALLrc TYPICAL BEARING WALL @STEPrcC SN1 NAILING SCHEDULE ON SHT. „_ , S3 �� S3 "SHEAR WALL" SCALE: 3!4"=1'-0" S3 SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION SCALE: 3/4 -1-0 SCALE: 3/4 -1 0 ELEV. VARIES FOR ADDITIONAL SLAB INFORMATION. �s ALUMINUM DRIP EDGE ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C N.O. 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. M (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <_ V-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > V-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#) s E 6x6WIIAxWIIA WWF OR FIBERMESH A . . A - . ' FINISH GRADE 2 • � ] '► 4 (1) #5 VERT. IN FILL MONO OR STEMWALL <"� a ► 25" MIN. LAP [30"MIN. LAP] g 1/2" GYPSUM WALLBOARD CELLS (SEE FOOTING MONO SHOWN o w ° U.N.O. I> o _ O0 6 MIL VAPOR BARRIER ► ° R 1 7/8" FOUNDATION PLAN FOR CLARITY ° I -I I -I I- I -I I -I -1 ° = z r #5 REINFORCING BAR FOR LOCATIONS) 1x4 P.T. BASE NAILER ° ' o III=1 = I=1 I —III —III= ? ° ' T #5 LAP SPLICE (2) #5 CONT. - 4"x4" INSPECTION > ° I —I 11=III—III—III—III—I II 2 • 31/4" BASEBOARD NOTE: 9 ° III-III-111=1 —I 1=11 I- i.4 ► ° PORT AT EACH * COMP. SOIL. (COMPACTED TO FILLED CELL TYPICAL FOR BEARING WALL 1=III=1 I=1 I=1 I I=)Ili ; i r 95% MODIFIED PROCTOR ASTM MIN. 2500 PSI CONC. SLAB WI UPLIFT ONLY _ M AT GARAGE CONTRACTOR I I I=1 I=1 I=1 I I=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I D1557) T,-r MIN PSI MAY VARY PER �' TO CUT BLOCK ORPOUR -� I I=1 I I—III�III—III—I I I—III=1 I I —I I I=1 I I=1 I I=1 I I—III=1 I I—' 4" 114" MUNICIPALITY. CURB DUE TO SLOPE III-1 11.-1 I III I I I it I li it I I ;III ;III III I I I_ I CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING W1.4XW1.4 WWF OR = DECO FINISH 4" to 6" "FIBERMESH" SCALE: 3/4"=1'-0" SCALE: 3/4"=V-0" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL S3 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB INFORMATION. 1 • °► = Z_ 6x6W1.4xW1.4 ► 31/2" WWF OR FIBERMESH 6 MIL VAPOR ► ? min. 4" BARRIER �-�N = ° A. " °v GRADE COMP. SOIL. ° '- (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. O #5 CHAIREBAR TYP. 1'-4" (1 STORY) STD. 90 NOOK (SEE U.N.O.N CHAIRS TYP. 4. VI (2 STORY) DETAIL) ) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" S3 EE SOFFIT SHEET � LOAD BEARING OR 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY ,�M�N0�71 �/ cA� EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' NOTE: 8"x8"X16" KNOCK-0UT BLOCK W/ 1#5 CONT. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE SECTION C/S3 FOR FILLED SOLID W/GROUT #5 VERT. IN FILLED CELL OFINISH PER ASTM C.26 APPLY 3 ADDITIONAL INFORMATION SEE CC/S3 OR N LAYERS W/TO THICKNESS 7 8" G/S3 FOR ANCHOR "J" 5/8"• x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8"THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ 10 10d NAILS ( ) 8" C.M.U. TYPICAL � BOLT INFO. 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1l8" THICK. K.O. BLOCK (IF NO UP LIFT ON TYPE "S" MORTAR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD SPACE ANCHOR *SIMPSON SP1 (6) 1/4"1 1/4"TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING BOLTS 6" MAX FROM w/ (10)10d NAILS 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR a END OF 2" x PLATE ARCHITECTURAL TYP. ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR LU U ► ° FINISH t t ► . ► GRADE 40 MIN. Fy= 40ksi � 1x2 PT WD FURRING @ 24" O.C. j GRADE t„ ° III z #3 & #4 LAP SPLICE r [GRADE 60 MIN F - 60ksi OPT: DEPRESS SLAB 5 Yz" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14' PAVERS O.H.D. RECESS � z :. •V._ 4" T •; SEE A/S3 OR J/S6 FOR REINF, INFO. 3" MIN. CLEARANCE 1'4' (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR GARAGE DOOR SLAB RECESS J,1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. rr 9 5 r g -'l1�I1�11�11�11�11E�11E�11�11�� • " MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS N SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1'1 (1 STC RY) VI (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB 0'-0" CONT. BEAD SEAL4 • �+,' a :. INTERIOR e. . •4. • -31 CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB 'm •e M 6 MIL VAPOR BARRIER ON 3" CHAIRS MIN. LAP [36" MIN. LAP] 10" (TYP-) 8" 1'1t" 8,,W #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"=1'-0" S3 SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM ( SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD RDD FOR TRUSS AT 24" O.C. MAX. SEE PLAN FOR CONNECTION INFO = ° TOP OF BEAM &LAYOUT DESIGN SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL rr , .� _ "' BEAM SIZE & _ # �' d CONNECTION INFO e i ° I I 2x4 #2 SYP P.T. FRAMING w/ - MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 8" z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w SCHEDULE cr- Q SEE TYP. WALL SECTION FOR ADDITIONAL j w 6x6 P.T. #2 SYP SLAB INFORMATION o W ABU66 SLAB STEP & RECESS S.G.D. M rn SCALE:3/4"=1'-0" S3 -2X STUDS @ 24" O.C. U.N.O. SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS q MASONRY WALL AND GARAGE COLUMN TO PORCH SILL AT 8" O.C. PAD FOOTING ATTACHMENTS & 18/D1 �1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL .. W/ DRYWALL SCREWS @ 8-O.C. 1ATTACHMENTS EXTEND FILL CELLS _ TO FOUNDATION PAD -INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. ��" ' ON FLOOR PLAN SIZE VARIES PER PLAN c i CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS oo GRADE A a " FILLED SOLID (SEE PLAN FOR - __ _ _ ° a _f 6 x 6 WII A x WII A c=�.t �`WWF OR FIBERMESH ) �, SIZE AND REINFORCEMENT) C7 � ;III=1 �z- a W o I� III=1 ° • =I I =III=III=1' —III=III=1 I=1 I v 4" 4" INTERIOR WALL SLAB STEP NON-BRG. rK SCALE:3/4"=1'-0" S3 BRICK PAVERS or SLAB PER W W I I —III o o -1 I=I I I1=III=III= ! • °-_' = z_ 0'-0" FIN. FLR.A COMMUNITY SPECS " I =I =III=III° III=III I I III-= III III—III—III—III=1 I III=III—III—' FOOTING Il.; lll�iillll�illli��lll -III-III=' BEYOND ti .r. •' . ' ., PAD REINFORCEMENT -/ ,II CLEARANCE ~.•'� a :� ' SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH , .1 .. ► .. ,�. CONC. PAD INFO. SEE SCHEDULE TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N SCALE: 3/4-= 1'-7 SCALE: N.T.S. S3 � ' r,,f�/i. SRO Wtv • •cQi � � G� hC� d LU •.FLO . ��✓i�i���RoF E S S1w'`,�� To the best of theEngineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residentlal 8th 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 N p1 N J C V � U. car„'-°'_- LL U- N a U. a 13 LL "j L (a H � � N � m m O W CP _j o � "J. Ln N� ��rn N M Z O Lo LL IL ° W ❑oo 0 z z NE3 p J Q 7 d v) z O N c �V) W U c • C M W 0 o E U 'T — ­. 1z z0 ou: �U o z O E cQi � � a p �� a$ m z WZ �� a' • � C Z x N� m� iz Z J wa mw W U' 0 U !E gzl�d U 3 ACV � W � c� .> c LO co M CN nC' U (0 U) 1 � Z o d. W00 C r T M 0) E O ra E !n ai U c a Q p JOB NO: 20-8081 SCALE : AS NOTED SHEET NO. S3 (MONO) 3 09 0 i i C a N N E .� 9 (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT " 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3 DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.) --� 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK PLATE —� EVENLY WALL IS 1 1/2" MAXIMUM HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" W4,VARIE5 x BLOCKING @EACH END W/ 10d @ " O.C. FROM EACH HEADER FACE O BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (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 5_-F_�STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED • IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) k—ROOF TRUSS FT CONNECTOR (SEE SCHEDULE) >TURE BARRIER SCALE: N.T.S. LSEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS TO DRAIN C- EXTERIOR WALL CLEAN -OUT WALL A SCALE: N.T.S. S4 1 ST COARSE 2ND COARSE 3RD COARSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT rD S4 SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 W8" 8" KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 •• •- - ' . f • • . - •- • - Ilia Nil il= �■ill III �IIII IIII ■!II lily ■<■III. III IIII' III■n �IIII ■'ill I IIII� NOTES: 1Q 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. 0 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. 0 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO V-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. G S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J r Uj r O FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. ° SCALE: N.T.S. d a a n e POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. T,yy� SFF �w 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 —Ct VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET FOP 3 1ARAGE i00R 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. �,14 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1' - 4' (1) (2 1) (2) (1) LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) 1 (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED 4:@ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATERHEADER 1 '--(2) 2x HEADER SEE PLAN • INTERIOR HEADER: loe w (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. OA�OR SIMPSON HTT4 TYP. U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. S4 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. 5/8"xl0" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION SP4 O TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 12 (TYP.) SEE ELEV. 414 SIMSON SP2 w/ (12)10d NAILIS AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH, FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED BOUNDARIES 6" O/C EDGES & 8" BLOCKING O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS = _ _ SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK TYPICAL INTERIOR NON- ALT. KNEEWALL ABOVE MASONRY WALL DETAIL S SIMPSON SP4 2X TOP PLATE OVERLAPPING EBLOCKING USS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS EACH END W U 2x TOP PLATE V2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24- O.C. O.C. MAX. ROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. SEE A/S3 FOR STAGGERED FROM BOT. REINF. INFO. PLATE TO CONCRETE SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. 04 SPLICE NAILS TOTAL) EA. SIDE OF " 48. SPLICE STAGGERED @ 8" O/C ATTACH ALL J EXTERIOR STUDS W/ 4b16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. F= 2240 LBS�,14� SIMPSON C SIMPSON SP4 SP2 E BEARING WOOD FRAME WALL ,J 4, SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° e ° • HTT4 w/ (18)10d NAILS (3610# SPF) ° e • HTT5 w/ (26)10d NAILS (4670# SPF) ° ° • DTT2Z wl (8)1!4" x 1 1/2"SDS (1835# SPF) 0000 o ° • HDU2-SDS2.5 w/ (6)114" x 21/2"SDS (2215# SPF) ° ° • HDU4-SDS2.5 wl (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! (ZO)1!4" x 21/2"SDS (5665# SPF) • HDU11-SDS2.5 w/ (30)114" x 21/2"SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER &NUT G • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8"EMBEDMENT w/ WASHER & - NUT • FOR HDUB USE 718" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT W/ WASHER &NUT a • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENTwI WASHER &NUT HTT / HDU TENSION TIE N SCALE: NTS S4 ROOF TRUSS ABOVE 2X BLOCKING INTO 10d NAILS @ 6" ----(2) 16d TOE NAILS TRANSOM STAGGERED EA. BLOCKING TRANSOM FRAMING FRAMING 2X P.T. SEE SECTION AA/S1 PLATE AND BB/S1 FOR is 2X8 WALL ABOVE - ADDITIONAL DETAILS SIMPSON ENTRY SP1 K.O. BLOCK W/(1) SIMPSON SIMPSON -BOLTS @ 24" O.C. #5 CONT. & RECESS SP4 SP4 MAX FILLED LINTEL 5/8"X10" J-BOLTS 2X P.T. PLATE @ 2'-0" O.C. ° MASONRY WALL ° a 2X8 P.T. BOTTOM P TE C 5/8"x10" "J" BOLT @ 24" O.C. MAX. B SIMPSON SIMPSON C (MIN. (2) PER BOTTOM PLATE) SP4 SP2 SIMPSON C SP4 FF /� 10d NAILS @ 4" / STAGGERED A 10d NAILS @ 6" O.C. STAGGERED NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON j' SIMPSON SP4 SP4 TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12)10d NAILS MASONRY 5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10)10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM d _ d 2X8 P.T. BOTTOM PLATE D 5/8"xl0" 7' BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. S4 IO�I�I ,\�,,`��1j1t1111lilt a:go 00 ';. CAP :• O� O; E S S 10\4 `` =rrrttllss+ � 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 Edbon. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W n o g V a 24)S# IDLL rjn�� LL LL a �i i rMM c am•• a w Z -9U. �� Oe}f y0 O �. {{. §:eNCO co m Wt0o�010' wCQa c0 _j0y N Q U O =CL U❑� W z z z T+_jkn N z (D PC1 •U U_� - LU o �0 N "-' �N c ¢ Cv o M = o vj �gg, �aR E ao �? E U4 ~ fi o K w° 8" z N � M °do <o �u3 �`oz UU °O �o 2 zNc C0 < 3 8 W o U NC W Uo yLL = O WZy : w� ig NJp is U§i LN W � .> c LID N � O ^, m U CO W N Z N p N di 1� LO T r- N E � N M z `m Z c O E E :3 c a v ¢ o 3 JOB NO : 20-8081 SCALE : AS NOTED SHEET NO. S4 04 8 t3 SIMPSON HGAM11 W/ (4)1/4"xl 1/2" SDS SCREWS TO BLOCKING & (� 1/4"X2 3/4" TITEN TO CMU SEE STRUCTURAL NOTES AND TOENAIL W/ (2) 16d NAILS BACKNAIL W/ (2)16d NAILS SIMPSON H10A w/ (18) BACKNAIL w/ (2)16d NAILS NAILING SCHEDULE FOR SHEATHING DETAIL TOP CHORD 2"x4" OUTLOOKER @ 24" O.C.7 SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 10d x 1 12" AT EA. 2"x4" OUTLOOKER OUTLOOKER @ 24" O.C. SEE STRUCTURAL NOTES — AND NAILING SCHEDULE FOR SHEATHING DETAIL BLOCKING FOR • FIRST FOUR ROWS OF 45° t 24" MAX. TOP CORD BLOCKING 45°t 2X4 CONT"L" BRACE TRUSSES @ SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2)1 Od 3" EDGES OF 2x4 CRO BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24"O/C. CMID HEIGHT SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO EACH JOINT W/ (3) 10d AT LEAST 90% OF WEB « @ 8 -0 O/C. EXTEND AT LEAST 90% OF MAX.O.C. M& (2)EN TOE NAILS @ LENGTH (SEE TABLE) 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EA. END @ 48" O.C. 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)1Od TOE NAILS @ BLOCKING ATTACHED W/ 1 Od 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 1OdX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS 7 OSB SHEATHING ATTACHED 10d NAILS 6" O.C. INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ @ EDGES AND 12" O.C. FIELD 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE @ 48" O.C. MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)1 Odx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 1Odxl 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4)1/4"x21/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" 1 EMBEDMENT IN KO BLOCK GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) 10d NAILS & (4)1/4"�Q 1/4" SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE BACKNAIL W/ (2)16d NAILS REFER TO DETAIL J SEE STRUCTURAL ON SHEET S5 FOR , �, " NOTES AND NAILING X-BRACING, AND TOP N SCHEDULE FOR CHORD BLOCKING � , SHEATHING DETAIL INFORMATION 2"x4" CROSS BRACE WOOD TRUSSES 90 ;o APPROX. 8" FROM RIDGE FASTENED AT 2x4 RAT RUN BRACING 1 " 1 2" EACH JOINT W/ (2) AT 24" O.C. ON TOP OF t-- 10d & (2)10d TOE BOTT. CHORD FOR 4 TRUSS SPANS `rug' NAILS @ EA. END ATTACHED W/ 2 2x4 PANEL BLOCKING -16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF FI 48" O/C FOR THE FIRST ROWS OF OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. 2x4 BLOCKING @ 24" (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 & O/C w/ (2)16d TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4"DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH " " SIMPSON H10A w/ (18) SIMPSON SP4 w/ (6)10d x 10d x 1 12" AT EA. 1 12" AT EA STUD (USE BACKNAIL w/ (2)16d NAILS OUTLOOKER SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) SEE STRUCTURAL NOTES — AND NAILING SCHEDULE FOR SHEATHING DETAIL 2x4 OUTLOOKER @ 24" O.C. (OPTIONAL - SEE TOP CORD BLOCKING FOR FIRST FOUR ROWS 4„ MAX ELEVATIONS) OF TRUSSES @ EDGES OF SHEATHING TYPICAL DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM • FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT W/ (2)1Od & (2)1Od EACH JOINT W/ (2) TOE NAILS @ EA. END 10d & (2)10d TOE 2x FRAME WALL (SEE WALL NAILS @ EA. END SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD (2)16d NAILS END TYP. TOP & BOTTOM ATTACHED 2x4 PANEL BLOCKING @ 48"A 2x BLOCKING W/ (2)16d TOENAILS O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM 2 4 "T" ON TOP OF PANEL SIMPSON H1OA w/ (18) 1 Od x 1 12" AT EA. OUTLOOKER (2)16d NAILS 2x4 OUTLOOKER F@ 24" O/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD •2x4'T' ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C EA. END TYP. TOP & BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" BOTTOM ATTACHED w/ (2) 1Odx3" @ 4" O/C SDS SCREWS TO TRUSS & (4)1/4"x3" SIMPSON SP2 wl 12 1 16d TOENAILS SDS SCREWS TO PLATES AT 36 O.C. ( ) Od 2x4 LEDGER (MATCH BOTTOM DBL. TOP PLATE NAILS AT EACH STUD CHORD SLOPE OF ADJACENT STUD WALL (SEE TYP. SEC.) ) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 SIMPSON H10A w/ (18) 10d x 1 12" AT EA. 2x4 OUTLOOKER OUTLOOKER @ 24" O/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ 24" MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB lo LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" (2)16d NAILS OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. En ES AND 12" O.C. FIELD /-JACK TRUSS S E PLAN FOR 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4 DIA. x 7 LAG SCREWS OR EQUAL 2x4 "T" ON TOP OF PANEL-' OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 2x4 BLOCKING W/ e 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. @ COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARING LOCATION B.U.C., SAME NUMBER OF ROWS, SAME SPACING) rD SECTION g SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 2"x4" OUTLOOKER @ 24- O.C. W/ (2)10d PER JOINT IINIMUM 2x OVERLAP TRUSS BRACING :ROSS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 3EE PLAN FOR WOOD TRUSSES 1 Odx3" 0/C OCATIONS) 2"x4" TOENAIL 6" O/C RUNNERS W/ (2)16d TYPICAL • (2)16d PER NAILS JOINT �- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. 1 GABLE TRUSS S>S "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. `MINIMUM (2)16d PER JOINT MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6-O/C 2 x 4 BLOCKING w/ (2)1 Od WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) BRACING w/(3) 10d x 3" AT 7• EACH CONN. @ 24" O/C SIMPSON HGAMI OKTA w/ (4) MOISTURE BARRIER 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"X2 3/4" BOND BEAM TITEN TO CMU MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON — LOAD BEARING LOCATIO (UNEVEN CLG.) rE� SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1)2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 010" - 3'-0" 3'-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4)1/4"xl 1/? SDS SCREWS TO TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES (TYP.) `—CONT. BEARING GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK t 1 V-0" MAX. LU a 9c� U CORNERJACK w z O R t HIP FRAMING REFERENCE PLAN 0 w a_ 2x4 BLOCKING 2x4 "r BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "r BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1 Od NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 n 1 r CONTINUOUS BOTTOM CHORD BRACING 2X4 MIN. III 1110 NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2)'T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS 31 ■ LTOP & BOTTOM CHORD GABLE END BRACING @ 4'-O" 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 W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'4" 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 glilliilfill// `,�go1l '\`�ti 0 U �O � ;4� FLO � 41i0����\`` 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 Bth Edition. Engineers signature and seal is only for the atnrcturef engineering portions of the drawing pages bearing Engineers signature and seal. o E m p 8 m N i! 00 a 4 in'32 LLLLa aj CIA M ;y L tLLgoJ U. 52 R d = 9u_ J o W r�� 0a m2 CD o a Z ILW a "p O cc N cm 5 J i Q H W (D ZLn a � Q) z CD O .0 LL NLU o 0 �N c s = c a cm m w J E E vj s i ZRe Q O E_� 18 ��$ Is1§ z o E (n C C UYU v)O o ZFLLF )2 3 �o W *3 w4 ww �� wy. Nr 0t= US 0 �N = 120 ^L' W to ■� C cc Ln N � 0 n�' W m U y Cfl r cd p = 0) . ■■. = N T r LO M N 1 0 N r E c' z z a Ema U iu a; JOB NO: 20-8081 SCALE : AS NOTED SHEET NO. S5 m m 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL " UNACCEPTABLE INSTALLTION MAX. 8 ` , DOOR JAMB (REFER TO PRODUCT TO PRODUCT P.T. TO PRODUCT PROPER INSTALLATION ` DO NOT DO THIS ' 2"x BOT. PLATE W/ (2)10d @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1 X 4 ♦ #5 REBAR (TYP,) ' 3!4"PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d 4" 1x4 P.T. FURRING " FURRING 2 ROWS 3/16" x 3-1/2" 3-1/4" LONG X 3/16"0 FURRING TAPCONS #5 REBAR (n'P') ♦ AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD @ O.C., 2 ROWS STAGGERED TAPCON @ 16" O.C. & 4" ZXg TAPCON. INTO STAGGERED @ 16" ♦ ' 1x8 P.T. FROM EACH END w/ MIN. iX8 BLOCK@ SPACING �� O.C. 2-ROWS INTO 1 DETAIL 2" EDGE DIST. ATTACH 2x BAND JOIST W/ FACE NAIL 1 Od PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL 1x8 w/ (2) ROWS 8d NALS �� 3 DETAIL ` D. s0 HOOK (TYP.) STD. 90" @TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. " STAGGERED @ 12 O.C. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1I2" DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. TO PRODUCT 10 J METAL SEAT PLATE DOOR JAMB �JLJIL.. NOTE: O.C. & 4" FROM (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL TO PRODUCTE IIJ' LAP SHEATHING TO DOOR JAMB (REFER EACH END W/ MIN APPROVAL FOR CONN. 2x8 P.T. w! (2) ROWS 3/16"Lila7/ ♦ BOTTOM OF BAND JOIST TYPICAL TO PRODUCT x 3-1/2" TAPCON @ 16" OEDGET. APPROVAL FOR CONN. 1x4 (2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH FURRINGSIMPSON TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. 4" FROM EACH END wl 2x8 P.T. ATTACH SECOND PLY w/ +2" NOTC @FIRST COURSE HGAM1OKTA 12" O.C. �° w/ (4)1/4x1 1/2" SDS SCREWS MIN. 2" EDGE DIST. 2x8 ..Q'D (2) ROWS 10dx3" I ♦ INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK 2x DETAIL 21 /4" DETAIL STAGGERED @ 12" 0' 3-1 /41' DETAIL NOTCH WEB AT THE ' t5" FIRST 2 COURSESFILLED BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC CELL FOUNDATIONPER PLAN FILLED CELL INSTALLATION H 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 A -A UPLIFT CAPACITY _ W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. 1610 # FOR 2 STRAPS FILL RSES EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8" D W/GR UT SOLID wiGRouT ,r 1 PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. &BUCK SIMPSON HM9KT w/ (4)1/4"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"x21/4"TITEN = 2150 #) 2 x 8 45' DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION - 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 1/2^ BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. CONTACT ENGIINEERR RECO TD FOR SCRIBE (NOTCH) FACE OF ARCH W/ (3)10d NAILS ..: OVERRAN �' �.� .. BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL .•:,.. .. CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHO ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-O" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL (2)10d NAILS @ 8" O.C. 4 MAX. RAD. ARCH DETAIL USE (1) SIMPSON 1/2 HD TITEN (CENTERED) w/ 0 TO TRUSS TOP CHORD MIN. 4" EMBEDMENT AT 16" O.C. �/ CF + �OTy 1 1 n-0° 51-01 SCALE: N.T.S. 12 + PLYWOOD SHEATHING Qs'.) JACK TRUSS PROVIDED BY SEE i + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24 O.C. + + INISH FLO 2 x 8 BUCK -CONNECT TO BLOCK SECTION + + BLOCKING AS . ° . .. ''p ' WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED � + REQUIRED >• ° •: ° '•� EMBEDMENT INTO ) /4„ MAX PER NAILING SCHEDULE ALL TO SUPPORT TRUSS • ' #5 BAR 2'-0" 8" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON i + SOFFIT + ° " .' ° p ° p• 10 ° ° ° : •• CENTERED W/ IN TOP BLKG. & BUCK 2X6 TO 2X4 (10) 2X4 SYP ° ° ' ' ° ' ' • 4 1 X 4 FURRING 8d NAILS EACH TRUSS ° :� KNOCKOUT/ N 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ CONNECTOR '° _ MONO FOOTING .• ° PROVIDE 2 x 8 DWG. BRACE BTWN,,, (3) , SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE BUCK - (1) WITHIN 4" 12d NAILS SEE LINTEL 7 • AND SECTION DETAILS -I BRACE EXCEEDS 24" JACK TRUSS PROVIDED By—/ SCHED. LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 ° lit CLEAN FILL • 2 x 8 VERT. BRACES INSIDE TO ALLOW FOR INSULATION ARCH () #2 SYP @ 24" O.C. ENTER SO IT .► • DIRT b z TO BE INSTALLED BUILT UP PLWD. BUCK - .100 14'-0' MAXPLAN PRECAST LINTEL °••.Q °ffTANDARD ` HOOK N SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN ° TO FIT ARCH CONNECT W/ START OF ARC IF TRUSSES USED) W/ (2) #6 X 4%" WOOD FOR OVER HANG FILLED CELL - - ��L- •. �.� 8d NAILS 2 x4 SOLID BLKG. (FULL WIDTH OF WALLS) 4 MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") , . , , �. ,. L, BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE (2)1/4" X 31/2" TAPCONS AT 16" ` : INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. b... r .- .- .• ANCHOR INTO ARCH BLKG. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS ARCH DETAIL K 13-13 SECTION @ ENTRY L SECTION @ ROOF EXTENSION M REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" = V-0" SS SCALE: 3/4" = V-0" SS SECTION DETAILS SCALE: 3/4" = V-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION, ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"4" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR x 1 SIMPSON2" MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY t 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER "SQUEEZED" W.W.M. AT PERIMETER 1/2" NAILS STUDS & (1) - NAILHTT4 U S & (1) COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. 5/8" DIA. ALL THREAD ROD L #5x6' EMBEDDED INTO EXISTING BOND BEAM PER ANCHOR E INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 a. PANEL ) OCCURS TOP WITH MIN. 3" EPDXIED wt SIMPSON "SET" x Z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 6 '-0" EPDXY MIN. N. 6"EMBEDMENT & SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER 3" MIN. EDGE DISTANCE FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP v NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE o THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL ;; n ;'�—'� ° TT w ii A REINFORCING AS FOLLOWS: Y '.. ..^^, a 1 * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT "° `�'' P° to g * PRESS PANEL REINFORCING INTO PLACE. 6 MIN. LAP SPLICE W/ U z #5x6' EMBEDDED INTO EXISTING FOOTING (2) #5x6 IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL ' i� cain FILLED CELL SMOOTH. DO NO FURROW. ° ° ° N DRILL 3/4"x5" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NO T FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP GRADE °. p . ° SET BAR IN EPDXY ,,.. G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST ,k•.. SPLICE NOTE: N " REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. z ° TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT � � ° a 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ° (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. COVER EA. WAY SECTION 7r A 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN L EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. �fE��� , �\,\11�\1t11111ittElt O ��` Q' DNS E � • .,� 9 '• C) w FLO O IcE S W O" � N \\\ i�. M/titllil10\\\\\\ To the best of the Engineers knowledge, information and bellef, 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. a o � r o a N J 0 9 n C # ap tL 7 a r' LL a LL LL a Z �W- tz�o g mm09 CO L OD N C a' 0 z ODUJ ❑ao W z co z J a. to z CD -155 ,4 -+ N W �Ln W N Lr (V LU o z W z u E o .0 o° �RR R Zo Q Q'z iV 0�a� a U ZaE tk • ra C � o � 3 8(� 0z m f o Z N 3 o 8W aZ 3Z a a °d Dw = U yLL T� TU�0 pj m 3 0_ EN �: W W 0 .> c LO N a C 0 N r cc Q N T r LO E c O CV)Z Z c a E U H m JOB NO: 20-8081 SCALE : AS NOTED SHEET NO. SS 83 A *DIAGONAL SPACED AT 15'-0" O.C. MAX CONTINUOUS LATERAL BRACING - NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS FOR NAILING CROSS BRACING DETAIL (TYP.)r1 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 BLOCKING X-BRACING - 2x4 SPF OR SYP w/ 2-16d @ EACH TRUSS WEB 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 TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - MAX & EACH END ALTERNATE e CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. �L WOOD TRUSS A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE _ VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE:NTS DIAGONAL - AT 8'-0" MAX TRUSS SEE ROOF PLAN SHEATHING fi 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q 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"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM 2X4 CONT. AT-j CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING 3 SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT VARIES ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 2x4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d COMMON TRUSSES. TOENAILS TO TOP SEE TRUSS PLAN PLATE & (2) 12d END NAILS TO TRUSS MIN. (2) 2x4 PFP FPLATE FOR CONNECTION INFORMATION. BOTTOM CHORD VARIES SEE PLAN FOR WALL LOCATION MIN. 2x4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO SEE PLAN FOR PLATE BELOW TOP OF WALL ; MIN. 2x4 #2 SYP P.T. PLATE W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE 16" O.C. MAX. INFO. SECTION @ ENTRY r8 SCALE:NTS SIMPSON LSTA18 w/ (12)10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZI & ADDITIONAL INFI HIP G.T (2) 2x8 #2 SYP wi O.S.B. FLITCH PI TOP @ TRUSS E U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY 2 MASONRY WALL r4 SCALE:NTS SIMPSON HUC410 w/ (14) SEE PLAN FOR CANT. 16d INTO HEADER & (6) 10d INTO BEAM - SEE ROOF PLAN FOR MORE i INFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON SCHEDULE/PLANM OPTION B CONNECTION INFO OPTION C 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) SCALE: 3/4"= V-0" A F A SEE PLAN FOR SEE PLAN FOR SIMPSON CANTILEVER IF MTS18 w/ (14) INDICATED 10d NAILS TYP. U.N.O. CORNER 4 SEE FOUNDATION PLAN FOR MORE INFO COMMON BM. ATTACHMENT SCALE:NTS 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM J FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE:NTS SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. TRUSS 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM CL MIDDLE BM. SPLICE OVER CENTER OF POST F- SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. �• MASONRY WALL BELOW: SIMPSON 4. HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM . BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN 4. (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE SCALE:NTS JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. KNEEWALL 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. BUILDER FRAME RADIUS AS REQUIRED ENTRY FRONT WALL 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 LUS26-2 w/ (8)16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. 2X10 #2 SYP CONT. LEDGER w/ (3) VERIFY WITH PLAN FOR LOCATION AND DIRECTION 1/2" X 41/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: NTS LOW ROOF/WALL SHEATHING ATTACHED PER NAILING SCHEDULE 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/--/ L (2) 2x6 BLOCKING UNDER`- FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE:NTS DETAILS &SECTIONS xo�jtllll lilt/ �INN' �� P SEi�•'' Q J • C2\ FLD•:'� ROFE SSIO�r To the best of the Engineers knowledge, infonnabon and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residentlel Bth Edition. Engineers signature and seal is only for the structural engineering portions of the drayWng pages bearing Engineers signature and seal. a tp pip 48 2Qv N Lo V n m It0 °' u Lu tor'n��R LL a. , N m Ih i! a �LLU_ 0. Z = ro- R Imo W Mr-;; m Q i �mmcc ?• IL J 0 N c+j z U � W Q J � tJ ❑❑❑ � z z J a to N - N 0 C1 W 0LnW 8 LA -5 U = z. Q N z� z M J E rl�a - 2 Z• E Ou "I oa zocli E o E ao $= 8Z wW m N c N� o Zz z J 3 mw ° W C g U a w w - co 3 y LL 2 = co v °zla � 3 C `-N = m W m c L0 c J CO Y � C)i A� m U N (0 r -0 04 = p 0) T r T m Lo M P 0) N T W � N C,)o N Z z C s O E d ai a U Q p JOB NO: 20-8081 SCALE: AS NOTED SHEET NO. D1 III ii _ - rz, Li _ 1 .1�,. - - ,..rY..ti_., THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/6" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER SEALANT AT 1)WINDOW 4) SEALANT JOINT BUCK TO OUTSIDE EDGE OF ' MASONRY •S WINDOW BUCK , 2) SEALANT JOINT 5) SEALANT FROM '' INSIDE EDGE OF WINDOW FRAME +, WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDINGAND WINDOW FRAME 3) SEALANT WINDOW FRAME TO WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE WEATHER RESISITIVE BARRIER WOOD FRAME CONSTR. TAPE EXTERIOR SELF -ADHERED FLASHIN 3 SHEATHING BY LAPPING DOWN -� OVER RIM JOIST AND UP WALL BY 6 IN. (�68EMBLEO Vi1NDdN) t I - �- WEATHER RESISITIVE a BARRIER SEAL TOPS OF JOIE UNDER DECKING SELF -ADHERED FLASHING (SEE DETAIL WP07) HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weather resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING -� DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW IL �Lll\l J NAILING FLANGE SCS 06 02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING EXTRUDED SHOULDER DECK JOIST SELF -ADHERED FLASHING 2XFRAMEWALL PRODUCTS DETAILS TILE FINISH - 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 Rinstructions in each detail that corresponds to the numbered items in the list 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 1/2" DUROCK- 8 2 SELF -ADHERED FLASHING WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL SELF -ADHERED FLASHING 1 2 SEAL TOPS OF JOISTS UNDER DECKING 8 (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SHEATHING E �3 NM SELF -ADHERED FLASHING 3" MIN T-4" PER PLAN 1'-0" PER PLAN lLl CO m Z Nt SELF -ADHERED FLASHING OUTSIDE CORNER �- DOOR ROUGH OPENING - 3/4"A"BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR RIM JOIST WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm: 30.5 cm) SELF -ADHERED FLASHI EXTERIOR CEMT. FIN. BUILDING PAPER SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE FLASHING JAMB & HEAD THROUGH SELF -ADHERED 7 FLASHING, SEE FLASHING SELF -ADHERED FLASHING---,,k FLANGED WINDOW �\ (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD 8 z SELF -ADHERED FLASHING PATCH SELF -ADHERED FLASHING 1 2 4 5 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUTP-Z 8 a a ._,, G ° , ° LU d PLASTER STOP CO CONTINUOUS BACKER-r M W ROD & SEALANT U SLOPED MUD BED ° _ � 8 ° d ° to � Cn° A VINYL SHOWER PAN p , ° ° . __ >�d SLOPE e d ° ° d ° a � a a a a SHOWER SEAT a SELF -ADHERED FLASHING INSIDE CORNER FLASHING REQUIREMENTS R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall include flashing as described in Section R703.4. A water -resistive barrier is described as a material behind an exterior wall covering that is NG intended to resist liquid water that has penetrated behind the exterior covering from further intruding into the exterior wall assembly. An exterior wall covering 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 barrier, insulation, or for aesthetics, including but not limited to, veneers, siding, exterior insulation and finish systems, architectural trim and embellishments such as cornices, soffits, and fascias. 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 O layers shall be 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. Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater ' than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. 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. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard SCORED as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing RELEASE PAPER shall extend to the surface of the exterior wall finish. Approved corrosion resistant flashings shall be installed at the following locations: (BEFORE FOLDING, SCORE 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall RELADHESIVEAS SHOSE PAPER TO WN) finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings �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 THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER 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 2 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 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. 6 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMANVDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 7 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. • 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in autters. Water Resistant Barrier Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) -o--o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS �S STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF - - DRAINAGE PLANE WRB l BOND BREAK WRB NSF LATH Ll R��All ER STOP A NUOUS BACKER ROD LANT VTITIOUS FINISH THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. ::k.. P } . Cement Plaster in accordance With ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor - 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/211to 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 ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all 0 0 N N 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with fie 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal Is only for the struck engineering portions of the drawing pages bearing Engineer's signature and seal. W W 0 i` IA a - LL F�M LLa (DL3 a LLd Q 0 d LLLL .6Ngy' i ooZ 0"a m9N W �rn 0 a D a L6"Z NIIII Co N !� G N N M Q O 7 �" Z E300 W 0 z z p J G a - N z ■ U "O Q s N �N C N J 1- CD c E E 0 ss Z - o E U o� !ig Z N ~ >r g . Fo a� �x r0 N a) .8 i� 0 $LL Zto .I 2y 0 Wy T wLL U Z �Ll � �Z c oow co aid 0 t ;3 .2N = > 0 .> c LO co J M O /11 m U co N ? N �T r- 0) ■ � M O N V t� r T 2 M 00 a) r � E O M 6 Z E E E d m m a U JOB NO: 20-8081 SCALE : AS NOTED SHEET NO. W P n Mounting Brxkots (10 Gaugel 4-1120 x+112' x 2120 See Anchor 8oits 117M A32S Gaw, t7 3 !►p a 1 Washers Self inking Nuts Back Cross Support " (May be cut to W) Right Bracket (16 Gauge) Self -Drilling Screws A/C Unit dtmom Edge �Murricane Snap (Typical; 3 in front) Front Cross Support (allay be cut to W) Left Bracket (16 Gauge) #14 SeMiling Scn% Thru BtaEkers & Back Cross Support Into A/C Unit Bottom Side (Typical; 3 each side for hurricarre use) "INSTAIIAIION lNff7AMA1lON - 1 Florida Department of Business & Professional Regulation Page 1 a2 Building Codes and Standards SrAMIS Product Approval Application Detail 22111 Entity or � ode Pending am B= v«ato" Manubd rein Swma prtalnear & Llcartw validated By > submitted FK Approval moved atom Revision 2017 Gulf Coast Supply & Manufacaning, I.I.C. Eno David Daniel S. Kuhn Locke Bowden P.E. 10/122017 1 O1102017 10/172017 12/122017 Approved Category: Rocrng (352) 4WO778 PE-75519 (334) 300-1800 Subcategory; Metal Rooing infoQOulkoastwp oll Camille ce Method: Evaluation Report from a Flolda Registered Architect or a Licensed Florida Praesslanel Engineer Pro= Model. Number or Name OudkvAmmeme Product won Coretract EXONaMm 099 Aoorovedfor Use AoorovedforUse In HIVNZ Outside Z Iloeffi Resistant DWan Pregame 1 0.032&qud; aluminum 5V Crimp Mn 0.032&qud; 5 V Crimp Aumin Lim Roof Panel 04/122024 No Yee N/A +NIA/ over 15/32&quot Plywood -108.5PSF 2 0.032&quo; Aluminum Guff Lek Mn 0.032&qud; Aluminum Guff Lok 18&qud; Wide 041122024 No Yes N/A +NIA/ Roof Panel over 15/32&qud; Plywood -116.OPSF 3 1&.qud; 249a. Gulf Snap 1&qud; Gull Snap 24 Ga 17&qud; wide Roof Parcel 04/12rt024 Yes Yes N/A +NlAI--131.OPS over 1502&quo: Plywood 4 %quot 24go. VersaLoc 1&qud; VersaLac 24ge 16.5&qud; Vide Roof Panel 04/122024 Yes Yes NIA +NMI over 15/32&quot Plywood -138.5PSF 5 1&quo: VersaLoc .032&qud; Aluminum %chid; VersaLoc min .03211l Aluminum over 04/122024 Yes Yes N/A +N/Al 1542&qud; Plywood -101.OPSF 6 1.5&quot 249a. Gulf Snap 1.5&qud; Guff Snap 24ga. I68,quot Wide Roof 047122024 Yes Yes N/A +NMI Paid der 15)32&qud; Plywood -116.0P8F 7 1.5&quot 24ga. VerseLoc 1.5&qud; VersaLoc win 24ga. 166,qud; wide Roof 04/122024 Yes Yes NM +N/A/ Panel over 15a2&qud; Plywood -123.5PSF 8 2&quot 24ge. Megal-oc Mn 24 Ga. 28qud; Megel-oc 18&qud; wide Roof 04/122024 No Yes N/A +N/Al Panel over 15/328qud; Plywood -108.5PSF 8 24 Ga. Guff Lok kin 24 Ga. Gulf Lok 16&qud; Wide war 15132&quot 04/122024 No Yes N/A +N/A/-96.7PSF 10 24 Ga. Gull Seam Plywood Mn 24 Go. Gulf Seam 166,qud; Wide Roof Penal 04/122024 No Yes N/A +N/M-93.5P9F am 1x4 Wood PurBns over I&G2&quot Plywood 11 24 Ga. Gulf Seam Mn 24 Ga. Guff Seem, 1 314&qud; Snap Lack, 041122024 No Yes N/A +NIA/ 188qud; Wide Roof Panel over 15/328uqud; Plywood -108.5PSF 12 26 Ga. 5V Crimp Mn 26 Ga. 5V Crimp Roof Panel Over 15/32111,qud; 04/122024 Yes Yes N/A +NM/ Plywood -158.5PSF 13 26 Go' 5V Crap Mn 26 Go. 5V Crimp over 1592&qud; Plywood 04M22024 No Yes NIA +NM/-131.PSF 14 26 Ga. 5V Crimp Mn 26 Ga. 5V Crimp Rod Panel over 1x4 Wood 04/122024 No Yes N/A +N/AI Purins overISAUctud; Plywood -156.5PSF 15 26 Ga. G+If Lok Mn 26 Ga. Guff Lok 16&quot Wide Rod Panel over 04/122024 Yes Yes N/A +N/AI 15/32&qud; Plywood -161.OPSF 16 26 Ga. Guff Lok Mn 26 Go. Gulf Lok 16aquot Wide Rod Panel over 04/122024 No Yes N/A +N/0/-63.5PSF 15/32&qud; Plywood 17 26 Ga. GuhPBR Mn 26 Ga. Gulf PBR Roof Panel over 15/328,qud; 04/122024 No Yes N/A +NIA/ pill -154.7PSF Florida Dapertnient of Business & Professional ReguWion Pege2 oft Building Codes and Standards 30 mis Product Approval Appecaaon Dallas tSIA eowffndfor Um Amoaed for tiaa Magid Belau tat» tsllHlR 18 28 Ga. G Iron Min 25Purlins Go. G M RodPand l x4 Wod o OV122024 Yes Yes NM N011 ove3 �am i81 19 28 Ga. GdIPBR Mn 28 Ga. Gd IPBR over 15/321lqud; Plywood 041122024 Yes Yes Niel +NMI -154.7PSF 20 26 Ge.GNMR 28 CA. GLMPBR tx4 Wood Pudns over VI O20M No Yes NIA 7PEiF 1Min ir6 � 15 21 25 Ga. GUMm Minn 28 Ga. over tx4 Wood Private over 04n22(R4 No Yes NIA 28G�C4AMb Plywood 1642PSF 22 29 Go. GrIMb Mn 26 Ga. GuIlRb war 116/3Uquct Plywood 0022024 No Yes NIA +NMI -159.2PSF 23 26 Go. GrlBfb Mn 26 Go. GuIlRb over 1Sri28quat Plywood 04111=024 Yes Yes NIA +NMI -1592PeF 24 26 Ga. GUMS7 Min Go. GL#Rlb over tx4 Wood Plurals over OV122024 Yes Yes NIA NIN 1&4326 Plywood 84.2PBF 25 29 On. GuMib Min Ga. t*RbPlywoodover 1x4 Woad Puna over 04If 22024 No Yes NM 29 -123.5PBF 26 29 Ga. G lift Mn 29 Ga. GIlRb over 15W&gaet Plywood 0022024 No Yes NM +NMI -14&OPSF 21 29 Ga. GUM211ti ail 29 Ga. GLMM over 10 WOOS Preens over 041122024 NO Yes N!A ♦NMI 7irl"Wat o.s.B. -101.0psF 28 20 Ge. GuMMr Mn 29 Ga. GtMb over 71168quat 0.6.6 0022024 No Yes NM +NW -116.OPBF ANKILQUO Code Maslen: 2D17 FL* 11651 Appian Tjrpa: ALL Product Mandeabsw: ALL Ca6gnr ALL SubcdoeorF: ALL Appasa/on stsbrs: ALL Cartpierr I momwd: ALL Quality Aerrarea lady Contract Opined: ALL ProdlMt Model, Mawbor or Mears: ALL Product Oaalptlire ALL ApprorMfwumin HWKr: ALL Approved far sae orlatde WAM* ALL ALL Dodge pressure: ALL Dote From: ALL Data TO: ALL coda Entity or M 20 DitieP>trlim M J)m YYdga YiDUf , li&L ergzodwKAMOM Valydatal By idw" film tfi1110M Revision 2017 Smart Vent Products, Inc. Michael Graham Hermes F. Norero P.E. Locke Bowden P.E. 08/172018 0a/172018 08232018 IW 2018 Approved Category: Structural Components (877) 441.8368 PE-73778 (334) 300.1800 subcategory: Products Introduced as a Result of aHoQsmatventcom New Technology Carrrollanee Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Prdessional Engineer Aw.i Product on g � Anoravad for Use Aootwd to NVHZ ade fir Uo rca UM kmod fill Jim li9iiYtt 1 3martVant Model Ar1540.510 Dual Function Flood and Ventilation Vent 12/312020 Yes Yes NA +100F10o 2 SmartVent ModelaH540-511 Dual Function Flood and Ventilation Vent 12t312020 Yes Yes NM +100F100 3 SmMVent Model#1540.520 Insulated Flood Vant 12/312020 Yes Yes NIA +100/-100 4 SmartVent Model #1540.521 Insulated Flood Vent 12/311202D Yes Yes NM +1006100 5 BmartVant Mode1411540-524 16&qud; Garage Door Flood Vent 121312020 Yes Yes NM WA 6 SmartVent Model #1540.570 Wood Wall Insulated Flood Vent 12/312020 Yes Yes NIA +1001-100 7 SmerlVent Model #1540.574 14.5&qud; Garage Door' Flood Vent 12/312020 Yes Yes NM WA FL10446.2 ESR-2806 12/31/2020 A3 FL17244.1 ESR-M55 12131/202D A23 _. HD210-2 Fill_ _ ESR-3445 12/31/202D HU210-2 FL10856.4 ESR-2549 12131/2020 HD212 2 FL17232.3 ESR-3445 12131/202D HU212-2 FL10856.4 ESR-2549 12/31/2020 1 --�-- --- FL172___..-- ESR-3445.--__.... 12/31/2020 HU216 FL10856.5 ESR-2549 12/31/2020 HD216-3 FL17232.3 ESR-3445 12/31/2020 HU216-3 FL10856.i ESR-2549 12/31/202D _._. HD28 .__....___. FL17232.2 _. _...._._..___._............_...._.._.... __..._._ ESR-3445 ._._.._..._ _ _-__ 12/31/2020 HU25 FL10856.3 ESR-2549 12/31/2020 " ' ~ HD28-2 ' FL17232.3 ._._ ESR-3445 12/31/2020 HU28-2 FL10&%.4 ESR-2549 12 5i-i5 20 __--__..--....._______-_- HD410_ FL17232.4 .___._...__-------_ ESR-3445�-_-'-_•'�"' 12/31/2020 HU410 FL10656.9 ESR-2549 12/31/2020 HD412 FL17232.4 ESR-3445 -' '-----� 12131/202D HU412 FL10856.9 ESR-2549 12/31/202D HD810 FL17232.4 ESR-3445 -- -� 12131/2020 HU610 FL10856.10 ESR-2549 12/31/2020 ._HDD410 - _ --- FL17241_?__ __ ._ _---._. ._...____..__.._._........_. ESR-3444 12(31/2020 HUCQ410 FL11468.11 SIM200804 12/31/2D20 HGA10 FL17699.1 Evaluation R 12131/2020 FIGAiOKT FL11470.4 SIM200803 12131/2020 HGAM110 FL17699.1 Evaluation li 12/31/2020 HGAMiOKT FL11470.4 SIM200803 12/31/2020 HHCP2 FL17236.7 12131/202D Ill FL10447.2 ESR-2551 12131/2020 " HTA16 - _ FL17BW.4 _ _ESR-3448 -_- Evaluation Report _ _ 12/31/2020 HETA16 FL11473.5 SiM200802 12131/2020 _ _HTA20-18 -HTT16 FL17680.4 Erleluatian R t __^ 12/31/2020 HETA20 FL11473.5 SIM200802 12131/2020 Fill- E1laluatitsn RT2n 12/31/20201 HT IM FL11496.1 ES-0130 12131/2020 HTT45 ._.__HTW16- _ - _- FL17324.2 _.___.._........__.EreluatiornReport _......_.._.___.._ 12/31/2020 HTT22 FL11496.1 ES-0130 12/31/2020 FL17244.8 ESR-3455 12131/2021) HTS16 FL10456.22 ESR-2613 12/31/2020 HTW20_ FL77244.8 ES11i 12/3112020 HTS20 FL10456.23 ESR-2613 12/31/2020 HTW24 FL17244.8 ESR-3455 12/3112020 HTS24 FL1045624 ESR-2813 12/31/2020 _- _ _ F HTW30 - FL17244.8 _ . . ---_- - _ ESR 3455 12I3112020 HTS30 F11-1045626 ESR-2613 12/31/2020 _ _ HTWM16 - FL62212 - - yEreluation Report ---_- - _ _-� �- 12131120120 HTSM16 FL11473.11 SIM200802 12/31%2020 HTWM20 FL62232 Evaluation R 12131/20201 HTSM20 FL11473.11 SIM200802 12/31/22020 HUGT2 FL6223.3 Equation ReQat_ _ __ _ 12131/2020 HGT2 FL10456-18 ESR-2613 12/31/2020 HUGT3 FL6223.3 Evaluation BeM 12/3l/2020 HGT3 FL10456.19 ESR-2613 12/31/2020 HLIS210-2 Ft17232.6 ESR-3445 12131/202D HUS210-2 FL10056-R4 ESR-2549 12/31/2020 HLIS212 2 _...._...- -• FL17232.6 - _.._...-......._...... ESR3445. _-......._...-._...__.___.__ 12/31/2020 HUS212-2 FL10856.11 ESR 2549 12G112020 HUS26 FL17232.6 ESR-3445 12/31/202D HUS25 R-10858.11 ESR 2549 12/31/2020 _ HUS28 - FL17232.6 _ - - ESR-3445 12/31%202D HUS28 FL10856.11 ESR-2549 12/31/2020 HUS28-2 FL17232.6 ESR-3445 12131/2020 HUS28.2 FL10856.11 ESR2549 1122//3311//220022200 _ .L24 FL17232-7 12/31/2020 LU24 FL10655.103 ESR-2549 12I31/2020 J 25 F2-' ---__-_-.____ESR-3445 ESR-3445 1231/2020 LU26 FL10655.104 ESR-2549 12/31/20 0 .. ._._..__................._.............s210-2 R-1723ZIl ESR-3445 12/3l/ WS210-2 FL10655.107 ESR-2549 JUS24 FL17232_10 ESR-3445 12/31/2020 WS24 FL10655.109 ESR-2549 12131i2020 -JUS26 -'_ - FL17232.11_- 12/31/2020 WS26 FL10655.111 ESR-2549 12/31/2020 -JUS25-2� Fill11 -_'-- -_-_._... T... .ESR-3445 ' 12/31/2020 LUS�2 FL10655-112 ESR-2549 12/31/2020 FL1723211 ESR-3445-___.... ._._..__ _ 12/31/2020 liR-10055-113 ESR-2549 12/31/2020 _ __....__� .........__._ FL1723211 _ _._._._.ESR 3445-- 12/31/2020 WS46 FL10655-118 ESR-2549 12/3112020 KLEG3 FL17241.15 ESR-3444 12/31/2020 LEGS FL10667.71 ESR-2615 12/31/21320 KST260 - -- FL17244.15 i ' ESR-3455 12/31/202D MST60 FL10852.7 ESR-2105 12/31/2020 LSTA12 FL17244.18 ESR-3455 12/31/2020 LSTA12 FL10852.4 ESR-2105 12/311202D _ .__li 5___.`. FL17244.18 `_..____.... ---- ---ESR--3455 -~ 12/31/2020 LSTA15 FL10852.4 ESR-2105 12/3112020 LSTA18 FL17244.18_ ESR-3455 12/_31/2020 LSTA18 FL10852.4 ESR-2105 12131/202D LSTA24 FL17244.18_ -_ - -�- ES,R-3455 - -' -'--_ - 12/31/2020 LSTA24 FL10852.4 ESR-2105 12/311202D �' LSTA30 _ FL17244.18 -'- - ESR-3456 - - - - 12/31/2020 LSTA30 FL10652.4 ESR-2105 12/31/2020 LSTA36 FL17244.18 ESR-3455 12/31/2020 LSTA36 FL10852.5 ESR-2105 12/31/202(1 LT_S19 FL17219.2 ' ' Ell 12/31/2020 LTT19 FL11498.3 ER-130 12/31/2020 _ _. LTS206 FL1721119.2 ._.-ER-0200 - 12131/2020 LTT20B FL11496-3 Ell30 12/31/202D LT R31 -'-FL17219.2 �- --�� - ER-0200 12/31/2020 LTT131 FU 1496-3 ER-130 12/31/2020 LTW12 ' -� FL17244.8 ESR-3455 1213112020 LTS12 FL10456.29 ESR-2813 12/31/2020 -.LUGT2 - _.. __.-'"__ FL17240.2__._-_..... _ ESR-3447 12/31/2020 ll FL11470-7 SIM2008M 12/31/2020 MP3 FL17244.22 ESR-3455 12131/2020 LS30 R-10446-15 ESR-2606 12/31/2020 MP34 RL1724423 ESR-3455 12/13112020 A34 FL10446.3 ESR-2606 12/31/2020' Mill FL1724424 ESR-3455 12/31/2020 Ill FL10446.19 ESR-2806 12/31i2020 MP5 _...___....._... FL17244.22 ____....__.__..............._ _ ESR-3455 W 12/31/2020 LS50 FL10446.16 ESR-2606 12/31/2020 MPH3516 FL17240.3 ESR-3447 12/31l2020 WM1416 FL10667-86 ESR-2615 12/3112020 - MSTA12 FL17244.18 ESR-3455 12/31/2020 MSTA12 FL10852.8 ESR-2105 12/3112020 MSTA15 RL17244.118 ESR 3455 12/31/2020 MSTA15 FL10652.8 ESR-2105 12I31/2020 _ _ _.._ MSTA18 _mm _ _.... _ FL17244.18 _ - ESR-3455 1213112020 MSTA18 FL10652.9 ESR-2105 12/3112020 �MSTA24 __-.._ .........___..__-FL17244.18---__.... _...._...._.._...............-._._ ESR 3455 12131i2020 MSTA24 FillESR-2105 1213112020 _._._ MSTA36 __... FL17244-18 _._.........__...._........__......_ ESR-3455 _ _...... 12131_..1 MSTA36 FL1_2020 0852.9 ESR 2105 .............. 12l31l2020 _._.__..MSTC40'-- FL17244.26 -_-' _ _-_ _ ---__.- ESR-3455 12/31/2020 MSTC40 FL10852-11 ESR-2105 12/31/2020 MSTC52 FL17244.26 _ -----_ESR-3455 -- _- 12/31/2020 MSTC52 FL10852-11 ESR-2105 12/31/2020 FL17244.8 ' '- --' ES1l - 12131/202D MTS12 FL10456.33 ESR-2613 12/31/2020 ---MTW16_ _ FL17244.8 ' ESR-3455 12/31/202D MTS16 FL10456.34 ESR-2613 12131/202D ----.___MTW18 - FL17244.8 _..__ _ _._ ESR-34 _.._____....._ 12131/202D MTS18 FL10456.35 ESR-2613 12/31/2D20 MTW20 FL17244.8 ESR-3455 12/31/20M MTS20 FL10458-36 ESR-2613 12/31/2020 -_ MUGT15-" - -_ FL17240.5 ESR-0447 12/31/202D MGT FL11470.9 SIM20DOW 1213112020 NFM35k12 Ill Evaluation R� 12/31/2020 MBHA3.56111.25 FL13904.6 ESR 2516 12131/2020 NFM35Xi6U R-578.3 ��� Report 12/31/2020 MBHA3.56/16 FL13904.6 ESR-2616 12/31/2020 PAU44 FL17239-13 ESR-3449 12/31/2020 HDU2 SDS2.5 FL10441.4 ESR-2330 12GI/2D20 ___-- - PAU66 R-17239.13 -- � �-_- ESR-3449 _.__..._.__.._ _ _ 12/31/2020 GLTV3.516 FL10667.8 ESR-2615 12/31/202D _._. PHDZA _._ _...._._..----..._ FL17219.3 _ ER�� 12/31/2020 FGTR Ill 1473.2 SIM200802 12/3112020 _.._._.___ ...-......._.._--.-___...____.._..__.._ PHX13516 ._._....__....._.._........_.__-_._._.._.-...._..___-_........_. FL1724120 __.__.-..._...._......_..___--_-__._-_._._.._....__....._.._..� ESR-3444 12/31/2020 CS16 FL10852.1 ESR-2105 ..............._ 12131/2020 RFUS FL62235 Evauation Report 12131/2020 11-11 F11-10456.5 ESR-2613 12/31/2020 RS150 R-17244.27 ESR-3455 12/3l/2020 IllFL10456-6 ESR-2613 12/3112020 _.._RT15 --- -----FL77236.3 -'- -- ESR-3448 ' 12131/2020 H10-2 FI-10456.7 ESR-2813 12/311202D RT16-2 Fill ..._......__..___..__ ESR-3448 - 1213112020 H10A FL10456.6 ESR2613 12131/202D RT16A FL172362 ESR 3448 12/31/2020 H3 FL10456.13 ESR2613 12/3112020 li FL17236.3 E_SR-3448 12/31/2020 H4 FL70456.14 ESR-2613 12131l2020 ___......_.RT4_._.._•__-_._ ___._........._.__FL17236.3-___._....._._ ._._. ......................_...... ESR-3448 12/31/2020 H5 F11-10456.15 ESR-2613 12/31/202D Ill FL17236.3 ESR-3448 12/31/2020 H25 FL10456.11 ESR-2813 12131/202D ._._R _ FL172-36.3-_._.__.. ESR . 3448 12/31/2020 1-125A FL10456.12 ESR-2613 12/31/2020 li FL17236.3 ESR-3448 12/31/2020 IllFL11470.3 SIM200803 12/31/2020 _ li -- F117236.3^- _ _ _ -� _ _ ESR-3448 12/3112020 Sill RL10456.41 ESR-2613 12/31/2020 Sill FL17244.30 ESR-3455 12/31/2020 Sill FL10456.42 ESR-2013 12/31/202D -- - SPT24' FL17244.31 ESR-3455 12/31/2020 SP4 FL10456.43 ESR-2513 12/31/202D ___...._....-...___.__._._..._.___.-_ SPT4 -----.__....__.._._.............._._..._._.._......__._...__ FL17244-32 ___-__._.__..........._._. ._._._. ESR-3455 __.__._ _.._.._... 12/31/2020 SP6 FL10456.44 ESR-2513 12/31/2020 _____......__..S _...__...-'_-- ---ill FL17244.32_ __.._..._ _._..---._._. ESR-3455 12/31/2020 SP8 FL10458.45 ESR-2613 12/31/202D _ Ill FL17244.32 ESR-3455 12/31/2020 SPH4 FL10456.46 ESR-2613 12131/202D SPTH4 FL17244.32 ESR-3455 12131/2020 SPH6 FL10456.47 ESR-2613 12/31/2020 SPTH6 FL17244.32 ESR-3455 12/31/2020 SPH8 FL10456.48 ESR-2813 12/31/2020 SPTHB FL17244.32 ESR-3455 12/31/2020 U24 FL10655-141 ESR-2549 121311202D _ --SUH24 ' - - _-FL1723Z 13 _......_._.... _ _ _ ___.__.._.._._....__..._..._....-ESR-3445_ 12/31/2020 HHUS28-2 FL10655.3 ES1l 12131/2020 THD28 FL17232-16 ESR-3445 12/3112020 HHUS410 FL10655.4 ESR-2549 12/31/2020 THD28-2 ' F1-1723216 ESR-3445 12/31/2020 HGUS&25f12 PLI1468.11 SIM200804 12/3112020 THD410 FL1723216 ESR-3445 12/31/2020 HGUS414 FL11468.10 SiM200804 121311202D _-'-THD412 _-- --_R-17232-16 - -_ ^ -'' _ ESR-3445 12/31/2020 HDt38-SDS3 FL10441.1 ESR-2330 12/31/2020 THD612 FL17232-16 ESR-3445 12/31/2020 MSTAM24 FL11473.19 SIM200802 12/31/2020 TI.111i - FL1723217 - - ESR-3445 12/31/202D MSTAM36 FL11473.19 SIM20DB02 12131/2020 F12033.1 _. _...__..............____-- Evaluation Report -- 12/31/2020 MSTCM40 R-11473.19 SIM200802 1213l/2020 .UGTS3F UPHD8 FL17219.5 ER-0200 12/31/2020 H1.1111 FLi1473.9 SIM200802 12/31/2020 LGT3SDS25 FL11470.7 SiM200803 12/31/2020 _.... ............... _... _-__._....._..___._._...._____---.___ LGUM25-2 FL11473.12 SIM200802 12/31/2020 July 8, 2020 PRODUCT APPROVAL SPECIFICATION SHEET (2im I As required by Florida Statute 553.842 and Florida Administrative Code 96-72, please proMde 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 i Categ Subcategory Manufacturer Product Descriptillon Approval Numbs Teat Pressures Exp. Date 1. EXTERIOR DOOM A. SWINGING ThermaTru Farber-gassic and Smooth-Star(NON-IMPACT) FL20461.1 +67.0/- i7.0 psf 12/31/2021 ThermaTru Farber -Classic and Smooth-Star(NON-IMPACT) FL20461.6 +67.0/-67.0 psf 12/31/2021 Thermal Farber -Classic and Smooth-Star(NON-IMPACT) FL20461.9 +67.0/-67.0 psf 12/31/2021 Thermal Farber -Classic and Smooth-Star(NON-IMPACT) FL20461.14 +67.0/-67.0 psf 12/31/2021 ThermaTru Classic -Craft and Benchmark FL15225.1 +67.0/-67.0 psf 12/31/2021 ThermaTtu Smooth -Star and Benchmark FL15225.5 +67.01.67.0 psf 12/31/2021 Thermal FlberClassic, Smoothstar, ClassicCralt, Rustic FL7640.1 +67.0/-67.0 psf 12/31/2021 B. SLIDING MI Windows and Doors Series 420 FL153321 - FL15332.5 +40.0/-40.0 psf 12/31/2020 PGT Series 5570 FL251.10 4/14/2021 C. SECTIONAL Clapay Building Products Residential WlndCode Doors W5 (Il FL15279.37 +30.0/-32.0 psf 5/21/2028 Clopay Building Products Residential WlndCode Doors W5 16X7 FL15279.53 +30.0/-30.0 psf 5/21/2028 ClopsClopsy Building Products Residential WlndCods Doors W6 8XT FL15279.85 +38.0/-42.0 psf 5/21/2028 Clopay Building Products Residential WlndCods Doors W6 16X7 FL15279.102 +37.0/-41,0 psf 5/21/2028 D. METAL LOWERED DRS Curries DiNslon ofAADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A see inst sin 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.01-5&0 psf 10/8/2023 PGT Series 55W Fill 7/30/2020 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.0/-60.0 psf 2/1612024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.0/-40.0 psf 4/3/2023 PGT Series 5520 FL243 4/30/2025 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2020 PGT Series 5500 FL261.1 N/A 5/26/2021 E. OTHER 3. PANEL WALL James Hardie Building Prod. Cam lank Lap Siding and HardlePlank Lap Siding A. SIDING FL131921 - FL13192.2 WA 12/31/2020 B. SOFFITS Alside Solid and Vented SofAt FL15272.1 - FL15272.2 +70.0/ 70.0 sf 12/31/2020 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHNGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2022 B. UNDERLAYMENTS Tamko 151b Felt Undeda ent FL12328.6 WA 10/1812021 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 WA 12/31/2020 Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A 7/10/2021 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/31/2020 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/31/2020 F. METAL ROOF Guff Coast Supply & Manufacturing, LL 0.032" Aluminum GuHLok 16" wide rod pand FL11651.2 R3 N/A 4/12/2024 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - F11-15076.2 N/A 12/31/2020 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12/31/2020 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS LISP Structural Conn. see chart Simpson Strong -Me see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates Fill 999.1 - FL1999.4 N/A 12/31/2020 MITek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 WA 1/1/2023 C. ENGINEERED LUMBER We erhasuser Rim Board, LVL, PSL, LSL FL6527.1 - FI 6527.5 N/A 3/31/2021 D. MATERIAL Cast -Crete Corp. High Steen Concrete Untels Fill 5& 1 N/A &21/2022 Commercial Concrete Products, Inc High Shangth Concrete Untels FL1774 N/A 5/25/2024 The products listed below did not demonstrate product approol at plan review. I understand that at the time of inspection ofthese products, the following - Inforination must be aiIallable to the Inspector on the jobsite; 1) copy dthe product approval, 2) I i I SIGNATURE DATE .6-0 N N COL) o C CU -p fly 13- Cn N CU An -0 O Q F- CU Z 4-0 U) Q u pr� FrA FFA rr r SHEET NO. PA 1,0 Florida DeIpsrtment of Business a Professional RegUlaUOn Building Codes and Standards Product Approval Application Detail Pwp I a e 12112/2018 Florida Department OT Business 8 Professional Regulation Building Codes and Standards Product Approval Application Dabll Pewaa e 12112/2018 raft @Qatar Qts no IOLba" gar gads nOIDLN I)as 2do Da,P.ence— 21s Dag Y10W ra■kWOd 2&0" ay,tlro.ratnnro. ygiob ar Mod" AMbMMM EFLA21MISA ga>mxW Am" ids YAD= #imam= C,,Ad srud—au..ro. vendMedlw You&" MOW EWLAN ug Aaamtal Lyra Review 2011 Tnerw►Tru Caponsm Rift wilght Lyrabn F. 8dnk% P.E. Ryan J. IOwp, P.E. 10n52017 OTA22017 10ReRD17 tYl12aw7 AW"d RpyNn 2017 rnerno-Tru CapoNaal Rick Wright Lyndon F. WnML P.E. 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