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HomeMy WebLinkAbout3107 Nubbin Ridge LnALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES REVIEW DATE r � tl CITY OF ZEP PLAN EXA(tAlX,`. 1k ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or 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 FR DR French Door RECEPT Receptacle ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing READ or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BILK 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 SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint MORE Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community KMIALL or K/Wall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish MIL 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 or Vert. Vertical OVP 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 W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW MDR or WDW. MDR. 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. Well Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proofing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Fir. 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 12-08-15 2.0 FRAME-WAL REVISIONS 12-22-16 3.0 Al B1 ELEV. REVISIONS 01-04-18 4.0 2017 FBC UPDATES 02-21-18 5.0 ADDED GRADE BEAM 150 MPH ENG. 03-29-18 5.1 UPDATED PER CITY COMMENTS 08-23-19 5.2 ENG. REVIEW FOR 150-C MPH LENN/%R� 2575 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET I No. CS COVER SHEET 1 MAIN FLOOR PLAN 1.1 UPPER FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAIL 4 MAIN ELECTRICAL PLAN 4.1 UPPER ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 MAIN FRAMING PLAN 7.1 ROOF FRAMING PLAN 8 LINTEL DETAILS SN STRUCTURAL NOTES SN1 DETAILS S DETAILS S4 DETAILS S5 DETAILS S6 DETAILS ST STAIR DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS D2 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 I 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/kchitect 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. �RO W N •........ Q` E DNS 6'0 = F r U �o�p � •• F L�,.' •' •��''••..... . �' �� ��i o *�. \tea �f F S1 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings wmply 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 .18 Q O cp O V M C J LL -J LL rn M0 Q >�LL awa�Y �_C1 W mor-(D W 'Ern trmoo mg Boa ' Z 'CA un I11 N � a VZ ° ❑❑❑❑ W N z z g J fh �Np CD ■ W �� Lu t t3 w OL. tN c E Ln '® ~ �$ m M M. � w Z 3g aR o m C O E N w ` ai ° ado aZ m0 Z (u UUZ y 0 SLL N < W z o W 3 go afl � =w MJO W W M5 S v RR % L ai W � ■— C r O� cc N Q a m CD to nC L.() rn r .� Z C N= r o 0 0) r M Z M ` N �; N o Z z E L a U Q 0 JOB NO: 20-0559 SCALE : AS NOTED SHEET NO. C S 3 v m LO N c v v 0 v TYP @ 2 STORY J S6 H.B.t 1 (3) 2X4 #2 SPF W/ (3)16d g TOENAILS @ BASE ___7 C q E]PAD AC PAD UP 16R 1 I I I I I (IGS I I I 6 It 9 S6 TYP @ 2 STORY I 2 I I I 3 4 5 -IG 10 0D - - - FLOOR G.T. I is FAMILY ROOM 42"SLOPI HALF WA\� (3) 2X4 *2 11_ 12 �q,, - -- O L6 A i" 8'-8" FLAT CLG. `Q W/ (3)16d TOENAILS TI E 8'-8' FLNT G. CARPET ^ BASE FLEX O, Cl) G S3 0 CIS!00 FL O G. 8'-8" FLAT CLG. CARPET PLUMBING LINE 4'-0" TO SECOND (2) #5'S X6 WALL 5-SH FLOOR 1 " DEEP r - - - - - - - - - - - c in 2068 B7�.F. ' 3'-8" 3'-8" 3'-6" - - - HDR AT 7'-4" - - - - - - - 6'-0" NTRY in N 8'-8' T CLr�. LA _ J S6 H H H C7 C71 C7 r FOYER q rn o r- B I TYP @ 2 STORY (3) 2X4 #2 SPF W/ (3)16d TOENAILS @ BASE OAPPLIANCE E DINING R 00 M PATIO 8'-8" FLAT CLG. Ix � p p OI $ OI u_ U- W.H. (3) 2X4 #2 SPF WI TOENAILS 2'-6" BUILDER TO PROVIDEI PROTECTION WHEN REQUIRED PER FBC 8'-8" FLAT CLG. TILE 3068 I I '-0"(3)16d �4 2 #5'S N ( ) q N@BASE - q (3) 2X4 #2 SVW1 (3)16d TOE4'-0" @ BASE ---- I I I I I CARPET 2 CAR GARAGE 8'-8" FLAT CLG. AFF I I I 6-2" 6'-6" 4'-10" 20'-6" I I I �q 80 EDGE OF SLAB 2" BEYOND WALL CC I I I I I I I I I III I I I I I ; I I I III 0 I 1 o I 1 10 I> 10 10 I CD ; 10 I I_j I lu_ I 10 z I1 III N j I3 I ICI I n n L----------J L - - - - - - - - - -- 3 36 04 3 KITCHEN 8'-8" FLAT CLG. TILE H1 2868 Hq REF. 2668 B.F PANTRY 16" 2x6 WALL D S3 ------------ LL 24 24 OPT C14 I I I iv iv (4 S6 TYP @ 2 STORY M-11111» H.B. T HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 J X 25 1 S.H. 13 20X38j 18}X37i S.H. 14 20 X 501 18 J X 50 S.H. 15 20 X 63 18 J X 6P 1 S.H. 16 20X72 18}X71} S.H. 11­12 271/4X26 26X254 S.H. 1H3 271/4X38 26x371 S.H. 1 H4 27 j X 50 1 26 x 50 S.H. 1H5 27 X63 26X621/2 S.H. 1H6 27 X72 26X711/2 S.H. 22 37 J X 26 36 J X 251/2 S.H. 23 37 } X 38 j 36 j X 37 3/4 S.H. 24 37 j X 50 1 36 J X 50 S.H. 25 37 X63 36}X621/2 S.H. 26 37 X72 36}X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 j WIDE S.H. 32 54 X 26 52 4 X 25 i S.H. 33 54 X 38 52 j X 37 j S.H. 34 54 X 50 52 j X 50 S.H. 35 54 X 63 52 j X 62 j S.H. 36 54 X 72 52 j X 71 j S.H. 39X59 40 X 59 WA S.H. DOUBLE 39X59 79 X 59 N/A S.H. FIRST FLOOR PLAN - B1 SCALE: %4"=1'-0" General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 112" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" AO +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 CD +28.3 / -36.4 UE +26.6 / -28.0 OF +26.6 / -32.2 O SEE SN SHEET O SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +34.0 / -44.8 WALL LEGEND TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1181" FIRST FLOOR LIVING 1093 AREA SECOND FLOOR LIVING 1489 AREA LIVING TOTAL 2582 GARAGE 427 FRONT ENTRY 35 TOTAL AREA 3044 INSULATION REQ. LOCATION I R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) H t � u t u l ►�r��� yea;tt� � • V� • _j ' t _ 4�111 O F' E S SN O `1�e`��� P{,R rutllllst� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. � a PIN c m � Q N rZ C N 0 Lo C+ b LL lJL N 1D jR _ # W tli , r' LLaa Nyt°I, 0 0 4 c a W O Q Z 0 Y Z v(0rn OXt- �_j �i W O Cm � a8LE� =co�CL a NM<0O_j R� Z cv z g r - N z V Oon LU �N c � E 8 c¢ 0 `It M w LL E O o �R Z z0 Q Z O V !f6 n' WW <z oa w ¢ R) U U.)� mo z (n W ai 4 W 3 ~� $ Z o WZ W U �o LL w �k J t0 o w >� d z°d 0. 03 �L J c� ' T 0) co -' N Q v O Cj_ C a (O r__ L J V! T .� 2 Z C)N r c ; E N C,)a y z z E o LD r c a U � Q p JOB NO: 20-0559 SCALE : AS NOTED SHEET NO. 1.0 Z. c c d 39'-0" 0 v 16 15 2x6 BEAM 14 U SLOPED CEILING TO MAINTAIN T-5" 13 HEADER HEIGHT 12 \\ I w U 2x8 #2 SYP JOISTS @ LANDING 11 @ 16" O.C. w/ SIMPSC N A35 CLIP OR LUS26 HANC3 ER TO W 10 LEDGER U I 2x12 HDR. w/ (3) 2x S DS AT Q " g " PLYWOOD @ EA. END FOR BEARING = LANDING ua c 14 8 STANDARD (3) 2X12 F STRINGERS W/ SIMPSON A35 ' LIP TO HDR. iio 6 1x TREADS (TYP.) 2x8 LEDGER #2 SYP w/ CONT. (3) 16d NAILS TO STUD 5 HANDRAIL @ 16" O.C. LO 4\ 3\ \I 2 \ I I I I I II c 7 J S6 TYP @ 2 STORY MASTER I I I I I 4 5 1 1 1 IIC53: 1 Ifill N a 1= S6 TYP @ 2 STORY c is = __ = w - -� c a in O SUITE 8'-0" FLAT CLG. -CARPFT _ R F G. _ I 1 I - I I O - - - LOFT � No 2 `.� _ _ I -- 14 _ 6 -- I ,n 6 Cl)W HS 4D2 15 16 = -- 16'-8" R.A.G. 4'- 3'-7Z» 8'-011 FLAT CLG. CARPET 3,_82» _ 3,_1» 2'-4-'-10" v 64» 2,_6» _ I = i ,n o N DR ER VTE 2868 IV O a =w Cd 6� rr° co ®o ;� l a » FLAT 36--X-2?� ATTIC15§ 1----� � ; 1 ti I ao = I I b BEDROOM 2 8'-0" FLAT CLG. CARPET I I 61 1 3 a � - 4'-0" 8' N EXT. WALL " LA CLGr B 10' �' o HU Q 5 -4" 2-41x c+J 1 SO�6 13'-71» N A SO j 6'-1 H1 6 D2 5' iv TO BE 2x4 #2 SPF STUD @ 16" O.C. U.N.O. p FIBERGLA SURROUN 60"X36" - y _� T -a � cxw tz �o z � CO _J N 2668 2668 2'-3" _ N SIM. w/ 3.5" x 5.25" ------------- 3 L 1.8E D2 FB = 2900 4068 B.F. TB R&S ----------ca N I I J co 4068 B.F. N RY 6�-51» `� 2,4„ 4�. 2 _ � Ro 3� r z" 8'-10" ~ � u- 11'-8" 0 I I 1 S6 TYP @ 2 ST Z 7-1» 13'-0" c r ' 3 1 �I _ = I.a � Ic ROOF G.T. - - T 1 -- -- N T 00, co - - - W a c BEDROOM 3 W = Q M �, H2 4 '-0"FLFj11 G. D2 I 1 8'-0" FLAT CLG. I D2 W.I.C. 18-4- FLAT CLC. I I B I8'-0" I TYP @ 2 STORY I DROOM 4 FLAT CLG. CARPET CARPET I L-----_ R&S I J ---.J S6 O EGRESS 4 F� FIBERGLAS.0 SURROUND TYP @ CORNERS 1 U.N.O. D2 H1 6 D6 THRUST BLOCK SECURED TO SLAB w/ 1/4"X31/2" TAPCONS @ 16" O.C. STAIR CALCULATIONS: TOTAL RISE = 19-0 3/4" (16) RISERS AT 7 9/16" 10" TREADS w/ 1" NOSING Stairway construction shall conform to the FBC Residential 6th Edition (2017) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: The radius of curvature at the nosing shall be not greater than 9/16 inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways with solid risers. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch between two stories, including the nosing at the level of floors and landings. Beveling of nosings shall not exceed 1/2 inch. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed accessible space under stairs shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. �T CONT. HANDRAIL RETURN TO (:A)WALL DETAILSCALE: N� SEE PLAN FOR LANDING DEPTH PLY SHEATHING OVER LANDING ATTACHED PER MIN. (3) 2x STUDS REQ'D GENERAL FLOOR @ END OF LANDING CONSTRUCTION NOTES BELOW HDR. BEAM. = 2x8 #2 SYP JOISTS @ LANDING 8 @ 16-O.C. w/ SIMPSON A35/USP STANDARD 3 2x12 () 3 MP34 OR LUS26 HANGER ON STRINGERS w/ i EA. SIDE ON A35/USP MP34SIMP MP34 CLIP CLIP TO g MASONRY OR WOOD WALL, FLOOR SYSTEM OR SEE PLAN LANDING FRAMING 2x8 #2 SYP (P.T. IF MASONRY (2) 2x HDR. WALL) CONTINUOUS LEDGER REQ'D @ END OF w w/ (3) 16d NAILS @ 16" O.C. MAX. LANDING FOR TO EA. STUD. ((2) 1/4"X3 1/2" STRINGERS TO TITENS @ 16" O.C. MAX. FOR CONNECT TO MASONRY WALL) GENERAL LANDING FRAMING INFO. SCALE: N.T.S. T-O" MAX LANDING LENGTH HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2' FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) -1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) -1 3/4" X 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 1 Ann EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. SPF #2 >9'-0" 2x6 SYP #2 16" O.C. * IF WITHIN 4FT OF END ZONE, USE DOUBLE STUDS AT CORNERS - WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT *' SEE C/S6 WALL SCHEDULE WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18JX25i S.H. 13 20 X 381 18 J X 371 S.H. 14 20 X 50 1 18 J X 50 S.H. 15 20X63 18JX62J S.H. 16 20X72 18JX71J S.H. 1 H2 27 1/4 X 26 26 X 25 J S.H. 1 H3 27 1/4 X 38 J 26 x 371 S.H. i H4 27 J X 501 26 x 50 S.H. 1H5 27JX63 26X621/2 S.H. 1H6 27JX72 26X711/2 S.H. 22 37 J X 26 36 } X 25 1/2 S.H. 23 37 J X 38 i 36 J X 37 3/4 S.H. 24 37 J X 50 i 36 J X 50 S.H. 25 37 J X 63 36 } X 62 1/2 S.H. 26 37 J X 72 36 } X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 } WIDE S.H. 32 54 X 26 52 } X 25 4 S.H. 33 54 X 38 J 52 J X 37 J S.H. 34 54 X 50 J 52 } X 50 S.H. 35 54 X 63 52 } X 62 4 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 class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M 1507.2 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 0 +26.6 / -28.0 O +26.6 / -32.2 �G SEE SN SHEET HO SEE SIN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +34.0 / -44.8 WALL LEGEND TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "B1"I FIRST AREA FLOOR LIVING 1093 SECOND FLOOR LIVING 1489 AREA LIVING TOTAL GARAGE FRONT ENTRY TOTALAREA INSULATION REQ. EXT CONIC WALL EXT FRAME 2 x 4 SECOND FLOOR PLAN - B� EXT FRAME 2x6 CONDITIONED CEILING 1/ GARAGE SEPARATION SCALE: 1/4 r=1 r-0" (GARAGE / LIVING) 2582 427 35 3044 R-VALUE / TYPE R-4.1 HIGH PERM R-11/R-13 KRAFT FACED R-19 KRAFT FACED R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) R-11/R-13 KRAFT FACED --OWN /4r •to`'� _ ( •• i i N < r� �' O To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. HE Q 8 9m 0 cl N C Lo0 0 pj J J M N N *k OD w M co pl _J ik w uJ C! 'ALL-_0 LLLLaa yc w uS� a w ii a x C � Or c p Wes`° 00�r�� a a ILo, Z 'T<N o � 8 i C14 J z U F- ° 000❑ W U V Z N Z z g d � 13 Wul zC1 �v 0__ 4--d f13 cn w to VI r~ ZD ,- o UCo 8 z . c U) r. 0 o M i W ZM E o o Qa o E m V o Z• o =o ~ XU as O O Z Nadz i ao WZ W2 Q? co - C yS mg >W Z `WZ U W d U 8 s a mw N LL rr S C:)u�1Q YZ �Q J 129 > Lin L � >ca T J O Q C s ;v (D .� c dTT) _ �.. V T 1 '- Z o r 0) ui W N M ` c Z Z E Q H r - a v -1 a o JOB NO: 20-0559 SCALE : AS NOTED SHEET NO. 1.1 PAN RY 60 HOOD ULI Ulm 0 4 (V OPT. REF. � 0 0 RANGE KITCHEN 4 O 00 00 O O r r 4 MASTER BATH MIRROR iLLh7lil TUB/SHOWER FINISH PER FLOOR PLAN EN KITCHEN INTERIOR ELEVATIONS SCALE: 1 /2"=1'-0" NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS VARIES, 2" LESS THAN 42" H UPPER CABINETS BELOW CABINETS 36" H UPPER CABINETS MIRROR SHWR. SHWR. DOUBLE 30" H UPPER CURTAIN HEAD RODS 16" FOR LINEN CABINETS VARIES / ROD 12" FOR PANTRY z OVERHANGS THAT %24" TOWEL BAR SINGLE EXCEED 12" MAY TOWEL BAR IN a ROD REQUIRE A SUPPORT w ON WALL ABOVE TUB OR SHWR. Ix BRACKET Q TOILET TOWEL BAR ON BATHROOM WALL F- p FINISHED CABINETS - o _ SHWR. 0 o COUNTER TOP 30" H BASE o CO MEDICINE -1 i _ VALVES 0 W= 9 CABINETS o0 1 00 CABINET TOILET 00 = c 00 = ' C° SOAP LL o rIN PAPER C° o DISH co U 00 H r HOLDER r 'n LO a oz o z (i o �c' - o = a, - � 2xlqt - IL z z b r _'n 00 FRAMING rN - M T b o 0 M CO - r c� iv ch c M - 1 /2" GYP N 'r' CV N CV) CM N TUB �'? BOARD FIN. FLR. FIN. FLR. FIN. FLR. 2x P.T. SOLE PLATE BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY SHELVING ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1 /2"=1'-0" . d (3 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W a E '80 g, C M N04 « fM 04 G1 eD , W W 3 LL �2 LL a a fn P S W LLUJJ d' ai C lL SZ a pW, =O Z 13 13� Q •arn !T� OW00 .—i' C N m m p i E T rn J o o Z IW O) .� N O G y N It z U � 5 W zcli Cl) z � z N v�U5 z 5 C1 �oa oc '— a U U � 0 Q o co W M 22= E �� oLL GF zo Q1_ N aZ �o &� m� 9 A3 o (0!�a U m0 Z LL z Jb Co Q2 tali g � U W Uo N � J Z HW� r ofo Co � ild v 3 �� J L 1° ' T cj N Q C m 0 -0 O (0 LO T '— Z o N r 0 Q -- E ccE 0 M y N 0 z Z E E e- LD :? m a 0 a o JOB NO: 20-0559 SCALE : AS NOTED SHEET NO. 2.0 W. T.O.P. HDR HGT. 2nd FIN. FLR. T.O.M. )R HGT. FIN FLR EXTERIOR PLASTER ON FRAME 1" x 4" SMOOTH TEXTURED TRIM / BAND FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTUER SPECIFICATIONS L____1 -IME- FLASHING— ---------------- EXTERIOR PLASTER ON FRAME 1 0 E 25 SH 25 SH 1" x 12" SMOOTH TEXTURED FLASHING TRIM / BAND -- ------------------------- F1 TEXTURED CEMENTITIOUS FINISH ON CMU (TYP) F20 F1 WEEP LA — — — — — — — — — — — — — — — — — 16070 OVERHEAD DOOR FIBERGLASS SHINGLE IIAIQTA I 1 MM A Q MCM 19 12 zz::::�5 T.O.P. HDR HGT. F16 iv F1 12 - 25 SH co W �\5 _ -------------\ -- 2nd FIN. ------------------- FLR. 0 --- -r-------- T.O.M. � CJ /WEEP —------------ -- HDR HGT. . i I I I i I I I I I F1 � F1 F� I i 35 SH i I I I I I I I _ _ FIN FLR F21 3068 F2 F1 J F1 FRONT ELEVATION - 61 RIGHT ELEVATION - B1 SCALE: 1 /411=V-0" SCALE: 1 /4"= V-0" 00 1" (f�NT RY COLUMN DETAILLE: 1/2"=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION ""G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "*ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. 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. a CO 0 O fill/, O 4V . FLO '••......••''NPR' �FEO To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. F O N d] 0 000 - N p� m LL LU rM n ill 5LL N.�2s 1JLLLaa N C" z WW y C LL. a a Y Z 10 0 X c ■i W F mm_Jo ro0�0 ?• LL W 2E�0 Boa 4'RN� QO 2 U — Na01 Z d r-, 1""' W ZC14C" Z � J d to Q� z ?� U ty .V W o W V U_ z 1 0 8 • _I m w M oz z 11 E - so � z Z• E OV • XU oa O o E N � aF o aZM �� ¢� (n C - C OY U NO o Z OZ > Z r/l J a ° z W U 8 wLL o Z �W �G p z 8 o v z< a i;3 1N > LO o� 1° O ^L' W T � ■� C N Q Y Cm —f0 O ti I-- W\ N� LL C �r*--} LO O Z T/V�� V r LOT O N T N CT) C M N M N y t— o 0 Z E 0co c a. U J Q 0 J JOB NO : 20-0559 SCALE : AS NOTED SHEET NO. 3.1 FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTUER SPECIFICATIONS EXTERIOR PLASTER ON FRAME — 12 5� 35-SH 12 Z:::::�5 ------ T.O.P. HDR HGT. ------------------------------------------ __ 2ndFIN. -------------------------------------------- co CJ FLASHING 12 FLR. --— — — — — — — — — — — — — — — — — — — — — — — — — WEEP---------- 5-------- -- ----P —_ T.O.M. FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTUER SPECIFICATIONS ------------- TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP. ) 35-SH 12 5� -------------- ROOF TO BE CENTERED ON DOOR 12 �5 ----------------------------�— FIN FLR 5068 SGD REAR ELEVATION - B1 9' RIDGE VENT SCALE: 1 /4"=V-0" — — — — T.O.P. — — — — — — ------------------------— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — HDR HGT. EXTERIOR PLASTER ON FRAME 25 SH -----�---------------------- CJ------- CJ/WEEP --------CJ—I------------------------- N on TEXTURED o CEMENTITIOUS co FINISH ON C.M.U. (TYP.) LEFT ELEVATION - B1 SCALE: 1 /4"=V-0" 2nd FIN. FLR. __--- T.O.M. HDRHG -----FIN FLR CV r 00 19 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. ' Pt�' S E � J.,� ' Qh6�r cc`�1 W W U : �0.�O _ '�. '••. F I. 'Z!'R0 F E 11l11111111 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 - Residentlal 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N � E 38 V M N N 42 Soo LL LL , C rn J it W .� 00 �� LL .. LL LL a d m N ' 3 W e u. azz y Y Z v kn O1 0 2- 0:0o0 �E&0 Joao = NaMZ a o 5 ILW U F Q Z ° ❑❑❑❑ W Z N Z Z Q Q MM Cl- O U) v / 'Znn v U_ N G 'J Ory IN c to O c in Q � o M i o ZM g 8� �Z Z• as E U N t O E o X U O< Rg UO U & ~ *o a� 4? i f0 N C -o ado mo oLL aw Z J� 0Z of 8W 0 �° U W tZ 30 h W CD C:)o �LL a c p� ZI< U 0 (N = >. J rn c� ' .- C T CN ^ av O (D LO rn T [� ^ L / Z 0 N Yi N �— C) r ui z L cM T­ o O ¢ a U 0 p JOB NO: 20-0559 SCALE : AS NOTED SHEET NO. 3.2 I vvv!'lt VARIES 1'-10" 12 CAP CAP 2" 2" *NOTE: iv FOAM TO BE USED 1" RADIUS--,,.,I ONLY WHEN REQUIRED BY ^ = rIN 3 1/2" RADIUS 1/2" RADIUS iv oo COMMUNITY SPECS. IF NOT, 1" 2" OPENING VARIES 2" 2" r` N 3/4" RADIUS a� V- " DETAIL TO BE 1" 1" BUILT W/ STUCCO. 1/2" RADIUS 1" 1" N EDGE OF 1" 4" VARIES -IN 1- OPENING VARIES 0 21 VARIES 1 �" Cr) VARIES VARIES 1" 1" �11 11_0II 1 1/2" RADIUS T 34"" a a " � { # � � I I 2" _ 2 1/2" RADIUS L �n oily VARIES lZ" 3j„ 11" 31" 1" 1" 1" BASE io iv BASE 3" SIN 2" 2" • 7 *NOTE: VARIES 8" 2" 3" FOAM TO BE USED ONLY WHEN _ 7 a _D c _ REQUIRED BY d L1'-6" COMMUNITY SPECS. IF NOT, 1" OPENING VARIES 2%' L 1" 1'-4" 1" A DETAIL TO BE 2' 2" BUILT W/ STUCCO. 2" • EDGE OF OPENING 1�# _ T ' O 1-1/2" THICK 1-1/2" THICK 4" L 10" CV �N 2a. I I 10° N � c� c T T T- T c CO _ IN C7 ]2'13' 4" 2 pig N 611 L LU Q W iy1' 3" 1-1/2" THICK 24" = 2'-4" 411 51. 1.5„ 5 " 51„ 1'-4" 3" N ^M 00 � 1 VARIES VARIES 1� 2 Q > , I I • VARIES VARIES 1-0 = L - 80 ; ti Q^ 1 6" 4" _ KEYSTONE F11 o L OPTIONAL r 00 OPTIONAL LT' iC R ifl 4t" R4a " [3"" 2" �M 2 4" GARAGE DR. OPENING 4" 4" WINDOW OPENING NOTE: • INSTALL OVER STONE, TYP. VARIES • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH ANN • FOAM/ EPS MATERIAL IS ACCEPTED NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH V-6j" 14 1 " • FOAM/ EPS MATERIAL IS ACCEPTED LAI 54" 1'-12" 5j" T-8" 7" _ N 1" 4" T-0" 4" _ 10" V-4" 10" O N f2" io N _ o iv cli T CV Rs�,v -AIM MM� �tt•4 1 " � 70. 1 , GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM �A• • POLYCOAT (HARD COAT) Em -4 ACRYLIC SAND FINISH 0 0 N N O To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. a E o 9 � r Lo M N n yCy oND LL LL 0 N C" U1 �4 'L LL`° a a � NCIW aaY T. d' OF co m WW M Y� r- 0 0 mo CLIL''Fao Z 2ETrn N z v N th Z Q O U E— J ❑oao N z Z Q Z � a d N N z � C1 N_ C) p c V) U 00 1— E $ U o 'n • c o MZ O w Lj_ wo oz � >g ZR 0 Q E E � z wa 0 O E V N ados wz >� � C o Fa zz Z gg aw z O W a �LL w � Qilatt O0 a 3 0N C = ` > Lo J ui rn m L f6 O T L� C c J N ^ O CL [ s � � Z O T N T 00 r ui E m ` o z E O E T a v _j ¢ o JOB NO: 20-0559 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. INTERSY; BON TERMINATIOP NEC 14, 250.94 200A INDOOR PANEL CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. tpper to lights 3 outlets >pper to 20 amp Me Copper to WH copper to Dryer l Alu GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 44" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC. 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2014 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET FF DUPLEX OUTLET ABOVE COUNTER wP WEATHERPROOF DUPLEX OUTLET OGFI GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH '4 � FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE +PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT �{ FLUORESCENT LIGHT FIXTURE O EXHAUST FAN 'wo EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) 1-[a]P PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR @ CARBON MONOXIDE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT J ELECTRIC METER JE!!3- ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN A9 (1) PHONE LINE, (1) DATA PORT N1r- - ' - 6061.j IreL.Ij I DISC WP GFI PATIO WP GFI H.B. I I I I I / I I FAMILY ROOM---, ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PRE -WIRE \ `\ _M_ -�I I I )GFI GFI DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS TO LIGHT AND SWITCH ABOVE ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PRE -WIRE l/ FLEX I loll FOYER dh C.M \ PENDANT AS CH 0 \PER SPECS DINING ROOM _ 2 CAR GARAGE =1 @ 44" A.F.F. F------------ I I I I I I I I I I I ur-I q 44.. GAR. A.F.F. DOOR I GFI n GFI l � I / / I I I I KITCHE � I I I I � I REF. j OPT. - VERIFY LOCATION L _ IRRIGATION — — — — FI : -- - - ELECTRICAL PANEL GFI @ 44" A.F.F. VERIFY METER H.B.+ LOCATION WITH BUI DER 12'-0" 10 WP I I I I I l I I I L I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I —I MAIN FLOOR ELECTRICAL PLAN SCALE: %4'=1'-0" 0 CV N ti CV 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. �p N 4C14 C � # LQ � r'_ r� at LU _j l9) #1 7LL-' LL 04 LLaa ci � �Y Qc.- 2--mmso a W W � 0 r- 0 gsEE_co J0QQ2o L O Q O N M Z U t— W z z a _ M N v 'zLL rl �w _n Uj � O W � Vto Ul c ru 0 � _ CX _.►� �0 s�o C1 co w M z � Z a 0 _� E N _E � o U oa p U Z N i ¢F g o OZ W z 0 �? ro N C a o 12 o ZLL Z - m > W ZQJ� Z W a NLL � coo i E l 0 � U� N > Lo ai L f6 W T cc CV (1) C:) Q_ C m L0 T O Z Ln E N O c N T LD ° z C M E E E .. :3 c C E 0 _j Q o JOB NO: 20-0559 SCALE : AS NOTED SHEET NO. 4.0 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 44" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC. 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and Windows providing direct access from the home to the pool shall be equipped With an exit alarm complying with UL 2014 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed Within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER WP WEATHERPROOF DUPLEX OUTLET � GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET Lph SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 4�3 THREE-WAY SWITCH 24 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 200A INDOOR PANEL CENTER NEMA1 200 AMP METER MAIN , amp 150 amp isconnect POWER CO. FEED--- INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94 copper to lights 8 outlets copper to 20 amp clas 2 copper to WH 3 copperto Dryer or 4/0 SER Alu 4 Bare Cu Ground WITH CODE APPROVED CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. O EXHAUST FAN 1 ` EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) FC...._ ...... CH CHIMES (OPTIONAL) SYSTEM PN PUSH BUTTON SWITCH (OPTIONAL) I0 PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR ® CARBON MONOXIDE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER a ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN 4 IL CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN 69 (1) PHONE LINE, (1) DATA PORT UPPER ELECTRICAL PLAN SCALE: %4"=1'-0" 0 0 N ti N 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. t» ho Q E ccpppp°' N ik ci O O O p1 N U. LL 177 N N 7C L00 O m J W ML W to Of I LL a. a W 0 > .` Y z ��� 0'° C3 mm0 0 r- ET o Z LLW d'qN � 6 0 N ZQ U 119 Z J d U ❑❑❑❑ R pp� Z N t0 Z z g J !7 d N N _ M ''z^ V LL .0 LU o < 0 Ln W W - JAIL o �$ r CAD M M iog W z U_ E 3 zo o >� aR Qa o E U t- k� U Z® oa 0 OU Z O Ez ra oa 8 o a wz ram+ L �❑ m i to C C _ o x� o zF OZ Z J � ,� o� �� w z m o W� CL a Nw IJ _J w 5 o = 5 U �Lo J ui rn m 1c 0 ^L W ' T M N ^ O LO N O) .� Z C LO E c O Ire) N N T z Z M E u; a U ° Q 0 � JOB NO: 20-0559 SCALE : AS NOTED SHEET NO. 4.1 5:1♦ 2 SLOPE ii 4'-0" OFF RIDGE VENT WI 0 � 5:12 y/110 4'-0" OFF RIDGE VENT 9'-O" RIDGE W a O J (0 N T ZONE-2 ATTIC SPACE 1533 SQ. FT. a O rn N a M�� w IL O J (n 6 RIDGE W a O J N LO M r I I I I 5:12 SLOPE W CL O N U RIDGE I I I I 5:12' J SLOPE Mi4 ATTIC VENTILATION CALCULATIONS - B1 ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of b Upper y pp SQ. IN. of ventilation of vented IN. of of vented ventilation to be provided SQ. IN. of SQ. IN. of Ventilators (See SElev) required soffit ventilation soffit by upper Ventilation Ventilation needed required needed ventilators Main 0.000000 0.000000 Floor 35 34 5 17 1 8 0.0 0.0 0.0 (Zone 1) Upper 9 2.000000 Floor 1533 1472 210 736 53 368 411.0 135.0 276.0 (Zone 2) **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. 5:12 SLOPE ZONE-1 ATTIC SPACE 35 SQ. FT. ROOF PLAN SCALE:/4 "=1'-0" Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 11300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. **CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. �����E!!lEt61{i�Otf!/llr,����i laFtO WN %. SE < r O• ffi . !' fr�X°OFE • •10 o S '�7`llt,eIttfEtil�tlti�l�\ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W ` v E o�o pnppp m N it O N N fh N n ff77ff LL LL q W it a ED LL 52 Q � a� Y 024 mm OL W Ill m o r.-�O 2 E °' O' JOG � O 0 Z 111 � r N 0L N Q r>Z Q O� U F J 2222 z QIL ° Q ❑00❑ W c: C z z z g J C7 LL 10 N M N z V � o u_ CS LLJ 0 ry N c E '® '- 0 U „ w o g . el U z Q t• Q y W 2 M 1 oY w� � a_ ±p E a� z® O E �o ao oa ¢ &z z D �o adz �z mo CO C � �YU rTh O Z3LL T 2 z dl z W Uok g� �LL aZ C) �� �Ia 53 J �N 'L � W c r .> co N ^ O a..2c -a CO to Ul) r T N .� = Z O LO ,— c N T oo T- E N Ch ° z M Z E Q y r c io o JOB NO: 20-0559 SCALE : AS NOTED SHEET NO. 5.0 6,4„ H.B.t 2'-0" 1. 2'-0" 1. 2'-0" 1. 2'-0" 1. 2'-0" @2 tRY 4' 2'-42"' 2'-1 AC PAD AC PAD ;■ ■: ...............�..... .................. ..............0..... Ii73 ;---------- r�v --- — S3 —,----------� OP 5-4-v 16'-3" TYP @ 2 STORY T I HVAC CHASE _ _ BASED ON I r & 0._0„ ; J S6I ■ ; LOCATION • I \ � //fir :.io I INDICATES FILLED CELL w/ 3000 PSI CONC. GROUT FROM FT. TO I BEAM W/ (1) #5 REBAR VERT r ABOVE SLAB TYP @ALL PLACES • I ` \ g I I 5'-416" r 1 SHOWN HOOKED FTG. DOWELS 5" 1 1 EMBED W/ 25" EXT. ABOVE SLAB o CJ "GRADE 40 STEEL" h 1 .- 9 N CJ `��� �� GG ( �� I I I I = PLUMBING LINE S3 o I I STUB UP TO _ I TO SECOND I `~ -9' -0 '-74' 2ND FLOOR FLOOR FOR A/C ■ .. — 2'-6" x 2'-6" x V-0" ;1 L� ■ W/ (3) #5'S E.W. 17'-h4" I I I (2) #5'S TOP OF CONC./ PAVER TO BE 4" ■ I 0 -0 c L o S3 J BELOW FIN. FLR, PROVIDE Y2 x 9" 1 /8 ' 1 I SLOPE 2'-6" x 2'-6" x 1'-0" = TYP @2STORY S6 I RECESS FOR FRT. DOOR r--------- — ------ o W/ (3) #5'S E.W. ■ I -CJ I-H---�-------�—------� Mi o r BUILDER TO PROVIDE CC V #5 REBAR I I _ VERTICALS w/ in 3-1/2' MIN 3000 PSI CONC. APPLIANCE PROTECTION S3 iv (2) #5'S N �„ FILLED CELL 0 1/8- 1'_0�� _ PROVIDE 1 Y2" SLAB FOR HERNANDO I I ` WHEN REQUIRED PER FBC I I 2 STORY 0 I SLOPE RECESS FOR COUNTY ONLY I I in SGD. REFER TO 3-1/2" MIN 2500 PSI CONC I L I MASON'S SLOPE SLAB OVER 6 MIL L_ S3 I FOR WIDTH VISQBARRIER FOR VAPOR I — I I I I I ■ ; I EDGE OF SLAB 2" I ih in STEPS AS REQUIRED PER CONDITIONS 4,_0" CHASE I BEYOND WALL I TOFIELD KITCHEN IS I I I ISLAND : I LOW WALLS ND I I I SLOPE I I - - - - - ,l - - - -�- -I --- 1I1I ---=- I r= I- I I II CJ - q CD IT N : -I- CJ oil I � �_ c I I I N _ b ,Ir�11C L — — — — -------� J IILJII� S3 `' -10 e 90.0" I I NFL JJ z I I -31 /2" ■ I 6'-0" 5,_ CC I (2) #5 REBAR S3 VERTICALS w/ in q io FILLED CELL i �L i12 STORY 1'—� -_ L_----------------� I I iL (V I - - - J H.B.+ S6 TYP @ 2 STORY 0. 6'-0" 6'-0" 6'-0" 5'4" 4'-0" 4'-4" 38'-0" 5'-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN LU Uj CONTROL JOINT DETAIL SCALE: 3/4" = V-0" .; .• ;Y #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 • •. • '• •. ' '• •, • '• •. • '• •, • •• • •r.;• •r.;• •r.; •r.;• •r•;• cont. around corner by cold •� bending the bar w/min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" FOUNDATION PLAN SCALE: Y4'=1'-0" 0 W Q-f �? z 0.7��F "•. CO Q`\. (� •.LO x�r�r,�,�,�fftRO F E S S\O` \\ ���<�titttet� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W Q 8E O N # iP fit O Cl pr gNn ;ALL U LL LL a i u- ° a WO '1. 13a ' 0 CO O d' OF �y� Wmoo W C� G0 'ro o r- 2 ETo Z L ILW � O .'R. N � R' O 3 5 Na�Q 60� ° U aaa❑ W CID z La < J C7 � N 0N z +-, f6 ,,, LU S OLU S o � aim � U C° LU 016— CID, w M Z o LA- =o Uj_® >� QEU OV ' on E .o a Q SOU O z N io <o o w rr� 'o z o ) Q U y O FF o z Z Q W sZ (� N 3 `fib W a� Uo 8 Z �w k rY 0 (� 0 >L J ai uT L f0 .> c r C) c° J N ^ O .2 (O LO r N = Z o r o ai E L N M H N o Z z E O E *- w c 0- c0 ¢ o JOB NO: 20-0559 SCALE : AS NOTED SHEET NO. 6.0 NN 1, CJ11 CJ11 UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. a CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 -10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1870 1585 10 -10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D I H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1625 1400 10 -10d x 1 1/2" F HHETA20 2120 10 -10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 -10d x 1 1/2" RT16A 1020 1160 9 -10d x 1 1/2% 8-10d H HTT4 3610 3105 5/8" ANCH. / 18 10dxl-1/2 HTT4 4215 5/8" ANCH. /(18)10d x1-1/2 HTT5 4350 3740 5/8" ANCH. / (26)10dx1-1/2" HTT5 5795 5/8" ANCH. /(26)10d x1-1/2 HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 -- 2 - 5/8" DIA. BOLTS HD5B * 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5350 -- 2 - 7/8" DIA. BOLTS NQ HD7B * 6645 5650 7/8"ANCH. 314" STUD BOLTS TDX10 10140 — 4 - 7/8" DIA. BOLTS LUS26 1165/1060 ** 1005/915 ** 8 -1 Od x 3" JUS26 1000/1080** -- 8-10d HUS26 1320/3235 ** 1335/2820 ** 20 -16d x 31/2" HUS26 2035/3400 -- (20)16d x 3-1/2" HUS28 1760/4095 ** 1720/3125 ** 30 -16d x 3 1/2" HUS28 2950/5090 -- 30d -16d x 3-1/2" R MTS12 1 990 860 14 -10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 990 860 14 -10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 990 860 14 -10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" U MGT 3965 3330 22 -10d x (1) 518" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V LGT2 2030 1750 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1550 1550 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 -10d SPT22 735 8 - 10d SP2 1010 605 12 -10d SPT24 1090 12 -10d HCP2 590 555 12-10d x 1 1/2" HHCP2 680 1 570 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 (++) (B) (e) (A) 1 OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (8) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (-). (B INTERSECTING POINT TO BE FASTENED WITH 2.16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. Rt FRAMING BETWEEN TRUSSES OR AT TRUSS 1 RR�E R CONY `--(A) : LEDGER TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE T-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 SEE SHEET D-1 FOR BELOW. TYP. AT INTERIOR BEARING U.N.O. ROOF FRAMING REFER TO SG2A/ST3 FOR ADDITIONAL EMBED ANCHORS DETAILS STRUCTURAL 2x STUDS SEE PLAN SHEATHING (SEE TB13 IF I FOR INFO FOR NAILING INFO.) PLYWOOD 2x6 CONT. W/ (2)-12d NAILS @ EA. TRUSS 2x CONT. W/ (2)-12d 111 r CANTILEVER NAILS @ EA. TRUS - FLOOR TRUSS 2x4 CONT. RIBBON W/ (4) 16d NAILS @ EA. TRUSS 2x BLOCKING W/(2) -12d NAILS @ EA. END j AIKSEE PLAN TRUSS BRG. A ONNECTOR AT EACH TRUSS, 8d NAILS @ 24" O.C. SEE PLAN TO BLOCKING LINTEL SEE PLAN STRUCTURAL SHEATHING FC03 CANT. FLOOR TRUSS CONN. SCALE: 3/4" = T-0" MAIN FRAMING PLAN SCALE: %4"=1 r-0" `10�\\11111111111I�i�����' N SE 6 40 • W V �•* F ROE S S\O ` E To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W O 8 of 31 �p �np N N ik CODpp p) f7 N n N M NN J J CND U-LL y M qj lL IJJ N Q. Q- a u, Zo V O qgY Z. O 2 C`" W mor-- Em m Go O O Q��o a W 0 Z NaMz IL IL o Q 0 M V U F W ❑❑❑❑ C9 CO Z z z Q M d N z LL 4--J_ C) OW � to r~ E V) o � U 00 d € LU '® 0 8 =1 = �0 co M C7 i p W ZZZ 6 Q J E 2 0 a z a� ?® oa If0 0 az o 0 &� Z E `o M c m � o °z y J � a .w g �Z o z W � 3 NW J o v = 5 60 �N 0 = ` > Ltd J 0 L a' >� T 0) N ^ Q � O 0_ o f Lt7 _ o) r Q) 1"' .� Z 0 = N LO N o 00 r E T .9, CM \ N y c14 6 rs z E O 0 r M (L o U a o 3 JOB NO: 20-0559 SCALE : AS NOTED SHEET NO. 7.0 J U U U S6 TYP @ 2 STORY 3 v v y V, \1 �v CA ER CJ1 CJ3 CA (2) (2) X CJ5 CJ5 X I1xi 6 J S6 TYP @ 2 STORY A5 A4 �. Q ifill ..LU LU I . . A4 . . . . . . . . . . .... . . . .Tqq A5 SIMPSON VGT 1 w/ 5/8 " ATR & (1) J SIMPSON HTT4 S6 A61 TYP @ 2 STORY (2) PON X A7G 1 CJ5 4 S5 SIM. W/ BLOCKING ''RR V ER CJ3 M1 � CJ1 �1 =� c1 U v v �GTY P. J S6 TYP. @ 2 STORY (2) X ROOF FRAMING PLAN SCALE: 14"=1'-0" UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP S� SYP SPF A HETA20 1810 9 -10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 -10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1!2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 -10d x 1 1!2" HTA20-18 1625 1400 10 -10d x 1 1/2" F HHETA20 2120 10 -10d x 1 1/2" HTTA20 2375 11 -10d x 1 1!2" G H10A 1040 1015 18 -10d x 1 1/2" RT16A 1020 1160 9 -10d x 1 1/2"& 8-10d H HTT4 3610 3105 5/8"ANCH. /(18)10dx1-112 HTT4 4215 5/8"ANCH. /(18)10d x1-1/2 J HTT5 4350 3740 5/8" ANCH.1(26)10dx1-1/2" HTT5 5795 5/8"ANCH./(26)10d x1-1/2 K HD36' 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 — 2 - 5/8" DIA. BOLTS L HD5B * 4505 3785 5/8"ANCH. 3/4" STUD BOLTS TDX6 5350 — 2 - 7!8"DIA. BOLTS M HD7B ' 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 10140 — 4 - 7/8" DIA. BOLTS N LUS26 1165/1060 *' 1005/915 '* 8 -10d x 3" JUS26 1000/1080'* — . GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with vertcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load / . 0 Safe vertical load Safe horizontal load -` GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS :GC 8F8-1B/1T 8F8-0B/1T 8RF6-0B/1T O L O O O 8RF14-1B/1T 8RF14-0B/1T 8F16-0B/1T 8F16-1B/1T • : is © © ® 0o 8F20-0B/1T 8F44 1B/1T8F401B/1T 8RF40013/1T 8F321B/1T FORM do GROUT SOLID V o _KZ �w J -U 0 #5 BAR CONT. 8F12-1 B/1 T Q) "\/" LINTEL DETAIL SCALE = N.T.S. i i co-M gm� F = FILLED WITH GROUT / U = UNFILLED R = RECESSED CITY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 8F16- B/1T ¢ tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS 1. c pr intels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3l8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #S MIN.. (1)REBAR TTOP (1) REQ'D CLEAR ALTERNATE POWERS STEEL LINTEL < ° ° ° .M.U. #5 REBAR AT TOP 44 ° GROUT MIN. (1) REQ'D ° d _ 1-1/2" CLEAR e ° °° < y ° 4 C.M.U. ° 5 REBAR AT 0)J = N rn W BOTTOM OF L rn - F - W O 4 o LINTEL CAVITY W m O OTTOM O ¢, `6 REINFORCING PROVIDED IN LINTEL cr ¢ ¢ ¢ . Z- o W ¢ •' Q i y � Tu R ui <1 �, <° 5 REBAR AT BOTTC AS INDICATED 7-5/8"ACTUAL ' NOMINAL WIDTH (VARIES) 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) 2x8 #2 SYP STUDS @ 8" O.C. W/ (2) SIMPSON MSTAM36 STRAPS EACH STUD ((1) STRAPS EACH SIDE) CENTERED W/ (13) 10d NAILS & (8) Y4" TITENS OR (2) 2x8 #2 SYP STUDS @ 16" O.C. W/ (4) SIMPSON MSTAM36 STRAPS ((2) STRAPS EACH SIDE) 2x8 #2 SYP P.T. BASE PLATE W/Y2" EPDXY ANCHOR OR Y2" J BOLT W/ MIN. 7" EMBEDMENT @ 32" O.C. & 6" FROM EACH END 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturers specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturers specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE hSEE PLAN T/VVALL 8" KNOCKOUT COURSE W/ (1) #5 CONT. SEE PLAN FOR FILLED CELL SPACING 1 WALL SPLICE DETAIL 8 SCALE: 1" = 1'-0" LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION 5'-10" LL O 6'-6" LL O 4'-6" LL O rf 5'-4" LL OMIN. r• •fr •�, r• tit ti 1� 'ti• t1 5'-10" LL O 5'-8" LL O . T. 5'-8" LL O 5'-8" LL O 17'-4" LL (�) MIN. LINTEL PLAN SCALE: Y4"=1'-0" Fzowo ♦ 1 • r nrr Cyr • \ �Oh o U r �O SAP` Qb It �rttttt!!tl`� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. F 14 _�E _ p g8 dim �i CDto-C N J J r� N C'4 N oo LL LL It LL N 2 LL airnii as WO c IY 000 Wma;� W c �cpOo i E�2 T 0,o f� orn a Z IL o < N Q¢ O mZ N �rJ Z ❑❑❑❑ W N Z N Z � Q � tl N U) �N^ W z 0 LL co 4-J (� N w S � a v N '® U w i- O :l = U 3 Q oT Pn • V> W ZZZ Q E z o >� go Q 0ti- E U �ao� 0 oa 00 Z N � az°� �o W� C _ C O OZ = Z Vj ll) J m 0a aw �v W L 3 3 8a3 IS O mLL yyaz w F O p � 2 a .5 OV 2L6 J hi CD m 10 M � ^L W ■- C T 0) c J N ^ N O to LO _ Q7 N ■ = Z 0 LO o oo04 oo d M N Ch ` u N c Z Z E O E 0 r w M a v _ a o 3 JOB NO: 20-0559 SCALE : AS NOTED SHEET NO. 8.0 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-CPRODUCED FOR RESIDENTIAL OR GENERAL) WILL NO LONGER BE 0 CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACO-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES 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 Yz INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1.1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th 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 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2. 4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1. 2. 6. FLORIDA BUILDING CODE (FBC) 6th ad. (2017) AND FLORIDA BUILDING CODE 6th ad. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1,3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2.1.1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th 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 U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-1-P CONCRETE EXPOSED TO EXTERIOR: 2" C-1-P CONCRETE NOT EXPOSED: 1 1 Y" GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (Pc) MODULES OF ELASTICITY DESIGN (E) C-1-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE Pm = 1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4.1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15132" 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, SCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131",10d = 0.148",12d = 0.148",16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'T BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Flo = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th 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 / 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/spfinkler s stems includin all risers and splay heads shall r1�t be installed wii in V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfell occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C ncrete okerpo and mortar along the foundation perimeter must be removed be ore exterior sol treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within 1'-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior verti I chemical barrier must be installed after constriction is complete, including�andscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by i licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within 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. . GARAGE DOORS (V = 140 TYPE: 5B MPH) SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT I CONTRACTORS S THE CON ACTORS 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 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE /". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. fits ii�,►,,k "0011 N ''di NS ••b nr Vv �� C-4 0. r Vim• • �• g'�P 4b FlC+ .••••. 2 E S S10' \� rrl�ROF wx 'r'u�tttctttt����� 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 8th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. E 8 di m O Lo N N LL . P i* W W y) •5 LL V u- LL a o- M N S � , W 4? aWaMW: > ,8 hedarn 2 pm O� @�C o O .�i C N r0 Ed_j � rn Z z N <M z �pL ° 0 oao❑ W Z N f7 z g v a � t/f � z U ■ OW IN c v , N U w S $ "I Q �Q • w Z M J LL E o. io w� s° a Zo E OU oa z % - E 0 o ,o 0U a� ` z gJ Z W Z • (a Y O Zz z N 3b aw 10 W Q () a Tw �k C zl$ c°> 3 CV � Lo ui is L � C9 n' W ` ./� a) C T' M CN C:) CL C m a I- W LO = N LO N o ' r M L` CV M N d z Z E E d a? c a U Q a � JOB NO: 20-0559 SCALE : AS NOTED SHEET NO. SN ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE �, LU 15/32" CDX Q PLYWOOD OR 7/16" OSB RIDGE LINE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. EDGES & 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: FOR 8d RING SHANK NAILS 0.113x 2x 3/8"RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + '-0" (TYP.) 6+0 + + + 6'-0"+ + + + + + + + + + + + + + + + + + + + + + + + + + + + +++ +++ + + + + + + + + + + + + + + + + + + + + + L+ + + + + + + + c + + + + + + + + + + + + + + + + + + + + + io+ + + + + + + + + +++ ++++++++ + Backer and Filler Block Dimensions BCI%oist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 Nr� 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 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking / 1/8" gap FILL CELL STD. 900 HOOK BOND BEAM 11 CO w STD. 90° CONT. #5 BAR I HOOK BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. Small 2" min. 2" max ) gap • � 4 max. 4 Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB we stiffener 2" min. 4" max. 2xrequired when indicated or _: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Y° GAP @ TOP sides by 6". - Hangers with sides not containing t. WEB STIFFENER DOUBLE JOIST CONNECTION top flangeuthcuts. - Birdsmouth cuts. N.T.S. - Under 2nd floor �L �mn w/ I—Al- N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * over squash=20 blocks and Non -stacking walls require additional wall or beam below.* consideration. Check local building code for appropriate 1/16 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'-0" o o ;n GAS METER 0 0 0 (V = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" 16" O.C. 16'-5" 1 SIMPSON HTS20 OR 3 16d TOENAILS 2" X 12" 16" O.C. 19'-3" 1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block / (2x4 minimum) —/ Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" (10d) nails at 6" o.c. QY/ Provide adequate bearing for each lapped joist. odnails SECTION@INT. BRG. WALLBRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Use 10dx3" nails at Vo.c. for all joist blocking panel *Non -stacking walls require additional consideration.— • ■ • ■ �� 6" 2 6"7=ROUND DO NOT CUT HOLES BE CUT ANYWHERE IN LARGER THANTHE WEB. PROVIDE AT IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" 8 V-0" 1'-1" V-2" V-2" V-3" 1'-3" V-7" V-11" 2'4" 2'-9" 3'-2" 3'-7" Any 16" joist 12 V-0" 1'-1" 1'-2" V-2" 1'-3" V-9" 2'-4" 2'-11" W_7" 4'-2" 4'-9" 5-4" Span Span (ft) 16 V-0" 1'-1" V-2" V-2" 1'-7" 2'-5" 3'-2" 3'-10" 4'-9" 5'-7" 6'-4" T-2" 20 V-0" V-1" V-2" V-2" 2'-0" 3'-0" 4'-0" 4'-10" 5'-11" W-11" 7'-11" W-11" 24 V-0" V-1" l'-2" V-3" 2'-5" 3'-7" 4'-9" 5'-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. %" 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 %2" 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. Web Stiffener Fastener Schedule Joist Bearin Location Series Depth End Intermediate ® BCI5000s 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d BCI 6000s® BC16500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60SP 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 SIMPSON MGT w/(22)10d NAILS TYP. GIRDER TRUSS 7�. _.. r 2X TOP PLATE 5/8"9 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 When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Jc A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) Nail with 10-10d nails. Install tight to top flange. SLEEVE THRU STEM • .. SEE PLAN FOR---'•• a . • FOUNDATION INFO ` d' STEM FOUNDATION \ Filler block. Nail with 10-10d nails Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4%2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. 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 o depth I -JOISTS BUCKETS N.T.S. GRADE a. 0 d d. e REINF. SEE PLAN I � a C r (2) #5 REBAR A1C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A 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 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE J SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @PIPE PLUMBING LINE PENETRATION d d L .a d •, A.d _ _ `mil 'd Z \: • a • Zo d „ 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 da d . d / de G a d C d d SEE FND. PLN. SIZE & REINF. ..•. Q' ••.. _ GINS ti6 • ti �•• ' .•*'••......••• F 1.0 .; < S\ O\ S ` \x\�� ltfllf idEltit`t� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H E m 8 O SwO0 coLL Cl)(a W 00 M 5 u.LLaWa VJ Ce a y fN7 W >crnLL away Z g 05 ow O W m —09 X m m o 2 E T a o� 0 Z rn r3N d 6a 0, rn Na�,z 6°3� z O01 1 W N z f0 z z g a a 8 N 9 0 LL fa 'U co� o O ur �k/f E U °0 Oil> U � 0 c¢ X & M - f z z® Q E � H r9 Q� Teo X1. oa 08 2 z *. .o Jz a� rp C U ms o o Z z - C Jc N o Y 2 8 U W 3o oLL =K �3 o � a= J> �N L6 ui L 10 W .> (D T O) o m to r — a)I .­01 � a) o 0) T LO Z O N T 0) 0 T E M \ c z Z c E o E d .- ?? c a U _J Q p JOB NO : 20-0559 SCALE : AS NOTED SHEET NO. SN 1 0 I-- — — — — -I FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 P') VARIES / INSU 5/8" OR 1/2" HIGHS STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL v (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. <_ 8'-6". (2) @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 4. 2x P.T. PLATE 1/4" DIA, X 31/4" TAPCONS @ 24" O/C & c @ 6" MAX FROM END OF 2 x PLATE E (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH > 4:12 v• TV (2) LAYERS TYPE I OR TYPE II Y d (#15 OR #30) UNDERLAYMENT D T Q FOR ROOF PITCH 4:12 OR LESS. _ o — , PRE ENGINEERED WOOD ° :TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH _ TRUSS (SEE UPLIFT SCHED.) W/ 81' METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rG G NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" SN1 ELEV. VARIES FOR ADDITIONAL SLAB S3 - - ALUMINUM DRIP INFORMATION. EDGE 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C %12"N.O. 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. _Ivy- _TPF __rP7 II II II II 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE'r @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK 5/810 x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TFW) ELEV. 0'-0" AK (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" A.F.F. O.C.) 2" 0 �31/2" MIN. ELEV. -0'-ELEV. 31/2�z co TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O.) (OR 5/" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) -SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW TOP PLATE STUD BELOW 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. (12)10d NAILS U.N.O. (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 HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 70/16" PLATE WASHER (TYP.) WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING FOR WALL HGT. > 8'4'. (ALT: 1/2"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'4". INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) SIMPSON SP1 w/ (10)10d NAILS "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ 10 10d NAILS IF NOTED, THIS REFERS TO THE ( ) STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE INCLUDE THE WALL 6x6W1.4xW1.4 6x6W1.4xW1.4 WWF OR FIBERMESH ATTACHMENTS —� /2„ 31/2" MIN. WWF OR FIBERMESH � r 1/2"(min.)-4" _ ��� ° j e - r 1/2"(min.)-4„ 00 31/2"(min.) - 4" - rrp -_ - - (2) #5 CONT. -� 4,1 "� r .. 8" 4" #5 CONT. 4,1 TTT T,r� TTTB„ U.N.O. MIN. U.N.O. TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @ STEP rCC "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 11-0 PGS' `SEE SOFFIT SHEET LOAD BEARING OR 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY \ 4 s �/ NO � 8"x8"X16" KNOCK EXTERIOR WALL 81, C.M.U. FORM SUBMITTED WITH PERMIT /' \ NOTE: -OUT BLOCK W/ 1#5 CONY. 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 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 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/ 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8"THICK. K.O. BLOCK (10)10d NAILS (IF NO UP LIFT ON @ 24" O.C. VERT. OR 2x P.T. PLATE 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 *SIMPSON SP1 SPACED SPACED EVENLY EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24"MIN. LAP] #5 REINFORCING SPACE ANCHOR BOLTS 6 MAX FROM w/ 10 10d NAILS ( ) - C14 r P.T. PLATE FIBERMESH I WEEP SCREED INSTALLED BAR wARCHITECTURAL END�OF�2"LATE2x FINISH TYP. ASSUMED FINISHED r c PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR - w 1x2 FIT WD FURRING I • I zt.I 1 _ _t� . I 1 • � —�l —7lli FINISH GRADE 90 NO FOOTING • • •1/2"GYPSUM WALLBOARD- I�L�11�► �,.—.�..— �� U.N.O. FOUNDATION PLAN FOR CLARITY 6 MIL VAPOR BARRIE ..fl. oo���o� . woo��o��.•�o��ooa IIjs FOR LOCATIONS) #5 REINFORCING BAR (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#) E 6x6W1.4xW1.4 WWF OR FIBERMESH I �: L R.�hI- x _-_-_-_-_zi g #5 LAP SPLICE #5 NT. 1 II I I I 4"x4" INSPECTION o ° I —III —III —III —III —III— I PORT AT EACH NOTE: g III —III —III —III —III —III- N ° ° 31/4" BASEBOARD COMP. SOIL. (COMPACTED TO FILLED CELL TYPICAL FOR BEARING WALL I=III=III=III=III=III I T e W/ UPLIFT ONLY _ _ _ _ _ _ _ 95 /e MODIFIED PROCTOR ASTM MIN. 2500 PSI CONC. SLAB AT GARAGE CONTRACTOR III=1 1=III=III=1 11=III=III=111=III=1 I I=1 I I=111=III=1 I I=1 I-1 I D1557) „r MIN PSI MAY VARY PER TO CUT BLOCK OR POUR —� I I-III—III=III=III—III=III—III=III=III=III—III=III=III—' 4" 1'-4" 11. I I I I MUNICIPALITY. CURB DUE TO SLOPE ; CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION ( D� TYPICAL EXTERIOR FRAME WALL FOOTING E "I.4XW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" SCALE: 3/4"=1'-0" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL 5 SLAB INFORMATION. r e° = Z r 'L M !6 _ e L I a 6 x 6W1.4xW1.4 ° 31/2" WWF OR FIBERMESH 6 MIL VAPOR ,,/ r z min. 4" BARRIER GRADE D e ! COMP. SOIL. e (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. ON 3"CHAIRS TYP. #5 REBAR CONT.--/1'-4" (1 STORY) STD. 90 HOOK (SEE O4" STDETAIL U.N.O. ORY) ) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" Q3,/1 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS O.H.D. RECESS 4 z a . SEE A/S3 OR J/S6 - LT, FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J•1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. F(1) #5 REBAR w/ OPT. Ff�-SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS d N M Cn i� 4" co SEE A/S3 OR J/S6 _ - FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STC RY) 1'4' (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE:3/4"=V-0" S3 P.T. 2x 1/2" GYP. BD. „ HOLD GYP. BD. lo 1/2" FROM SLAB 0'-0" J CONT. BEAD SEALA� INTERIOR a 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 04 _ M 6 MIL VAPOR BARRIER 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS8" 114" 81 10" (TYP.) #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL W/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 A I SEE PLAN FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. SEE PLAN FOR CONNECTION INFO a TOP OF BEAM qVa &LAYOUT DESIGN SEE ROOF PLAN a <. " d .v . , ' (2) HTS20 FOR STRUCTURAL r _ BEAM SIZE & N - �' d CONNECTION INFO M — 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 MIN 7/16" O.S.B. SHEATHING 8" z ATTACHED PER NAILING FOR REINF. INFO. w SCHEDULE OPTION #1 Ix Q SEE TYP. WALL SECTION FOR ADDITIONAL w 6x6 P.T. #2 SYP SLAB INFORMATION J Uj W ABU66 SLAB STEP & RECESS a S.G.D. rM SCALE:3/4"=V-0" S3 —2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" MASONRY WALL AND GARAGE COLUMN TO PORCH SILL O.C. PAD FOOTING ATTACHMENTS & 18/D1 �1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM J TRIM PER PLAN 8" MASONRY WALL .-. W/ DRYWALL SCREWS @ 8"O.C. 1ATTACHMENTS EXTEND FILL CELLS c TO FOUNDATION PAD —INSULATION PER CHART SQUARE CMU BLOCK BASE, CONY. FOOTING STEEL =� MAT REINFORCING. �' ' ON FLOOR PLAN SIZE VARIES PER PLAN r, /CONY. BEAD SEALANT w/ MIN. (2) #5 VERTICALS oo z GRADE a ° FILLED SOLID (SEE PLAN FOR - a d = 6x6W1.4xW1.4 �, SIZE AND REINFORCEMENT) cs w - =_I I I I a a -� _ _ _ a� =I = =III=I `WWF OR FIBERMESH ; Z w= = =I I=I =III -I w 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 i • LU — -- - /::C; BEYOND 3" MIN. CLEARANCE r ri ri r ri rig ' I 'ri ri �i✓i ij i� 7� i� i� it ADREINFORCEMENT] SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH PAD INFO. O Q,vv v -- vvramvram ---- �'o''� ��'o'�'v'v^ rr�rvrr` SEE SCHEDULE TAPERED.DETAIL 8.•• Q' lb 4 h•� Ul :• Cho �� C z 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 - Residentlal 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. f• o eQ�} � chi m M N (-4 @ # LL lei Y M W N �LL L, u.LLanw Nfe`, aw 6 a ai rn ii O ZN°' 0oo o 2 m m_ o N COr-tr a( �G +_� N O C y g?gp, LLW LL Z v NQco2 2 Z t, 0[]El❑ W M Z N CO Z ¢v M Z v N = VJ LL W� IN c �N f� r— U ,.. ~ o g j U o • o M M W z < L_ g Eo t� w��® QQzV X oa °a 0 o° °z Z N �z wZ j C .2 U �0 Z oz z - C!) " Y2 O tq < g� az NW W U g o NLL �L S O O <a � a= CO �t oc z< or 03 0 ACV = > Lo J m m � ^L' W .> c r CC CN C s v (D LO V r f ZLO O 04 = r CN r c C3) ai m M ` CN H N c Z a a E s: ci E JOB NO: 20-0559 SCALE : AS NOTED SHEET NO. S3 .JAJ.1 —I I. 1.A�L_AJLA& , rn m N z v N 0 J 0 0 i 5 m Wj N z N 0 0 I N 3 C a 0 i E c� 0 p� U i U 53 CL t Y i N N 1R (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 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 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE ❑ 7 5/8" 8" DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK ❑ STEEL AND GROUT ❑ ❑ PLATE EVENLY WALL IS 1 1/2" MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL ❑ ❑ ❑ FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (nrp) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER .' STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 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/ 00)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/8"EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE TO DRAIN DOOR OPENING DOOR OPENING ❑ FolEXTERIOR ❑ WALL CLEAN -OUT A WALL ❑ ❑ ❑ SCALE: N.T.S. S4� ❑FIT ❑ 1ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE REFER TO WINDOW PRODUCT APPROVAL COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MANUFACTURER. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D S4 SCALE: N.T.S. S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT a ° d o ° ° d ° a a ° e 81 STD. 90'HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN V-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 1O 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 BLOC P. ( ) \L—ROOFTRUSS PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. UPLIFT CONNECTOR (SEE SCHEDULE) ® OPENINGS LESS THAN OR EQUAL TO V-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. MOISTURE BARRIER TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. G S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X9112" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE —J Uj 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER _ CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET \ \GARAGE DOOR TRACK SCALE: N.T.S. 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. FFA�N� 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1 /2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" -� O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING -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 a IARAGE OOR W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1' - 4' 1) (2) (1) (2) (1) LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT kREQUIRED AN NOTES FOR NNECTION 2-ROWS 12d NAILS STAGGERED @ 12" 0/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 1 `—(2) 2x HEADER SEE PLAN INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. 00 OR SIMPSON HTT4 TYP. O,o 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. SL� SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. 5/8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 12 (TYP,) TYP.) SEE ELEV. SI%SON SP2 w/ (12)10d NAIL AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8"THICK. CRICKET AS REQUIRED BOUNDARIES 6" O/C EDGES & 8" BLOCKING O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS = _ _ SIMPSON HETA20 wl (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 - tt_ ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. S4 PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF 4B.Mti ICE STAGGERED `�-, �-- t 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. S4 F= 2240 LBS �7 SIMPSON Q SIMPSON SP4 SP2 TRUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS IBLOCKING @ EACH END w 2x TOP PLATE r cn 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. SEE AIS3 FOR STAGGERED FROM BOT. REINF. INFO. PLATE TO CONCRETE TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) 0000 • HTT4 w/ (18)10d NAILS (3610# SPF) ° o • HTT5 w/ (26)10d NAILS (4670# SPF) ° ° • DTT2Z w/ (8)1/4" x 1 1/2"SDS (1835# SPF) ° o ° • HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (2215# SPF) ° ° • HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (3285# SPF) _ • HDU5-SDS2.5 w/ (14)1l4" x 21/2" SDS (4065# SPF) • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) • HDU11-SDS2.5 w/ (30)1/4" x 21/2" SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT p • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN, 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT wl WASHER & NUT HTT / HDU TENSION TIE 2S4) SCALE: NTS SIMPSON SP4 �2X TOP PLATE OVERLAPPING ROOF TRUSS ABOVE 2X BLOCKING - \-NAILED 21-1 INTO (2)16d TOE NAILS TRANSOM 10d NAILS @ 6" EA. BLOCKING TRANSOM FRAMING FRAMING STAGGERED 2X P.T. SEE SECTION AA/S1 PLATE AND BB/S1 FOR is 2X8 WALL ABOVE - ADDITIONAL DETAILS SIMPSON ENTRY SPi K.O. BLOCK W/(1) SIMPSON SIMPSON-1-BOLTS @ 24" O.C. #5 CONT. & RECESS SP4 SP4 MAX FILLED LINTEL 5/8"X10" J-BOLTS 2X P.T. PLATE @ Z-0" O.C. ° a MASONRY WALL G 2X8 P.T. BOTTOM P TE C 5/8"x10" "J" BOLT @ 24" O.C. MAX. SIMPSON SIMPSON C (MIN. (2) PER BOTTOM PLATE) SP4 SP2 SIMPSON C SP4 10d NAILS @ 4" STAGGERED A 10d NAILS @ 6" O.C. STAGGERED NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 4 /a a 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) c o MTRANSOM FRAMING BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD O/C BOUNDARIES 6" O/C EDGES c 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 • SIMPSON SP1 w/ (10)10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. S4 tgft� ����tta�uutt ,;a, Vif �� P DNS ••'•� lb rG \ "\2 O� F1.0 ROFESSIO�P�� \\ '/,p/etllttttltl!'ttt���� To the best of the Engineer's knowledge, information and belief, Me 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 stnucural engineering portions of the drawing pages bearing Engineer's signature and seal. W E �p p 8 N-gill M N. 0 !8LL LL 0 _j L.LLLaWa Y: VJ M W (U. d' a >rLL as x Or 0 z w - 0 0 `2 oc m2Bo W monfO ��0 C W 0ECrn �aLo z N ° 6 ❑OOP W N Z Z z g 0- PI �� Uj Lb U c, in Win tc 0 Q 3-9 o W Z M t1 zo z Q a E O a� zo tDU CL E oa ao Up U Ua Z wo m N C <o�� y FO zLL N Jb 23 i2 a 3 U <o '7 O O as � rcs a$ �I< 0 0 `N = �L J iu L 1° c� .> c T 0) a N a N � .2 CO 0 n N = N r c 00 a) r m M \ N iri N c Z z cc O r m c d U Q 0 JOB NO: 20-0559 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAM11 W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & ( 1/4"X2 3/4" TITEN TO CMU SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS BACKNAIL w/ (2)16d NAILS SIMPSON H10A w/ (18) SIMPSON SP4 w/ 6 10d x TOENAIL W/ (2) 16d NAILS SIMPSON H10A w/ (18) ( ) NAILING SCHEDULE FOR 2"x4" 10d x 1 12" AT EA. 1 12" AT EA STUD SHEATHING DETAIL 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. SEE STRUCTURAL NOTES (USE BACKNAIL w/ (2) 16d NAILS SIMPSON H10A w/ (18) OUTLOOKER OUTLOOKER SP6 FOR 2 6 WALL USE " @ 24" O.C. NAILING SCHEDULE FOR OUTLOOKER AND NAILING SCHEDULE @ 24" O.C. TOP CHORD SHEATHING DETAIL FOR SHEATHING DETAIL BLOCKING FOR • FIRST FOUR ROWS OF 45° t „ 24 MAX. TOP CORD BLOCKING 45°t 2X4 CONT"L" BRACE TOP CORD BLOCKING TRUSSES @ SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2)10d 3" FOR FIRST FOUR ROWS EDGES OF 2x4 CRO BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24"O/C. CMID HEIGHT OF TRUSSES @ EDGES SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF • OF SHEATHING TYPICAL TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO „ 48 O.C. EACH JOINT W/ (3) 10d AT LEAST 90% OF WEB r7q $'-0" 0/C. EXTEND AT LEAST 90% OF ' MAX. & (2)10d 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)10d TOE NAILS @ BLOCKING ATTACHED W/ 10d EA. END NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 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 1 SHEATHING ATTACHED 10d NAILS 6" O.C. INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD W/ wl @ EDGES AND 12" O.C. FIELD 2x4 PANEL BLOCKING @ 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FOR THE FIRST (4) FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH L BRACE HERE " " ROWS OF TRUSSES FRO @ 48" O.C. 5/8" x 10" "J" BOLT 48" O.C. �° WEEP SCREED EA. END TYP. TOP & MOISTURE BARRIER BOTTOM ATTACHED wl 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. 16d TOENAILS PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 10dx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)1 Od NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4)1/4"x21/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" 1 EMBEDMENT IN KO BLOCK GABLE WEB 2 WEB, USE MSTAM36 w/ (7) —SECTION 1Od NAILS & (4)1/4"X21/4" SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE BACKNAIL W/ (2)16d NAILS SIMPSON H10A w/ (18) SP8 FOR 2x8 WALL) 71 x 2) SEE STRUCTURAL NOTES 10d x 1 12 AT EA. OUTLOOKER AND NAILING SCHEDULE 2x4 OUTLOOKER FOR SHEATHIN DETAIL 2x4 OUTLOOKER @ 24" TOP CORD 4" MAX. O.C. (OPTIONAL - SEE BLOCKING FOR ELEVATIONS) FIRST FOUR ROWS DOUBLE TOP PLATE OF TRUSSES @ 2x4 CROSS BRACE APPROX. 8" 2"x4" CROSS BRACE 24" MAX. EDGES OF FROM RIDGE FASTENED AT APPROX. 8" FROM SHEATHING TYP. EACH JOINT W/ (2)1 Od & (2)10d RIDGE FASTENED AT "L" BRACE TO EXTEND TOE NAILS @ EA. END EACH JOINT W/ (2) ; AT LEAST 90% OF WEB 10d & (2)10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE &SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2)16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 10d NAILS W/ 1Od NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD (2) 16d NAILS BOTTOM ATTACHED 48" 2x BLOCKING W/ (2)16d TOENAILS 2x4' r ON TOP OF PANEL BLOCKING, FASTEN WITH M 2x4'T' ON TOP OF PANEL 1Odx3" @ 4" O/C BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" 1 Odx3" @ 4" O/C SDS SCREWS TO TRUSS & (4) 1/4 SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12)10d 2x4 LEDGER (MATCH BOTTOM NAILS AT EACH STUD CHORD SLOPE OF ADJACENT DBL. TOP PLATE TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION K"4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 1 Od x 1 12" AT EA. 2x4 OUTLOOKER REFER TO DETAIL J SEE STRUCTURAL---,,,.OUTLOOKER @ 24" O/C ON SHEET S5 FOR Mx NOTES AND NAILING TOP CORD X-BRACING, AND TOP N SCHEDULE FOR BLOCKING FOR CHORD BLOCKING go to INFORMATION SHEATHING DETAIL FIRST FOUR ROWS 1 1 2"x4"CROSS BRACE OF TRUSSES @ 1/ " 24"'MAX. EDGES OF WOOD TRUSSES � APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT L BRACE TO EXTEND 2x4 RAT RUN BRACING EACH JOINT W/ (2) qAT LEAST 90% OF WEB Fi AT 24" O.C. ON TOP OF 10d & (2)10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 NAILS @ EA. END 4a GABLE TRUSS TRUSS SPANS 1/2"CDX PLYWOOD OR 7/16" ATTACHED WI 2 -16d 2x4 PANEL BLOCKING @ 48" O/C FOR THE (2)16d NAILS AT EA. TRUSS JOINT OSB SHEATHING ATTACHED (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 W/ 10d NAILS @ 6" O.C. FIRST (4) ROWS OF 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS.207"L = TRUSSES FROM EA. E ES AND 12" O.C. FIELD O/C wl (2)16d (D = 0.148", L = 3") OR EQUAL (D = 0, = 41/2") OR EQUAL (D 0.207", L = 41/2") OR EQUAL END TYP. TOP & JACK TRUSS TOENAILS @ A. END NOTES: BOTTOM ATTACHED SEE PLAN FOR 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 2X4 BLOCKING W/ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 1063" @ 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) ) BUILT-P COLUMNS g SECTION g SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" SCJ TYPICAL NAILING SCHEDULES FOR BU U CO U S ADDITIONAL INFORMATION. 2"x4" OUTLOOKER @ 24" O.C. W/ (2)10d PER JOINT IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) 10dx3" O/C TOENAIL 6" O/C 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 RUN ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. 1 GABLE TRUSS "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 S5 I • . � • e l� ° . � II a ° f I I a. • ° • II ® \ • • 11 . I I ° • _ , � � • • � ° � . � . � a ° I . < • • I I ,• -II• ° .• '-CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERE WOOD TRUSSES SCALE: N.T.S. S'CJ S5 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP -- MINIMUM (2)16d PER JOINT MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL M SCALE: N.T.S. S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)1 Od WOOD TRUSSES TOE NAILS AT EACH END @ [24" O/C (TYP) 0 Z w BRACING w/ (3)1Od x 3" AT \- • EACH CONN. @ 24" O/C SIMPSON HGAM10KTA w/ (4) MOISTURE BARRIER 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4)1/4"X2 3/4" BOND BEAM TITEN TO CMU MASONRY WALL 2x4 BLOCKING 2x4'7 BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T' BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1 Od NAILS @ 4" 0.C-� TYPICAL GABLE TRUSS WEB -� SINGLE "L" BRACING DETAIL 6: SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/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 CONTINUOUS BOTTOg CHORD BRACING 2X4 MIN. LI 11111111 I��111111 iwl I ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - 3'-0" T-O" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4)1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) r-GABLE TRUSS GABLE• END• BRACING DETAIL SCALE:3J4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. ow LT C7 d ✓9�� CORNER JACK Y U w Er 0 HIP FRAMING REFERENCE PLAN 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) 'T' BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL 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)1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION fill r Q` fN• E •G 6 N ' Q � Fro ^� f �Itltttfti111111t\,\ 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 - Residerfial 8ih Edition. Engineers signature and seal is onty for the structural engineering potions of the drawing pages bearing Engineers signature and seal. W E g g8 -R4 1% & V; LL wa ai a 5�01 LL LL V?"cm, w y. �ru- -0- 0 W w g 2 m o ,�• C N ,p m m J o o Z v�6 Q O a aMZ Z O U ❑❑❑❑ W CD M 2-1 Z_ d N N z 0 V O W yzN c of = 0 s M = zZ O g aE �JL 2 0 oo > z° 8 '- a XV a8 0a� 0 zo E N r0 ' o & a ¢� o CY _ C �u .9 mo gLL zCn 8W lga Q W �° U W T u rn w z �~ 0z o3F �L J ai � W .> c T O m J N O m R L 1 '� _ r V �— �T� z O N �• T p 000 T (V N z z E C> E y Id r— c d U J Q 0 D JOB NO : 20-0559 SCALE : AS NOTED SHEET NO. S5 W W 2 J (1) LAYER TYPE 11(#30) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE 11(#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. 12 PRE ENGINEERED Z�7 WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS O.C. MAX. SHINGLE ROOF SHINGLE ROOF FOR UNDERLAYMENT REQUIREMENTS SEE R905. INSULATIO 15/32" CDX PLYWOOD OR 7/16" BAFFLE O.S.B. (SEE ROOF NAILING INSULATION P SCHEDULE ON SHT SN1) CHART ON FLOOR ALUMINUM DRIP EDGE PLAN ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C SEE SOFFIT SHEET CEILING & 8" O/C WALLS I ATTACHED WALL SHEATHING TO 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS DOUBLE 2x S.P.F. TOP PLATE 1x2 NAILER PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT Cn FOR MORE INFO LU LU 16" O.C. 2X S.P.F. STUDS o i W/ (4)16d TOENAILS TO TOP PLATE (07/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2x BOT. PLATE W/ (2) 10d @ 6" O.C. METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 1Od � w LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD = INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2 M-W OSB I CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 rB R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALE S6 S6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ETAL SEAT ER PLAN O OR FELT PAPER FOR MOISTURE BARRIER 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS STD. 90 HOOK (SEE DETAIL) 1/2" GYP WB 8"x8"X16" CONC. KNOCKOUT INSTALLATION PER BILK. W/1#5 ROD CONT. FILLED CHART ON FLOOR PLAN SOLID W/GROUT NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M n U 4"x4" INSPECTION PORT AT = a EACH FILL CELL TYPICAL 1x WD FURRING @ 24" O.C. a AT GARAGE CONTRACTOR BASEBOARD N TO CUT BLOCK OR POUR MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY 410 6" BELOW GRADE TM Q :.. • � FINISH GRADE 00 -- —STD. 90'HOOK (3) # 5 REBAR ON 3" CHAIR ^' (SEE DETAIL) W/3" MIN. CLEARANCE 4" V-8" TYP 2-STORY WALL SECTION SCALE: 3/4"=V-0" SIMPSON LSTA24 STRAP w/ (8)1 Od x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL----- • NO kiwi1 *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL' SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. FLOOR TRUSS SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS "END SHEATHING TO )F BEAM OR GIRDER ATE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)10d @ 6" U.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 E S6 2ND FLOOR FRAMING - SEE SECTION J/S6 ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN SEE FRAMING WEEP SCREED PLAN INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" O/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR_. $ - MORE INFORMATION 2ND FLOOR FRAME CONNECTION PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0" SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. R S6 2x STUDS @ 1�" ^ 2"x BOT. PLATI (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUS: FLOOR CONNECTION @ MASONRY 1ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6) 1/4" x 2 1/4" TITEN SCREWS TO MANSONRY WALL PER STRAP \ WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION. ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8)10dxl 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK SCALE: 3/4"=1'-0" — B.U.C. (8) 1Od NAILS TO STUD PER STRAP Vj m SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL FLOOR TRUSSro SCALE: 1 1/2"=1'4' S6 NOTE: SEE TYPICAL WALL SECTION C/S3 FOR ADDITIONAL INFORMATION (1) ROW OF 2x BLOCKING @ MID HGT. FOR WALL HGT. S V-6". (2) ROWS OF 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6" SIMPSON SP1 w/ (10)10d NAILS AT EA. STUD 2 x STUDS @ 16" O.C. 2X P.T. PLATE A SEE SHEATHING SPECS ON FLOOR 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA.X 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH . aY 8" I $„ CLEARANCEMIN3'1 INTERIOR 2-STORY FRAME SECTION S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" S6 ADDITIONAL SLAB INFORMATION. 1513T OSB EXPOSURE SHEATHING PROVIDE BLOCKING) REQUIRED SECTION X- NOT FULL HEIGHT SHI (2)- 2x TOP PLATE BEYOND I 15/32" OSB EXPOSURE F SHEATHING ,W =, SOLID 2x O BLOCKING @ ALL Q C SHEATHING EDGES (SEE OPENING SECTION X-X w ao C x/F R W x E w 2x STUDS BEYOND. W SEE PLAN p 11 (O/1 I I I \-2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM IA/AI 1 rl r\/A'r1^k1111A^r%AI1 4 FT. 4 FT. ® O 2 2 5 FT 4 FT. O (D O 5 FT 4 FT. Q2 U �I 4 FT. 4 FT. O 0 4 FT. ROOF NAILING ZONE DIAGRAM Tjdy� ��� 2x CRIPPLES @ --� 16" O.C. W/ (2)12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) ROOF NAILING SCHEDULE: w ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD a ,n j ZONE 2: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD Z ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD a (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING u. SHANK NAILS) = NOTE: ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD p w (TILE) OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 w O AP¢ J< � 8 a SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH " _ 0 � ] PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO i 1- 2 LL - WO STUD AND OR BLOCKING AT ALL EDGES. O U.N LL A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSIONS FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8" 3/8" "S" = NAIL 318" SPACING S 3/4" S 1/2" 1f2" S ly-1/2 SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING Q NAIL AT BASE 2 ROWS @ 4" O.C. W18d COMMON NAIL © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL @ NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL @ NAIL INT. AT 3" O.C. W/8d COMMON NAIL Q STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. W/8d COMMON NAIL QF SHEATHING SPLICES @ HEADER - NAIL SHEATHING TO HEADER W/ 8d COMMON NAILS @ 4" O.C. @ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL MEMBER IF GABLE END NOTE: • 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 21/2" • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 118". AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7/16" OSB FLITCH PLATE TO W/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS (2) 8d NAILS @ 3 O.C. STAGGERED C WALL SHEATHING INSTALL. vFanr.iwrKi" 9. S6 & NAILING SCHED. SECTION X-X 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 1 (2) 2x HEADER SEE PLAN `S4 • INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE o p/0 � SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / (2) ROWS OF 2x BLOCKING AT THIRD POINTS 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. / SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 ' `r WWF OR FIBERMESH E -1 11_I I I- I I_L�N' - (3) # 5 REBAR ON 3" CHAIR4V-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING M S6 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 4'4 (2) 3) (2) (2) (1) LSTA30 9'-16' (3) 3 (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 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. SIMPSON SP1 w/ (10)10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE 00 I= I -I E?z T 2 @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. 0 Tel, `,��1gt�Oltlltllittidl/ O W �a ... � =U * F `O •••. ��/z, 00FESSIO�r To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. to H Q _ 1 E R CD a$ m N V $ O 0 fg J J Y M-, N # ib W V_ a U. ry a a 41 M W Uj as 0 z 11 >Cu- > Y ��� 0Wo 3 OC 0 o �°' m0°��po G a W Z IL 2 ETon g O N NaMQ 0 3 Z 00000 W R� CD N M z: g Cl CD d N t) V''Znn LL •O N W O Q Q — .W V) LU c aW U � E = O $ I �0 Q � S� o M m o w Z � U_ E 8O wa a� � > z0 H ni O E u asp oa 00 O W z N¢ L Z �ofo W Z r<� 'c Q p .9gz U ym m i z aj QW W a i 3 tw W �k �� y ' $ GO CD W aO °za 3 J �N > Ln ui m L 1O ' .— C T 0) _j N .-. Q a C N O (L/ c LO O r 0) r = Z N r c ui E � N M \ �; N o z Z E O E r o a; a U _j Q p JOB NO : 20-0559 SCALE : AS NOTED SHEET NO. S6 19 ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). 1 3/4 x 11 VL 2x4 UNDER STRINGER - GLUED AND NAILED TO LANDING FLOOR JOIST STRINGER MUST MAKE FULL - CONTACT WITH LANDING SIMPSON A35 OR LSC EACH STRINGER 2x4 CUT ON BEVEL DOES NOT BEAR IN D D WALL GLUED TO i 1 F 2x8 2x SYP CUT TO FIT BEARS IN WALL --2x12 SYP BEARS IN WALL '--2x6 SYP B-� 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN J" AND J" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER j BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 SYP BLOCKING ` /2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ / AT STRINGER CONTACT POINTS \ (14) 10d x 1 1/2" NAILS) d SECTION VIEW "A" 2x8 STRINGER MUST MAKE SYP FULL CONTACT WITH LANDING Ills, 040 ■ � I■II .- III �i1 SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER -2x4 BLOCKING FOR 2x12 •2x4 PT UNDER 2x12 �J ROVIDE MOISTURE PROTECTION Z H ALL COMPONENTS IR TO CONC. W/" X CONS @ MAX. 32" O.C. ATTACH ALL COMPONENTS \ 1x4 GLUED AND OF STAIR TO CONC. W/k X NAILED TO STRINGER 2" TAPCONS @ MAX. 32" O.C. / 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH G.1y TOP OF STRINGER 2x SYP CUT TO FIT STRINGERS BEARS IN WALL A E2x12 SYP BEAR IN WALL 2x4 BLOCKING FOR 2x12 SIMPSON A35 J r 2x4 PT UNDER 2x12 OR LSC EACH 2x6 SYP 1x4 blocking2x4 SYP SIMPSON MSTA21 w/ (16) 10d NAILS E SIMPSON A35 OR FOR TRAP CKING FLAT STRAP NAILED TO RISER AND LSC EACH (SIMPSON MTS12 w/ BLO THEN WRAPPED AROUND STUD - STRINGER 2X4 PT NOTCHED INTO STRINGER / AND NAILED TO FLOOR WITH GLUE (14) 10d x 1 1/2" NAILS) 2x4 CUT ON BEVE050;�__z AT STRINGER CONTACT POINTS PLANVIEW DOES NOT BEAR \ SCALE: " = 1'-0" WALL / SECTION VIEW "D" SECTION VIEW "E" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" FILLER STRIPS ADDED " PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED, 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST TOUCH STRINGERS INTO FLOOR WITH GLU �/ NOT STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE: �= 1'-0" 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" NGER SLUED NAILED SECTION D-D SCALE: 1" = 1'4" 3/4 PLYWOOD ON DECK --2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE STRINGER CONTACT POINTS B 0 ;42x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) It �11 �_ __I11 • DRAFTS P 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS x GLUED AND NAILED TO STRINGER r� FOR DRYWALL SPACING E SECTION VIEW SCALE: J" = 1'-0" / F 2x4 STC 2x4 V � NOTE: 2x8 DRYWALL STOP NOT SHOWN STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — SECTION VIEW "C" SCALE: 1" = 1'-0" FLOOR TRUSS OR CONN. TO BOTTOM GIRDER, FIELD VERIFY OF NEWEL POST (2) LAYER" EDGE GOLD OSB OR PLYWOOD OR 1 tX16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = V-0" F SECTION VIEW SCALE:" = 1'-0" PER CONTRACTOR PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST BLOCKING STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" JOINT TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, Q NAILED TO WALL BELOW NEWEL POST LET INTO THE BLOCK PROVIDE BLOCKING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES JOINT _TO )ISTS) H 2X STRING R 2X B OCKING PSON MTS 2 w/ 10d x 1 1/2" NAILS 71�� t D OR 2X BLOC NG RIS R VARIES ECTION VIEW "H" SCALE: 1" = 1'-0" •• • �� ti6 . C�_ . A • 16 ...••• isfr 0If, F E S S 10 t�, To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the sbuAural engineering portions of the drawing pages bearing Engineers signature and seal. LQ ci 0 MNC, i LL (D C] 5u riLL ao_ V% M N d' y W aaY Zv(0rn 00° W� zmoo W W o mrZ m� Jo ao IL Z 0) co O N O N � R Wv _j 6 ❑O0❑ - N o1 z 93 _ PI LL ■ fa w N I V `0- In w 0::E \/ � as r— o U 00 LLJ w = U • a 74 M W Z n 29 �R Q� �"= U IllpppQwULLLa = Q pU Z _ O E a p u ro co C U a OLL z 8 U a W z N= YY ila o 3 E U-) J rn m � ^L W ' ■- (D T 0) ca J ^ N O ^C m 'Y^, _ r- TT/ V r 1 Z O CV r o MNM T W r ci m f N M ` ai 04 c Z Z E O c d v § co c a U Q O JOB NO : 20-0559 SCALE: AS NOTED SHEET NO. ST 1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 ( MAX 8„ , UNACCEPTABLE INSTALLTION � DOOR JAMB (REFER TO PRODUCT -_C TTO PRODUCT PM TO PRODUCT APPROVAL FOR CONN. PROPER INSTALLATION DO NOT DO THIS 2'k BOT. PLATE W/ (2)10d @ 6" O.C. APPROVAL FOR CONN.APPROVAL FOR CONN. 1x4"X 4 ` #5 REBAR (TYP,) PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO x4 P.T. FURRING X 3" LONG FURRING ROWS 3/16" x 3-1/4" LONG X 3/16"0FURRING TAPCONS #5 REBAR (TYP) ` AN AND NAILED W/ 8d COMMON @3/16"0 6" O.C. EDGES AND 12" O.C. FIELD 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED T O.C." TAPCON @ 16 .C. & 4LL,2X8 TAPCON. INTO STAGGERED @ 16 ` ' 1x8 P.T. FROM EACH END w/ MIN. 1X8 BLOCK@ SPACING „ O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH 1 DETAIL • 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH �� 1-1 /2 DETAIL 1 x8 w/ (2) ROWS 8d NALS �� 3 DETAIL A D. 90 HOOK (TYP.) ` FACE 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. FILL SOLID HOOK (TYP.) BOTH CELLS NAIBS 1od @TRUSS VERT. WEB 3116" x 3 -1/2° DOOR JAMB (REFER 1x4 P.T. METAL SEAT PLATE TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL F U LAP SHEATHING TO EACH END W/ MIN TO PRODUCT DOOR JAMB (REFER 2" EDGE DISET. APPROVAL FOR CONN. P.T. w/ (2) ROWS 3/16" TO PRODUCT I ` D BOTTOM OF BAND JOIST TYPICAL M2x8 @ APPROVAL FOR CONN. x 3-1/2" TAPCON 16" 1x4 (2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH — —j TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRING +2�i NOTC @FIRST COURSE LI SIMPSON HGAMIOKTA @ 12" O.C. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ ' ` w/ (4)1/4x1 1/2" SDS SCREWS MIN. 2" EDGE DIST. 2x8 2x P.T. AS REQ'D (2) ROWS 10dx3" ` INTO BAND JOIST & (4)1/4"x2 3/4" TITEN 2x DETAIL 21 /4 " DETAIL STAGGERED @ 12" O.C. 3-1 /4" DETAIL NOTCH WEB AT THE 0 +5A FIRST 2 COURSES ` INTO K.O. BLOCK BLED UILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION i( H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. sCALE.N.T.s. SS 2x8 P.T. BUCK -CONNECT TO BLOCK ow SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A_A =1610 # FOR 2 STRAPS FILL 1st 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 8° SOLID W/GROUT ` � 1 PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. &BUCK SIMPSON HM9KT w/ (4)1/4"xi 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 45A 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 •. r 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 112" BUILT UP PLWD. BUCK PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. coNrncr ENGINEER of RECORD FOR FURTHER INSTRucTIONs. SCRIBE NOTCH S ( ) FACE OF ARCH W/ (3)10d NAILS OVERHAN '; BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 JOARCH 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'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4"- NO REPAIR REO'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL ARCH DETAIL i 4' MAX. RAD. USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ XO�ER TO TRUSS TOP CHORD yqH MIN. 4" EMBEDMENT AT 16" O.C. + �F GTy N 1,-Orr 51-011 SCALE: N.T.S. SS 12 + + PLYWOOD SHEATHING JACK TRUSS PROVIDED BY + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + otfINISHFLOQR 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS ° WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B_B ROOF SHEATHING ATTACHED + REQUIRED > ► ' ► '•Q EMBEDMENT INTO ) PER NAILING SCHEDULE ALL TO SUPPORT ►.. /4" MAX 2 -0 8 TRUSS + SOFFIT + ► ► ► #5 BAR D BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON + p 1'° ► ° . CENTERED W/ BLKG. &BUCK 2X6 TO 2X4 (10) 2X4 SYP ► ' ' • + ' ' • IN TOP N 1 X 4 FURRING 8d NAILS EACH TRUSS ► .a KNOCKOUT/ • ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE BTWN,, PROVIDE (2) MIN. PROVIDE 2x CONT. W/ (3) " CONNECTOR — MONO FOOTING _ � • SIZE AND REINF. PER PLAN ' VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE BUCK - (1) WITHIN D 12d NAILS SEE LINTEL 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 CLEAN FILL • lit 2 x 8 VERT. BRACES INSIDE TO ALLOW FOR INSULATION () IN ARCH #2 SYP @ 24" O.C. ENTER SO IT .► • DIRT 6 BE INSTALLED BUILT UP PLWD. BUCK- 4 MAX SEE PLAN " PRECAST LINTEL ° STANDARD 4 A. STANDARD SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION : 90r HOOK N #5 BAR IN TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4%" WOOD FOR OVER HANG FILLED CELL -' 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC 4 MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4 -0) " - • `- `- . _ .. _ . �, s . �� 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. •' •' % � `' •' V.;., •'•' V It L ' •' •' ANCHOR INTO ARCH BLKG. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-B ARCH DETAIL K 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. EXISTINGBOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR SIMPSON HTT4 w/ (18)10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER "SQUEEZED" W.W.M. AT PERIMETER 1/2" NAILS TO STUDS & (1) - COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION 'EMBEDDED E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) (1) #5 BARS CONT. OCCURS TOP WITH MIN. 3" 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" a #5x6 INTO EXISTING BOND BEAM z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 6'_p" EPDXY MIN. 6" EMBEDMENT & 0 SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER F'F 3" MIN. EDGE DISTANCE1:4 FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP \ ` U_ v NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE , THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL o►' ► U a A REINFORCING AS FOLLOWS: a 1 * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT P * PRESS PANEL REINFORCING INTO PLACE. v #5x6' EMBEDDED INTO 6 MIN. LAP SPLICE W/ > , g EXISTING FOOTING 2 #5x6' IN CONC. ( ) * F B AND TROWEL COVER PANEL REINFORCING WITH UPPER HALF 0 MORTAR BED REINFORCING PANEL i ' Q � 6SMOOTH. FILLED CELL DO NO FURROW. ° ►:° N �� DRILL 3/4 x5 MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE o. ► `. SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6"MIN. LAP p . ;. El G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: �, ° tr `' REMAIN FREE OF MORTAR. z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT , ° '0 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 16" MIN.or COVER EA. WAY WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. _ SCALE: 3/4"-1-0�� „, " SCALE: 3/4"= -1-0 FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. WN t3. nlb 0 'C ' F 1-0 �'•••.....••'' P r/•� lrydFiltlltti'���\\ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Q tp Qp �8 ieNRR O C O J LL �LL rLLLaa of aw = Z v rnY 0 o M13m ° o ro o 1- 2 T O' o 02 W Z ILW _j (rE�Q M i Z N C Z t i O J 66 ❑❑❑❑ W 04 M Z Z � Q 8 a U) N QX M z LL C1 V w � a 0 W to c o v U 3 • �0 �w Z LL_ w� CL (E6 V �z �'o 06 ao Da wp O� Z o _zw N O I J . rp COC z �jY O OLL Z g Z �O U W a-Z_ a J CD ;5 a 0W S2 � _ 01 zl°d 3 J `N Lo ci m 0 W > ._ c r o) f° N ^ ) O I- 2 m R L,` ^ .Q V / .� � r Z T = O LO N r 0 00 r ' N cM r- �; N o Z Z 0 0 N T- a «? c tl U _j Q p JOB NO: 20-0559 SCALE : AS NOTED SHEET NO. SS ra 6 N z v N 0 J 2 m UO N d 'x N 0 0 a N N E H E O U, I i a I Y i 0 d N '4 rn N N rN� C CROSS BRACING DETAIL (TYP.) SCALE: NTS TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. Cg 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 1 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 A CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. —� WOOD WALL OR TRUSS. SEE PLAN LWOOD TRUSS A BLOCKING DETAIL SCALE:NTS STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE OL 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 2X4 CONT. AT T & B CHORD WOOD TRUSS ROOF PLAN F___,� SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT, A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT 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"0.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC.MASONRY 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 OIL VARIES 2x4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d TOENAILS TO TOP PLATE & (2) 12d END — NAILS TO TRUSS BOTTOM CHORD MIN. (2) 2x4 SPF TOP PLATE ROOF SHEATHING ATTACHED PER NAILING SCHEDULE COMMON TRUSSES. SEE TRUSS PLAN FOR CONNECTION INFORMATION. OILVARIES SEE PLAN FOR WALL LOCATION 1) �— MIN. 2X4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO OL 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. lb SECTION ENTRY 8 SCALE: NTS SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( HIP G.T (2) 2x8 #2 SYP w O.S.B. FLITCH PI TOP @ TRUSS E U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 44 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 >IMPSON HUC410 w/ 6d INTO HEADER & ( Od INTO BEAM - SEE tOOF PLAN FOR MOI VFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE-7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. LF-4H 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ONSC EDU E/PLANM OPTION B CONNECTION INFO OPTION C. COMMON BM. TO POST ATTACHMENT SEE PLAN FOR CANT. SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAI LS TYP. U. N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED CORNER SEE FOUNDATION ° PLAN FOR MORE INFO 5" �X COMMON BM. ATTACHMENT SCALE: NTS 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION r22 SCALE: NTS SCALE: 3/4"=1'-0" SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO, SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM MIDDLE 8d NAILS AT 4" O.C. BM. SPLICE OVER CENTER OF POST SEE PLAN FOR VALLEY TRUSS 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 a COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE �2� SCALE: NTS EXTERIOR ATTACHED SCHEDULE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL ENTRY FRONT WALL s SCALE: NTS 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3)16d AT EACH STUD - TOENAIL EACH TRUSS TO NAILER W/ (3)10d 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 g SCALE: NTS LOW ROOF/WALL SHEATHING ATTACHED PER NAILING SCHEDULE 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ 00) 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 'e `\Yi1i9{Ilttl II�� w �� UE • N i , O40 p Q? e FLOC• Yam••......•••• • '!�� A P� �?OFESSION �\\ �� err ��,fPllilllltlt�����\\ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. IW- Cgops eZ.� 8 �_ m N V M r- y (0 .- _j IL , M 44 W ' W M Z Stern ra Z'0 li ._i' C N o- Com- 0 _jc� WE°'O' N O N Cl) Z IL g O y Or J z ° 6 ❑OOP W v N V z z z g C N tLca Z v V) /^ oCm V lL w S 0 -$_ tN E M u & Lo U 0 W z QE o oLL <= Z• E u H Ro Wr �0 Z L a� o Ca Wz �� O m U QzU - '""j ym °° c QW a g� z 'o U a W Q o-z z NW mi o N W �� '_ a .0° U3 J �N > In rn B L cc c r .>ca J O �1 a C s m CO � � L0 0) LO Z O ^p N Li) N T O) r- 00 T ui m M ` N H N c Z Z = E O r E :? a v Q o JOB NO: 20-0559 SCALE: AS NOTED SHEET NO. D1 tR (1) SIMPSON LSTA30 w/ (22) (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT 10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2" TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED / TRUSS. SEE PLAN FOR FACE OF HEADER/STUDS @ 24" O.C. MASONRY WALL CONNECTION. EXT. SHEATHING A BELOW AND ALT. 2x CRIPPLES 16" O.C. @ (2) 2x SPF TOP PLATE FLUSH W/ TOP MASONRY & 8d BLOCKING INFO SEE PLAN FOR CONN. W/ 2 12 () d TOENAILS T/B (2) 2x HEADER SEE PLAN SEE FOR 2 OF BLOCKING NAILS T/B FLANGE 0 1. APPLY SUB (3) 2x # SPF 2 () 10d TOENAILS AT EA. INTERIOR HEADER DETAILS FLOOR + STUDS w/ 10d @ (2) - 2x SPF TOP PLATE END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2x STUDS © ADHESIVE TO 8" O.C. EACH SIDE OPENING WIDTH 4 FEET. EXTERIOR HEADERS 2x4 CONTACT U.N.O. ON PLAN IF OPENING IS GREATER 2x SILL PLATE W/ (2) 12d TOENAILS. SURFACE A 2x4 #2 BLOCKING O THAN 4 FEET BUT NOT O OPENING LARGER THAN 4 ft (2) 2x V. FLOOR SYSTEM NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST B 2x4 SIDE BRACE AT 48 O.C. AEXCEEDING EXCEEDING 6 FEET. SIMPSON LS30 T 6 10d {) SILL PLATE w/ SIMPSON LS30 w/ (6) 1Od x 1 1/2 CLIP EACH SIDE SEE PLAN9_x OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON x 1 1/2" CLIP IS TO BE MIN (3) 2x #2 SPF STUDS @ END OF •;o• •:� CORRECT BLOCKING w/ (3) 12d EA. END INSTALLED AT EA. END HEADER SEE Q/S4 FOR REQ'D JAMB G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. TYPICAL BLOCK FLOOR DECK INFO 1/2" GYP. BOARD OR BLOCKING WALL 2x CRIPPLE AT EA. (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d EXTERIOR STRUCTURAL 1-1/8" RIM BOARD END OF OPENING SIMPSON LSTA30 w/ (11) 1Od NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED SHEATHING (MIN. 7/16") FLOOR TRUSS/ NAILED TO STUD TO STUDS ABOVE PLATE ON FLOOR SYSTEM TO MASONRY WALL •°' ' • VERIFY W/ PLAN 8d NAILS @ 3" O.C. JOIST SEE PLAN (2) SIMPSON MSTAM36 w/ I -JOIST SEE PLAN PACK w/1 Od NAILS „ FLOOR DECK BELOW. IF WOOD WALL IS BELOW USE (2) WALL SHEATHING (2)12d TOE NAILS TOP (7) 1Od NAILS & (4) 1/4"x2 TIE BEAM @ 80 SIMPSON MSTA36 STRAPS w/ (26) 10d TO RIM BOARD & BOTT. CHORD 1/4" TITENS SIMPSON LSTA30 FROM FLOOR TRUSS/ I -JOIST SEE PLAN NAILS (G.C. TO INSURE SOLID BLOCKING IS INSTALLED). SCALE: N.T.S. AJS BLOCKING PANEL @ 24" WINDOW JAMB TO O.C. (MAX) AND @ EACH PROVIDE BLOCKING FLOOR TRUSS/ SOLID SCALE: N.T.S. SEE SS FOR RETROFIT GABLE END RIM JOIST END OF WALL UNDER BELOW JAMBS BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 SEE R/S6 FOR CORNERS FOLLOWED IF DOWN SET OR BOX HEADER IS USED SECTION CORNER CAN NOT BE INSTALLED CONNECTION INFO TO MASONRY WALL (2) - 10d TOE NAILS EACH SIDE OTHERWISE DETAIL CAN BE IGNORED FRAMING ATTACHMENT 1 BLOCKING DETAIL 2 GIRDER/COL. CONN. @ 2nd FLOOR 3 HEADER CONN. @ 2nd FLOOR 4 SCALE: N.T.S. N.T.S. SCALE: N.T.S. SCALE: N.T.S. SEE Q/S4 FOR JAMB STUD SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR O SIMPSON SP2 w/ (12) 1Od NAILS SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION (2) 2x8 OR (2) 2x6 TOP 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP OB SIMPSON LSTA24 w/(18) 10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SEE INFO BELOW ON CONNECTION PLATE SEE PLAN OF CRIPPLES IF LONGER THAN 8" 2 - 2 x 4 SPF O SIMPSON CS16 w/ MIN. 12" END SIMPSON SP4 w/ 6 10d x 1 1/2" USE SP6 FOR () { 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. SEE PLAN FOR CONN. TALL. (CONTRACTOR MAY USE RTT A TOP PLATES LENGTH ON STUDS W/ (11) 1Od (1) SIMPSON LSTA30 w/ (22) 10 CLIPS) NAIL BACK LEG OF CIPPLE TO (2) 2x HEADER TO SIT NAILS TO STUDS ABOVE & (11) 1 Od NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE HEADER w/ (2) 12 TOENAILS FLUSH w/ THE OUTSIDE NAILS TO STUDS BELOW. THEN DOWN THE FACE OF SEE PLAN FOR SIZE 2 x 4 #2 SPF STUDS C AT 16" O.C. U.N.O. OD SIMPSON SP1 w/ (10) 10d NAILS HEADER/ STUDS (2) 2x HEADER SEE PLAN HEADER FLUSH TO OUTSIDE 2x6 / 2x8 WALL BEYOND SEE FLOOR PLAN FOR HEADER INTERIOR HEADER NAILING AREA (TYP.) G (2) 2x HEADER SEE PLAN OE 5/8" A.B. @ 24" O.C. AND 6" FROM MIN (3) 2x #2 SPF STUDS @ (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS SEE PLAN FOR COL. SIZE (2) SIMPSON MST37 CONNECTION EACH END W/ 7" EMBEDMENT. IF END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12d TOENAILS. STRAPS w/ (42) 16d NAILS DOUBLE 2x6 OR 2x8 TOP SEE STANDARD HEADER AT STEP DOWN LOCATION, MIN 7° REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x PLATE SEE PLAN CONNECTION DETAILS FOR MORE INFORMATION 2 x SPF EMBEDMENT PAST STEP. SILL PLATE w/ SIMPSON LS30 w/ (6) FLOOR SYSTEM OR 12d NAILS AT 6" BASE PLATE 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE 2-STY. FRAMING O.C. TYP T & B SIMPSON SP6 w/ (6) 1Od x PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" {USE B C W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF (2) 2 x #2 1 1/2" (USE SP8 FOR 2x8 C B H FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 SILL (MAX. OPENING WIDTH 4 FEET). BAND JOIST & BLKG. SYP U.N.O. WALL) @ 24" O.C. EWALL OR BEAM WALL) AT EACH STUD AT HEADER / IF OPENING IS GREATER THAN 4, OR LVL GIRDER JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF STUDS ARE WIN WALL SYSTEM A.B. TO 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, (BLOCK SOLID) TOP PLATES BE SPACED W/IN 6" FROM OPENINGS OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS TO BE INSTALLED AT EACH END. SEE PLAN FOR 2 x CONT. T & B AND MULTIPLE STUD PACKS PACK W/ 10d NAILS @ 8"O.C. COL. SIZE 2 x 4 #2 SPF STUDS B O INTERIOR HEADER TYPICAL BLOCK WALL PLYWOOD ATTACHED PER NAILING SCHEDULE SIMPSON HTT4 wl (18) (1) 2x SILL PLATE W/ (2) 12dTOENAILS. AT 16" O.C. U.N.O. (2) 2x HEADER G EXTERIOR HEADERS FLOOR TRUSS/ I -JOIST SEE PLAN 16d NAILS & 5/8" ANCHOR BOLT w/ BOX HEADER E F TYP. FSEE PLAN F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE D BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE SIMPSON MSTAM36 W/ (7) 1Od NAILS & (4) 1/4"x2 1/4" TAPCONS TIE BEAM PROVIDE BLOCKING MIN. 6" EMBEDMENT (2) SIMPSON LSTJ2 w/ (10) 10d NAILS WRAPPED UP AND /� OVER TOP PLATE (2) 2x TOP PLATE 2x CRIPPLES @ 16" O.C. w/ SIMPSON SP2 w/ (12) 1Od NAILS AT g" SEE FOUND. PLAN FOR FTG. REQ. HO STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS - o TOP AND SIMPSON SP1 w/ (10) 10d NAILS AT BASE NOT REQ'D TO HAVE CONNECTIONS. • P . ° •' ° "PROVIDE (2) CRIPPLES BELOW ATTACH STUDS w/ (3) 12d TOENAILS T&B SEE FOUNDATION PLAN TO ANY GIRDER TRUSS IN THIS 2 STORY I NT. BEARING WALL FOR FTG. REQ. 2x CRIPPLES TO SITUATION. CONNECT G.T. TO PROVIDE EXTERIOR SHEATHING MATCH JACK STUDS w/ (2) SIMPSON HTS20 w/ AND EXTERIOR ATTACHED PER NAILING SCHEDULE tj 2 STORY WALLS ONLY. HEADER CONN . @ 2nd FLOOR STUDS BELOW AT TOP AND FOR EXTERIOR SHEATHING CAN STOP ONCE UNDER 6 2 STORY COL. @ GIRDER BOTTOM TO HEADER CRIPPLES 7 (IF ARE LESS THAN 8" SCALE: N.T.S. LOWER ROOF. SYSTEM 42 SCALE: N.T.S. LONG NO STRAPS ARE REQ'D) SCALE: N.T.S. A.'J• A-.J ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION DETAILS FOR TO STUDS TO MATCH CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED MORE INFORMATION HEADER STRAPS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 1Od x 1 1/2" (USE SP6 FOR 2x4 STUDS MIN (3) 2x #2 SPF STUDS @ END OF HEADER OTHERWISE DETAIL CAN BE IGNORED 10d NAILS BENT OVER TOP 2x6 WALL USE SP8 FOR 2x8 WALL . ) @ 24" O.C. PER PLAN SEE Q/S4 FOR REQ'D JAMB INFO ' PLATE THEN DOWN THE 2) 2x HEADER SEE PLAN SIMPSON LS30 w/ 6 10d x 1 ( ) "FOR 1/2" NAILS AT EACH END TYP. FACE OF HEADER/STUDS DOUBLE 2x4 OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE SIMPSON LSTA30 w/ (22) 1Od SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x CRIPPLES @ 16" O.C. TOP PLATE ATTACHED w/ (2) 16d TOENAILS AT EACH END NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. W/ (2) 12d TOENAILS T/B THEN DOWN THE FACE OF INTERIOR HEADER 2 WS 10d @ (2) 2x SILL PLATE HEADER/ STUDS (2) 2X SPF TOP PLATE MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. 3" 0/ 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN @ END OF HEADER. SEE EXTERIOR HEADERS 2x SILL PLATE W/ 12d TOENAILS. ° N �9T�482x�r0 2x STUDS @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER Q/S4 FOR REQ'D JAMB (1) (2) OPENING LARGER THAN 4 ft (2) 2x �GjjN A TOP SPLICE (1) 2x SILL PLATE W/ (2) 12dTOENAILS. INFO. (2) 1Od TOENAILS AT EACH EXTERIOR HEADERS SILL PLATE w/ SIMPSON LS30 w/ (6) , END OF SILL (MAX. OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET). IF OPENING W/ SIMPSON 2x CRIPPLE AT EACH END OF OPENING NAILED TO STUD 10d x 1 1/2" EACH SIDE ALT. HEADER ANCHOR LARGER THAN 4 ft (2) 2x SILL PLATE IS GREATER THAN 4 FEET g LS30 w/ (6) 10d x 1 1/2" EACH SIDE PACK W/ IOd NAILS (2) 10d TOENAILS AT EACH END OF BUT NOT EXCEEDING 6 FEET, SILL (MAX. OPENING WIDTH 4 FEET). A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, PROVIDE 2x4 ON ° SCALE: N.T.S. 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR FEET BUT NOT EXCEEDING 6 FEET, TOP OF 2x8 TO EACH END REQ'D JAMB INFO A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS BLOCK OUT TOP 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS 1SOd NAILS & (4)IMPSON (2) S/4"x2 11/4'/ TAM36 iAf (7) TO BE INSTALLED AT EACH END. PLATE ATTACH Xle END OF OPENING CENTERED TAPCONS ,;; W/ (2) 10d NAILS NAILED TO STUD PACK FLOOR DECK FLOOR DECK @ 3" O.C. 2x4 BEYOND DOUBLE W/ 10d NAILS @ 8"o.C. AGAINST 2x8 01 2x8 TOP FLOOR TRUSS/ I -JOIST SEE PLAN PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN STUDS PLATE SEE PLAN FOR BEAM SIZE & CONNECTIONS BELOW JAMBS TIE BEAM 2X CONT. RIBBON 2x8 STUDS PER PLAN 2x4 W/ 2 ROWS NOTE: OF 10d NAILS PLATE LENGTHS MUST BE @ 3" O.C. HEADER CONN. @ 2nd FLOOR HEADER CONN. @ 2nd AT LEAST 4'-0" LONG. TYPICAL W/ HIGH BM r9 FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL �o SCALE: N.T.S. SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. 0 ON NS '' N �b O Q: ; �C) Q'? O F E S $1 Off" °'�/�11111111111���\\ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W vECo pp Co ik Q O 8 tNp fC) N C"N 'n m LL ti ►�•J�A U- J wn. a 13 0 uLu LU > a:d Y 13 o P m c Fa 0 r-- CD W o 2 EO1O' 'f' C"<Mz N z ° < ❑❑❑❑ W 0 pP Z N g z o a v d. N W N 1 (zI� v lL LLj U � w N in-- �N o ~ 0 UIg o al d M W M LJL o zo s >4 C C go z ® Q O E: V Iccr0 Uj aa� X U oa 0 0 Z O N E a °�� WZ fu C no �O iLL zN coJ u�m fW $ Z W U�LL= aLL o co >_ J mN > LC) CD IM L � c r .> f0 N Y N CL C m to IY r*-- LI! �/••� o •� Z O _ LO N= r p MM r hi m T W w M r 0 N N o z r_ N E 8 a U _ ¢ p 1 3 JOB NO : 20-0559 SCALE : AS NOTED SHEET NO. D2 rn TJ" m n N z N 0 LO 0 1 N m LO N N N 0 CD I N Cn 3 Q N N FL E THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. WEATHER r RESISITIVE J1/ BARRIER TAPE FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN -11 OVER RIM JOIST AND UP WALL BY 6 IN. (P88EMeLED WINDDW ) i WEATHER RESISITIVE z BARRIER SEAL TOPS OF JOIE UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING 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 NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING DECK JOIST SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 AND FBCR 703.7.3 Detail Instructions Refer to the number marked as 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 8" CMU 4" OR 8" CMU (PER SEAT DEPTH FILL WITH GROUT Eon WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD © r `0 L WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHII EXTERIOR CEMT. FIN. BUILDING PAPER 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 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 O water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual 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. SELF -ADHERED FLASHING Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 1 that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity FLASHING SELF -ADHERED FLASHING 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 SCORED 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the RELEASE PAPER type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface (BEFORE FOLDING, SCORE of the exterior wall finish. Approved corrosion resistant flashings shall be installed at the following locations: RELEASEADHESIVE AS SHOWN) 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish SELF -ADHERED FLASHING I ri� �D' I W 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- SLOPED MUD BED VINYL SHOWER PAN SELF -ADHERED FLASHING 1 2 SEAL TOPS OF JOISTS UNDER DECKING 8 (SEE DETAIL WP07) SELF-ADHER 2 T-4" PER PLAN SHOWER SEAT 0 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER z a III W CL rn w U W 0 x rn SELF -ADHERED FLASHING PATCH HERED FLASHING PLASTER STOP - CONTINUOUS BACKER - ROD & SEALANT A 0 E SELF -ADHERED FLASHING INSIDE CORNER �Ground(�- FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/7 INCH FLANGE 11 I THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent 2 drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 5 1.2. In accordance with the flashing design or method of a registered design professional. 4 1.3. In accordance with other approved methods. 6 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco 7 copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. Water Resistant Barrier Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) -o 0 DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS C5 Cement Plaster in accordance With ASTMC926 over wood 2nd floor STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: II The building paper and metal lath must be ,) Cement installed over the top of the weep screed. Plaster - - over block A TACKER ROD 1st floor FINISH 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 r` N 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W a E `8 V Lo 0 §�g C,NN C ro It't C, a -1 1.., � U. N M S y? �j W rn• 52 0 Lu N C li a O Z13 vcna'�° m°c ca)9 2ECPmoW Y,J2o LL Z N R M Z U 0 z W 2� z N z g Q C 0-CD N (DV1 z .V C) o OW H to �N W � U 0 c N a o • �Q s CD Cl)co w Z 0. zo wo= 1 > aEE 9U�U° 0 o- N E O as K8 g oV f ffi_ ir� co o mo Z� oZ Z� _ C W N J J N.9 x m §� d <w ON w� a U mw W i3 oT� o� � ZIG U �s °N = ` > U) J o) e L 16 ' T M N i� O CC m R LO f1 LO = Z 0 N LO N r o T oo T ui M N M ` v; N o Z Z E O E r M 0.. v -1 ¢ o JOB NO: 20-0559 SCALE : AS NOTED SHEET NO. W P X9RbW92WZF Mounting Brackets (10 Gavge` " 4- 2' � 1�'2 x 1!r�'%� 14 (IT d c33 See Ancl-ior Schedule halts IQ'Na. A325 Gabs iTYp,) o 0 Washerti J Self -Locking NUt5 Tt Back Cross Support (May he rut to 'All Right Bracket (16 Wuge) #14 Self -Drilling 5Crcvt i kfC Veit Bclturrt Edge 'HurricaneStrap (Typical: 3 in front) Frts>nt Crass Support (. y b.CUL to,V) Left Bracket (16 Gal ug-el ` # 14 Self -Drilling Screw Tttru Brdlcklt�ts & Back Cross Support Intri A/C Uwt Bottom Side {Typical 3 each side for hLrricane use) SEacttie Lniiti}ar In tnwvui= am pirt3vaW wttit cal N■emcartur Air Br2cr_ Eruonmrrd Raittert YkA Drawing avldlAk upon irequ t tiian. fee aril Apoy) 117_0"651-U Code Type Version Manufacturer ReNsion 2017 Gulf Coast Supply & Manufacturing, LLC. Category: Roofing Subcategory: Metal Roofing Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida F L#11651-R3 Products Professional Engineer Sao it Product Model. Number or Name 1 0.032&quot Aluminum 5V Crimp 2 0.032&quot Numinum Gulf Lok 3 1&quot 24ga. Gulf Snap 4 1&quot 24ga.VersaLoc 5 1&qud; VersaLoc 032&qud; Aluminum 6 1.5&qud: 24ga. Gulf Snap 7 1.5&qud; 24ga. VersaLoc 8 2&quot 24ga. Megal-oc 9 24 Ga. Gulf Lok 10 24 Ga. Gulf Seam 11 24 Ga. Gulf Seam 12 26 Ga. 5V Crimp 13 26 Ga. 5V Crimp 14 26 Ga. 5V Crimp 15 26 Ga. Gulf Lok 16 26 Ga. Gulf Lok 17 26 Ga. GulfPBR Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Entity or Contact Enalneer & License Validated By Erg David Daniel S. Kuhn Locke Bowden P E. (352) 498-0778 PE-75519 1334) 300-1800 info@gulfcoastsupply.com Page 1 of 2 328/2018 Date Date Date Pending Data Validated Submitted FBC Approval Approvedg 10/12/2017 10/10/2017 10/172017 12/122017 Approved Quality Assurance Approved for Use Approved for Use Impact Desian Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Min 0.032&qud: 5 V Crimp Aluminum Roof Panel 04/122024 'Jo Yes N/A +N/A/ over 15/32&quot Plywood -108.5PSF Min 0.032&qud; Aluminum Gulf Lok 16&quok Wide 04/122024 No Yes N/A +N/A/ Roof Panel over 15/32&qud; Plywood -116.OPSF 1&quok Gulf Snap 24 Ga, 17&qud: wide Roof Panel 04/122024 "es Yes N/A +N/A/--131.0PS over 15/32&quot Plywood 1&quot,, Versa Lod 249a 16.5&qud: Wide Roof Panel 04/122024 Yes Yes N/A +N/A/ war 15/32&quot Plywood -138.5PSF 1&quot VersaLoc min.032&quok Aluminum over 04/122024 ''es Yes N/A +N/A/ 15132&quot Plywood -101.OPSF 1.5&quok Gulf Snap 24ga. 16&quok Wide Rod 04/122024 Yes Yes N/A +N/A/ Panel over 15/32&qud; Plywood -116.OPSF 1.5&quot Versal-oc min 249a. 16&qud: wide Roof 04/122024 Yes Yes N/A +N/A/ Panel war 15/32&qud; Plywood -123.5PSF Min 24 Ga.2&qud. Megal-oc 189qud, wide Roof 04/122024 No Yes N/A +N/A/ Panel over 15/32&qud: Plywood -108,5PSF Min 24 Ga. Gulf Lok /6&quot: Wide war 15/32&quok 04/122024 No Yes N/A +N/A/-96.7PSF Plywood Min 24 Ga. Gulf Seam 16&qud; Wide Roof Panel 04/122024 No Yes N/A +N/A/-93.5PSF over 1x4 Wood Pudins over 15/32&qud; Plywood Min 24 Ga, Gulf Seam, 1 3/4&qud: Snap Lock. 04/122024 No Yes N/A +N/A! 18&qud: Wide Roof Panel over 15132&qud; Plywood -108.5PSF Min 26 Ga. 5V Crimp Rod Panel over 15/32&qud; 04/122024 Yes Yes N/A +N/A/ Plywood -156.5PSF Min 26 Ga. 5V Crimp over 15/32&qud; Plywood 04/122024 No Yes N/A +N/A/-131.PSF Min 26 Ga. 5V Crimp Roof Panel over 1x4 Wood 04/122024 No Yes N/A +N/A/ Purlins aver 15/32&quot Plywood -156.5PSF Min 26 Ga. Gulf Lok 16&qud; Wide Roof Panel over 04/122024 Yes Yes N/A -NIA/ 15/32&quot: Plywood -161.OPSF Min 26 Ga. Gulf Lok 16&quok Wide Rod Panel over 04/122024 No Yes N/A +N/A/-63.5PSF 15/32&quok Plywood Min 26 Ga. Gulf PBR Rod Panel over /5/32&qud; 04/122024 No Yes N/A +N/A/ Plywood -154.7PSF Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail sea# Product Model, Number or Name Product Description 18 26 Ga GuifPBR Min 26 Ga. GuIfPBR Roof Panel over 1x4 Wood Purlins war 15/32&quot: Plywood 19 26 Ga. GUIfPBR Min 26 Ga. GulfPBR over 15/32&qud; Plywood 20 26 Ga, GuIfPBR Min 26 Ga. GulfPBR war 1x4 Wood Pudins over 15132&quot. Plywood 21 26 Ga. GulfRib Min 26 Ga. GUIfRIb over 1x4 Wood Purlins over 15/32&qud; Plywood 22 26 Ga. GulfRib Min 26 Ga. GulfRib over 15/32&qud, Plywood 23 26 Ga. GulfRib Min 26 Ga. GUI1RIb over 15/32&qud. Plywood 24 26 Ga. GulfRib Min 26 Ga, GulfRib over 1 x4 Wood Purlins over 15132&qud: Plywood 25 29 Ga. GulfRib Min 29 Ga. GUIfRib war 1x4 Wood Purlins over 15/32&quot Plywood 26 29 Ga. GulfRib Min 29 Ga. GulfRib over 15/32&qud: Plywood 27 29 Ga. GulfRib Min 29 Ga, GulfRib over 1x4 Wood Purlins over 7/16&qud; C.S.B. 28 29 Ga. GuI1Rlb Min 29 Ga. GulfRib over 7/16&quot, O.S.S. Search Criteria Code Versl on: 2017 F L #: 11651 Application Type: ALL Product Manufacturer: ALL Category: ALL Subcategory: ALL Application Status: ALL Compliance Method: ALL Quality Assurance Entity Contract Expired: ALL Product Model, Number or Name: ALL Product Description: ALL Approved for use In HVHZ: ALL Approved for use outside HVHZ: ALL Impact Resistant: ALL Design Pressure: ALL Data From: ALL Date To, ALL Page 2 of 2 32&2g16 Quality Assurance Approved for Use Approved for Use IRIDapt Deslan Contract Expiration Date In HVHZ Outside HVNZ Resistant Pressure 04/122024 Yes Yes N/A +N/Al -151.7PSF 04/122024 Yes Yes N/A +N/A/ -154.7PSF 04/122024 No Yes N/A +N/A/ -151.7PSF 04/122024 No Yes N/A +N/A/ -164.2PSF 04/122024 No Yes N/A +N/A/ 159.2PSF 04/122024 Yes Yes N/A +N/A/ -159.2PSF 04/122024 Yes Yes N/A +N/A/ -164.2PSF 04/122024 No Yes N/A +N/A/ -123.5PSF 04/122024 `lo Yes N/A +N/A/ -146.OPSF 04/12/2024 No Yes N/A +N/A/ -101.0PSF 04/122024 No Yes N/A +N/A/ -116.OPSF < USP Connectors > < Simnsnn Connectors > USP Stock No. Florida Statewide Product Approval No. Evaluation Report Basis (2018► Exp. Date Simpson Stock No Florida Statewide ProductApproval No Evaluation Report Ba ss (20 8 ) Exp. Date A3 HD210-2 FL17244.1 FL17232.3 ESR-3455 ESR-3445 12/31/2020 12/31/2020 A23 FL10446.2 ESR-2606 12/31/2020 12/31/2020 HU210-2 FL10856.4 ESR-2549 HD212-2 - FL17232.3 ESR-3445 12/31/2020 HU212-2 FL10856.4 ESR-2549 12/31/2020 HD216 FL17232.3 ESR-3445 12/31/2020 HU216 FL10856.5 ESR-2549 12/31/2020 HD216-3 FL17232.3 ESR-3445 12/31/2020 HU216-3 FL10856.1 ESR-2549 12/31/2020 HD26 FL17232.2 ESR-3445 12/31/2020 HU26 FL10856.3 ESR-2549 12/31/2020 HD28-2 FL17232.3 ESR-3445 12/31/2020 HU28-2 FL10856.4 ESR-2549 12/31/2020 HD410 FL17232.4 ESR-3445 12/31/2C20 12/31/2020 HU410 FL10856.9 ESR-2549 12/31/2020 HD412 FL17232.4 ESR-3445 HU412 FL10856.9 ESR-2549 12/31/2020 HD610 FL17232A ESR-3445 12/31/2020 HU610 FL10856.10 ESR-2549 _1 all4R0 HDO410 FL17241.7 ESR-3444 12/31/2020 HUCQ410 FL11468.11 SIM200804 12t3l/2020 HGA10 FL17699.1 Evaluation Report 12/31/2020 HGA10KT FL11470.4 SIM200803 12/31/2020 HGAM10 FL17699.1 Evaluation Report 12/31/2020 HGAM10KT FL11470.4 SIM200803 12/31/2020 HHCP2 FL17236.7 ESR-3448 12/31/2020 HCP2 FL10447.2 ESR-2551 12/31/2020 HTA16 FL17680.4 Evaluation Report 12/31/2020 HETA16 FL11473.5 SIM200802 12/31/2020 HTA20-18 FL17680.4 Evaluation Report 12/31/2020 HETA20 FL11473.5 SIM200802 12/31/2020 HT716 HT745 FL17324.2 FL17324.2 Evaluation Report Evaluation Report _...._.__. - -- ----._.._ 12/31/2020 12/31/2020 HTT16 FL11496.1 ES-0130 12/31/2020 HTT22 FL11496.1 ES-0130 12/31/2020 HTW16 - - HTW20 _.__..-_ _..._...- FL17244.8 - --- - - FL17244.8 .... ESR-3455 _....__.-.. -- ----- -- - - _ ESR-3455 ..._.._.... 12/31/2020 HTS16 FL10456.22 ESR-2613 12/31/2020 ----- 12/31/2020 HTS20 -- FL10456.23 - ESR-2613 -- - -- - 12/31/2020 HTW24 FL17244.8 ESR-3455 12/31/2020 HTS24 FL10456.24 ESR-2613 12/31/2020 HTW30 FL17244.8 ESR-3455 12/31/2020 HTS30 FL10456.26 ESR-2613 12/31/2020 HTWM16 FL6223.2 Evaluation Report 12/31/2020 HTSM16 FL1147111 SIM200802 12/31/2020 HTWM20 FL6223.2 Evaluation Report 12/31/2020 HTSM20 FL11473.11 SIN1200802 12/31/2020 HUGT2 FL6223.3 Evaluation Report 12/31/2020 HGT2 FL10456.18 ESR-2613 12/31/2020 HUGT3 FL6223.3 Evaluation Report 12/31/2020 HGT3 FL10456.19 ESR-2613 12/31/2020 HUS210-2 HUS212-2 HUS26 FL17232.6 FL17232.6 FL!7232.6 ESR-3445 ESR-3445 ESR-3445 12/31/2020 12/31/2020 12/31/2C20 HUS210-2 FL10856-R4 ESR-2549 12/31/2020 HUS212-2 FL10856.11 ESR 2549 12/31/2020 12/31/2020 HUS26 FL10856.11 ESR-2549 HUS28 FL17232.6 ESR-3445 12/31/2020 HUS28 FL10856.11 ESR-2549 12/31/2020 HUS28-2 FL17232.6 ESR-3445 12/31/2020 HUS28-2 FL10856.11 ESR-2549 12/31/2020 JL24 FL17232.7 ESR-3445 12/31/2020 LU24 FL10655.103 ESR-2549 12/31/2020 JL26 FL17232.7 ESR-3445 12/31/2020 LU26 FL10655.104 ESR-2549 12/31/2020 JUS210-2 FL17232.11 ESR-3445 12/31/2020 LUS210-2 FL10655.107 ESR-2549 12/31/2020 JUS24 FL17232.10 ESR-3445 12/31/2020 LUS24 FL10655.109 ESR-2549 12/31/2020 JUS26 JUS26 2 JUS28 FL17232.11 FL17232.11 FL17232.11 ESR-3445 ESR-3445 ESR-3445 12/31/2020 LUS26 FL10655.111 ESR-2549 12/31/2020 12/31/2020 12/31/2020 12/31/2026 LUS26-2 FL10655.112 ESR-2549 12/31/2020 LUS28 FL10655.113 ESR-2549 JUS46 FL17232.11 _ ESR-3445 12/31/2020 LUS46 FL10655.118 ESR-2549 12/31/2020 KLEG3 FL17241.15 ESR-3444 12/31/2020 LEG3 FL10667.71 ESR-2615 12/3l/2020 - KST260 FL17244.15 ESR-3455 12/31/2020 MST60 FL10852.7 ESR-2105 12/31/2020 LSTA12 FL17244.18 ESR-3455 12/31/2020 LSTA12 FL10852.4 ESR-2105 12/31/2020 _ LSTA15 FL17244.18 ESR-3455 12/31/2020 LSTA 15 FL10852.4 ESR-2105 12/31/2020 _ LSTA18 FL17244.18 ESR-3455 12/31/2020 LSTA18 FL10852.4 ESR-2105 12/31/2020 LSTA24 LSTA30 FL17244.18 FL17244.18 ESR-3455 12/31/2020 LSTA24 FL10852.4 ESR-2105 12/31/2020 ESR-3455 12/31/2020 LSTA30 FL10852.4 ESR-2105 12/31/2020 LSTA36 FL17244.18 ESR-3455 12/31/2020 LSTA36 FL10852.5 ESR-2105 12/31/2020 LTS19 FL17219.2 ER-0200 12/31/2020 LTT19 FL11496.3 ER-130 12/31/2020 LTS20B FL17219.2 ER-0200 12/31/2020 LTT20B FL11496.3 ER-130 12/31/2020 L7T131 FL17219.2 ER-0200 12/31/2020 LTT131 FL11496.3 ER-130 12/31/2020 LTW12 FL17244.8 ESR-3455 12/31/2020 LTS12 FL10456.29 ESR-2613 12/31/2020 WGT2 FL17240.2 ESR-3447 12/31/2020 LGT2 FL11470.7 SIM200803 12/31/2020 MP3 FL17244.22 ESR-3455 12/31/2020 LS30 FL10446.15 ESR-2606 12/31/2020 MP34 FL17244.23 ESR-3455 ....-- - -- 12/31/2020 A34 FL13446,3 ESR-2606 12/31/2020 _.. -- -- MP4F - ......... .._.. FL17244.24 -- - ... -- ESR-3455 .... 12/31/2020 LTP4 FL10446.19 -- ---- ESR-2606 12/31/2020 MP5 FL17244.22 ESR - MPH3516 FL17240.3 .....---_- _ _ ... ESR-3447 ....._ .... 12/31/2020 WM1416 FL10667.86 ESR-2615 - - 12/31/2020 MSTA12 FL17244.18 ESR-3455 12/31/2020 MSTA12 FL10852.8 ESR-2105 12/31/2020 MSTA15 FL17244.18 ESR-3455 12/31/2020 MSTA15 FL10852.8 ESR-2105 12/31/2020 MSTA18 FL17244.18 ESR-3455 12/31/2020 MSTA18 FL10852.9 ESR-2105 12/31/2020 MSTA24 FL17244.18 ESR-3455 12/31/2020 MSTA24 FL10852.9 ESR-2105 12/31/2020 MSTA36 FL17244.18 ESR-3455 12/31/2020 MSTA36 FL10852.9 ESR-2105 12/31/2020 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 MTW12 FL17244.8 ESR-3455 12/31/2020 MTS12 FL10456.33 ESR-2613 12/31/2020 ._-......_ -_ ..,. .. ... MTW16 _____ ___..... -_ FL17244.8 -._ ., ... __ ----..._.._ -.. ESR-3455 __-_._... 12/31/2020 MTS16 FL10456.34 ESR-2613 ..-____-__ 12/31/2020 MTW18 FL17244.8 ESR-3455 12/31/2020 MTS18 FL10456.35 ESR-2613 12/31/2020 MTW20 FL17244.8 ESR-3455 12/31/2020 MTS20 FL10456.36 ESR-2613 12/31/2020 MUGT15 FL17240.5 ESR-3447 12/31/2020 MGT FL11470.9 SIM200803 12/31/2020 NFM35X12 FL578.2 Evaluation Report 12/31/2020 MBHA3.56/11.25 FL13904.6 ESR-2616 12/31/2020 NFM35X16U FL578.3 Evaluation 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 12/31/2020 PAU66 PHbDF PHXJ3516 FL17239.13 ESR-3449 ER-0200 ESR-3444 12/31/2020 GLTV3.516 FL10667.8 ESR-2615 1y u2020 FL17219.3 FL17241.20 12/31/2020 12/31/2020 FGTR FL11473.2 SIM200802 12/31/2020 CS 16 FL10852.1 ESR-2105 12/31/2020 RFUS FL6223.5 Evaluation Report 12/31/2020 H1 FL10456.5 ESR-2613 12/31/2020 RS150 FL17244.27 ESR-3455 12/31/2020 H10 FL10456.6 ESR-2613 12/31/2020 RT15 FL17236.3 ESR-3448 12/31/2020 H10-2 FL10456.7 ESR-2613 12131/2020 RT16-2 FL17236.2 ESR-3448 12/31/2020 H10A FL10456.6 ESR-2613 12/31/2020 RT16A FL17236.2 ESR-3448 12/31/2620 H3 FL10456.13 ESR-2613 12/31/2620 RT3A FL17236.3 ESR-3448 12/31/2020 H4 FL10456.14 ESR-2613 12/31/2020 RT4 RTS FL17236.3 FL17236.3 _._....... ESR-3448 ESR-3448 _-_ _-__-_ 12/31/2020 12/31/2020 H5 FL10456.15 ESR-2613 12/31/2020 H2.5 FL10456.11 ESR-2613 12/31/2020 RT7 ... -.._. FL17236.3 ....._....._ __......_.._._ .... ____.____ ESR-3448 _-__ 12/31/2020 H2.5A FL10456.12 ESR-2613 12/31/2020 RT7A FL17236.3 ESR-3448 12/31/2020 H8 FL11470.3 SIM200803 12/31/2020 RTSA FL17236.3 ESR-3448 12/31/2020 SP1 FL10456.41 ESR-2613 12/31/2020 SPT22 FL17244.30 ESR-3455 12/31/2020 SP2 FL10456.42 ESR-2613 12/31/2020 SPT24 FL17244.31 ESR-3455 12/31/2020 SP4 FL10456.43 ESR-2613 12/31/2020 SPT4 FL17244.32 ESR-3455 12/31/2020 SP6 FL10456.44 ESR-2613 12/31/2020 SPT6 FL17244.32 ESR-3455 12/31/2020 SP8 FL10456.45 ESR-2613 12/31/2020 SPT8 SPTH4 SPTH6 SP_rk8 FL17244.32 FL17244.32 FL17244.32 FL17244.32 ESR-3455 ESR-3455 ESR-3455 ESR-3455 12/31/2020 SPH4 FL10456.46 ESR-2613 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12(31/2020 SPH6 FL10456.47 ESR-2613 SPH8 FL10456.48 ESR-2613 U24 FL10655.141 ESR-2549 SUH24 FL17232.13 ESR-3445 12/31/2020 HHUS28-2 FL10655.3 ESR-2549 12/31/2020 THD28 FL17232.16 ESR-3445 12/31/2020 HHUS410 FL10655.4 ESR-2549 12/31/2020 THD28-2 FL17232.16 ESR-3445 12/31/202C HGUS5.25/12 FL11468.11 SIM200804 12/31/2020 THD410 FL17232.16 ESR-3445 12/31/2020 HGUS414 FL11468.10 SIM200804 12/31/2020 THD412 FL17232.16 ESR-3445 12/31/202C HDQ8-SDS3 FL10441.1 ESR-2330 12/31/2020 THD612 THDH414 FL17232.16 FL17232.17 ESR-3445 ESR 3445 12/31/2020 12/31/2020 MSTAM24 FL11473.19 SIM200802 12/31/2020 12/31/2020 MSTAM36 FL11473.19 SIM200802 UGTS3F FL2033.1 Evaluation Report _._ _......................_. 12/31/2020 MSTCM40 FL11473.19 SIM200802 12/31/2020 _--.._._.. UPHD8 __._-. .._.._.__..__....-_ FL17219.5 _..._.. ._-..___- ER-0200 12/31/2020 HHETA20 FL11473.9 SIM200802 _ 12/31/2020 - - LGT3-SDS2.5 FL11470.7 SIM200803 12/31/2020 - LGUM26-2 FL11473.12 SIM200802 12/31/2020 PRODUCT APPROVAL SPECIFICATION SHEET (2018) As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf 12/31/2021 ThermaTru Fiter-Classic and Smooth -Star (NON -IMPACT) FL20461.6 +67.0/-67.0 psf 12/31/2021 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.9 +67.0/-67.0 psf 12/31/2021 ThermaTru Firber-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 ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 psf 12/31/2021 ThermaTru FiberClassic. Smoothstar, Classic Craft, Rustic FL7640.1 +67.0/-67.0 psf 12/31/2021 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/40.0 psf 12/31/2020 PGT Series 5570 FL251.10 4/14/2021 C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (8X7) F1_15279.37 +30.0/-32.0 psf 5/21/2028 Clopay Building Products Residential WindCode Doors W5 (16X7) FL15279.53 +30.0/-30.0 psf 5/21/2028 Clopay Building Products Residential WindCode Doors W6 (8X7) FL15279.85 +38.0/-42.0 psf 5/21/2028 Clopay Building Products Residential WindCode Doors W6 (16X7) FL15279.102 +37.0/41.0 psf 5/21/2028 D. METAL LOUVERED DRS Curries Division of AADG. Inc 607,707,727.747.and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.0/-55.0 psf 10/8/2023 PGT Series 5500 FL239.7 7/30/2020 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.0/-50.0 psf 2/16/2024 C. FIXED MI Windows and Doors Senes 185 FL15349.1 +40.0/-40.0 psf 4/3/2023 PGT Series 5520 FL243.9 4/30/2020 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. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 A. SIDING N/A 12/31/2020 B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psf 12/31/2020 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab. Dimensional FL10124.1 N/A 12/16/2022 B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328.6 N/A 10/18/2021 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 N/A 12/31/2020 Lcmanco, 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 Gulf Coast Supply & Manufacturing, LL 0.032" Aluminum GulfLok 16" wide roof panel FL11651.2 R3 N/A 4/12/2024 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 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/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A 12/31/2020 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 1/1/2023 C. ENGINEERED LUMBER Weyerhaeuser Rim Board. LVL. PSL. LSL FL6527.1 - FL6527.5 N/A 3/31/2021 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A 5/21/2022 Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A 5/25/2024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following T information must be available to the inspector on the jobsite; 1) copy of the product approval. 2} I i APPLICANT SIGNATURE _11-0 0 ..0 C (D V N 0- O O CQ U C/) - C 0 =3 -0 (10 U O ca ) O 0 Q � (a o O &Z L.L 't- 1 Q L CU Z Z W J DATE Cn 0 4­e Z cn M O o L U O L W U m Q O uJ c Q �n l W z Z Q J SHEET NO. PA 1.0 hdina'1-Al"... a ,Lelli . I1-1. KwU11,1611L, - I - - - - - "s - Florida Department of Business & Professional Regulation Page I d a Building Codes and Standards 12/132018 Product Approval Application Detail 2&k engie or got !Was 2g ba" gait LMI ygdgg MANdadijoll zoom Eealrrer&Llaem Vdtdaledly yggpgyl bYkMftd FIG Ae wAl. AROMUa ribm RWINN 2017 Thames -Taro OorpoNbn Fth*Yltgl9 Lyndon F. Sdsnldl. P.E. Ryan J.KMg.PE. 1011wo17 07H2F2017 10/1e0017 1211212017 Approved W COory: Edwlr Door (4'19)2WI740 PE43409 (813)767-6555 adrCatpon: Sarngi g Exterior Door AstomdM rkkw 3wdtlparmdmts. Comptance Method: e4dUNM Repel train a can Florida Registered Arch le t of a licensed Florida Proteatbnd E7gaow t Prd�YdeL Numbs shame giplggg Cod-tDipstd floe Aoonvd for We Ammwdrs Uw )nHvI4z kn-t Deal- ZRALIM P-re 1 a. ThwmeTn F law-CIeYt and emodMBlar N.*ld SM39;6 "Nm4mpod&quota Opaque No Yes No WA Composite Edge FlearyWs Stele OW M No NA a r COmpode Edge Fbwgkss Single Door QnraM9A3uhNag; x callewdon) 9 I. TMrma•Tru Idwk and SmoolRmer NmtrMl 6MSM aqudNon•Inlpad&yd: dated 12031AIM No Yes, No NFA Campoaas Edge FborgWs SagY Door QnsfdngMul": X caiifig-Orin) 14 n. Thenne-Tnt Fbw-Conk and Smopn6W Nmtlntl 81,039A &gMMNwHfaW&gM; OW90 12/3VtOW No Yee No WA Florida Department of Business & Professional Regulation Page 2 d2 Building Codes and Standards Imo= Product Approval Application Detail Approvedfr Uri Aparoved for Use IM20 tart tutProduct Model. Numbar or Naho Prowls omsrbmw Sordrad 9almg., 09, Iatl18K OullsideHVNZ assistant Presets, 1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SOD OXO IV312M No Yes No WA 145-34&qud;x80&quat; NON -REINFORCED 2 SERIES 420 ALUMINUM SOD SERIES 420ALUMINUM SOD O)(. XO. )(X 12/312M No Yea No WA W&qud;xW&qud; NON -REINFORCED 3 SERIES 420ALUMINUM SGO REINFORCED SERIES 420 ALUMINUM 800 REINFORCED OXO 12f3ir2M No YM No WA 145.3/4&qutt;x988qud; 4 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM WD REINFORCED OX 12/31=0 No Yes No WA XO. XX 98&Q";x9S&qud; 5 SERIES 420 ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM SOD REINFORCED XXX 12r312020 No Yes No WA 11.0112e740' Sam MONO lNmlm IMEANIMK PA was 2017 CURRES Obbbn dA4kw. arm Oageolow Boadorpoorg BubOe ry:BMftDOWOMVWWft Ceaper mdMd: GaModm Mark w Listing agnmElmnlim Wtser t M7, 707. 727, 747. was say Single and ftim d r Florida Deprintent of Business & Professional Regulation Building Codes and Standards Product Approval Appft atlon Detall mlfnLm gamut go oKkL = mdm m.er Drib Dave UL LLC Ted carman, FE (641) 49{3644 (3M) SM4707 abveA-1000-oft.m m Florida Department of Business & Professional Regulation Page3d8 Building Cafes and Standards 12n22o18 Product Approval Application Detail gaol Eomty.9[ !>4 Rma MALELOOIN 2" Dft YDauO a mmmamm 921= Enala.w ■ uar.e Validated By ya(ggM gygmfyae MAINZ" Aga[9Ltd mom Rsvldon 2017 TherMa-Tru caporal on Potic Millard Lyndon F. SeM Ian P.E. Ryan J. long, P.E. 12n&2017 12/13*017 1202VJ017 07/131=8 Approved Ctagory: EAWW Doom (419)290-1740 P1543409 (813)787.8606 soecwegory: sYkgkg ExlWir Door Aadnhblas doLvr®MOY9ronMMWBa. Compton Method: eaktdm Report 8dm a Cerra Florida Regidend Ardesd r a Ucsnsd Florida Prd�lonW Engarr FLIMOA014MI11,41sats Oudty AaWaarxe Aooroved for Use Amrovedfm Ues Dogs A21.t Prod,ar Yodd.Numbrshame PradmtgesoW(t iig Js Ian OtdaMe NVNL audits: EMUMM 1 a. ThsrmeTro FbepCNnk and 9maolMSlr No hind $905,18 &quo1N4Mmpad&wd; Opagw 120312021 No Ya No N91 Co npods Edge FMrgWs Si glo Door 0rhaxYgprtaWrg:X caegaabn) 6 r. ThermrTw Far-CWak rd Smooth -Star No" 040139A 6qualNw4nipod&pMt Opaque 12131=1 No Yes No WA Composts Edge FglsrpYn Single Door QriwWga7Wvag; x 6arapregon) 9 I. Therma•Tro felbstCtegaill, and Senootlrmr, Nominal ;8aquotNoMrnpeaStp ol; Gland 120312021 No Yes No WA Consiosks Eggs Flowpbfs Sao Door n xCoN pp uweo had Too No PMA Composts Eder Fl�rrepe Salaam Dow . plimamists Sate ml holm arm asm Fall I" =T claim idol* Padwb Cdnpmy C--,: IF- - Dora &*CSWWr. %dW W F OMAe W"n CaaMbau lkgwk Cer-1 Mrkdr Ltseg OYt 37 W WY540PAN-21t161: 04011. 04, M 75, IOW, 1110, 70, 701. 41ROT, 4RBF, MIST, ORBF, MST, tl, 42. 55, 4m. 4211, 5a. OD68, GD WV, GRW GIROW ARM ARMY, tT76a. NOW Florida Depar6Trrt of Bushose & Protanbrrl Regulation Building Codes and Standards Product Approval Applkelbn DOW mmlLK gmfart bomet&Lllml YebOMLOh Mpk vvmorkd kftmkT*oft Bwvlma Nil, Orynomw 013) 7783MY and, (513) 61940M IlFaeatslIa"OtOpaIcons Florida Dep nuns rut of Bovines & Plohsidorrl Regulation Building Codes and Standards Product Approval Appfcatkn Detail Fepa 1 d l 161201g Florio Department of Buenas & Pmk@Wonid Regulation Building Codes and Standards Product Approval Applkatlt3n Oetati illogical taaols atlmmdia QM )IsmrL6t go go DdLboda Wm WOODS aw mdlLK no )ire gre.Bomm go An !Noss mtomum em Gomm lOdUKAIMM YANNOM Yddom beamo m fKAMUM Nmmm mlba lama Minim 1bMWM Sohn mmrrm&Lbm gamma ma Nod" likoo MICAmmer Nmmm )love Rsvmm 2017 Tkwm►TruiCWporalkn Raft Wright NtYpW Aaaadhatina Ryaa pro, P.E. 1212JOWT 0921fm17 122MT Approved molmm WT Theraoyru Caprsgvn Rkk W" NON" Aapededm& Rym J. long. PE. 121211112017 001211=7 12122W7 Approved CeYgpy: Bent (1, aaanta0arnart YavWni (613) Dvvv9aP Egrbr Dope (410)2WIT40 algnapwant Mara O)13) M-OW wI sing ettcdegry:ggagggBekebrDorArwabass as -1740 � GobOabgW. gv�'a a Bisector DowAadMWs ddoGaeMedodtemla Comply 16@dwMpn511og11m MwkwLkft oam Cewpgarpmdotk r, ledlm Mwkor Lldnp am Out GastJW� g9edmmm AIRUMN III alaslbLWR maafrt Gala tart daMtlifu g®mrCmtaftaoe � gWmLtm )L1Lm" t3alrs 1 a. 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Nanbr r Neta Product Description Contract .lNalrellm.Date In HVHZ f ulidds HVHZ Realstaint FaLeK! britEMOELNOWjkmoKzjkm Ememignmon SQDWAUMdmgmkg* Yaltta Recta n= mmt m Gomm !fiat EMMMU M MM rdontAmmem m 1111bQa am mium BEI" z M 1 la5 PW 73 x 72 Insulated Glass 041=023 No Yes No +80/40 g P11,0 20 (Laren kU b IRpaa9 V" Food It heft 0e3WA20 Ya YM Ym MIA 7 oll-aw poo agMY Mlpaea V" Bangle Mng MdDw 07130M20 Ya Ya YM WA Florida Deparbnwt of Business & Proboaiorel Reputation rose 1 d 1 Building Codes end Standards 1a&ots Product Approval Appfu:adm Detail 6AMUM got mdLm Wig Wtl ROLMI a am An limit mouba mt gang CorrmlLName kdid dml Yefdou LMoftay anAnmu Ag®red mum Reunion 2017 Th mm►Tn COMWo M Rant YMIpM Lotion F. Schri* , P.E. Ryan J. Fog, PE tallowy 10MA12047 10424017 lV122M7 Approved Corssteyc Bewbr Dope (4/g)20.1740 PF43409 (613)76745M & 6*dsg=r Umbghg Meador DowAnumblu ridaamlsteldpdorotamla coopgmasmseMt[veMagan WrMrtilom a inn Fbrloa Rva- - Amhbd r o Lbaaed Flortle PnotsabtW EngkYu aBlmatLmd mb WmrrAreame AmmoOlm.Wa NmmmdiLmm tom mot britB2&MLVMIMdkM&KNAM amlrml obduaot lelbga gdd&M= Seared Yrmm 1 a. 84UOWbWCb$Mk&qWCt &W-t nNOtlalr&gerot, Ouse"6 &gnatMped I Uot Glow pl atglgee 12031=1 NO YM Ya MIA 6geMkdasoir&*NtckmicCrd 81rgbDoor-00, 'SwouwakgCaropffaorr RUMW4 Yt Florida Dg MbMt of Business & WOFessiaW Reputation Pegg 1 d l Building Codes and Standards hovels Product Approval Appfeation DOM amsiolm Rots SODOM NO go 20209M go BM Yaut lidehOmm Smog Zwkm ALImmr Yoga rot Yew" bM W aMAIMMl Annod inch Re his 2017 . )leads BtadIng PMANK Mo Pkgelles Zhu Rmdtl Loom John saeMd. P.E. o626rm17 MA92017 01112012017 10M02017 Approved n - - ,: PmM abU (90346=1 PE44121 w4 s67da'18 snrcdeswr, sMkg �tw ceapgnva Mgerot Evsbagm Rtoongm a dwan FbriOa R -- AmtAW r a Lkw mW FNrds Fro(saw TdgYaw aanrbeeeuMm9 afmfltAemmamt Amamstlgam NBDmdmmar NEW tart but BMmmWrmme 291OLtsm douNl lmlma grmions DWI" Bmmt 2 FMntbPbnk 1p BBdp Ala ww d MP sk&V /291rmm Ya Yes, MA NA I9 am ins Nmft lbreldMM Pentagon 2017 Jima Hassle sadift products, am Iosenr- Pact dab subcmb wy: skeg cowpeariesmAMt Evdatm Repdagdm a Fbdde Ra-a -' AmMW or a UowmW MwW Probdbnd Egkww nmun&NLBEimr ME B26mLmmkLmuAv5LOM 2 HrdltPMaet lap SWO Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail OusMn A-anco Aowawd fa Use; Approved for use aet6 ggdan Florida Department of Busnsa & Professional Regulation BUNd(ng Codes and Standards Product Approval Appgcatign DOW Pap I d2 Florida Deparbnsnt d Business & PmboWwW Regulation Paggl erl irlwm Btdkft Codes and Standards laare Product Approval Appft adon Detall 1SOr13lt gut guf!$ go no Wmbm`a Wm mml 910" ■mubdm GM" ambw almm )N M*Ak )Add"t womm alLa mmu Aetit arm ftvmm 2017 POT a kddkio 00a Rat larmasidsgCCo-CER K agwDada DOW. 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Rya A Ions, P.E 100Nm17 10N9r1017 10ntrm T 1N1212017 Approved Catseory: PW W VYtU (330) 922a3M PE-43400 (313) 76740H sttcalas": Seat rANmpgontdbabMa.mn cogamm Meaot Bowden Row gain a Flo Regl AWeW or a LbwwW Floc Ptorgga,w art agfllaAt Nmmnuffi t AREEMdALUE haw amdt met Bngl&20000 grlmtinimmoLm 1ftNVNZ tballkM eldbm Pout 1 t. &quotTr&quot San Vent or Sdd V" Soft 12/31/2020 No Ya No MIA Florida Department of Brains & Protesebrsl Regulation Pose 1 d 1 BuYdkeg Codes land Standards laadts Product Approval Appiteallon DOWN a� Sail fookff girl Wl grLBID" got lam glom amide[ Kalinin moiiliml YaflrlsLml 1NIdgYd bmlb )lGAmmo &@mod rigs 111841saw WT POT Mduselst pan Ruedt MMMM)S sBCCO-Cart aa1 W4)00a BCCO-VAL 12/2012017 11126017 120sw? Approved 0v- , , Edgalor owe (941) 4M410o OYaI 315-UN 8OOdM W. 88ip01 1 DOWAgmnttM droed bnwWnMs.mn 1bap- ache! OKONSen Mark w LYag gmdkAm ANMENOWJM AmmmOmmME bmlr RWt W! lramaaeomla iammmmmNllYlar! 1el0Ra 2MMK Oba !u� Gran to eOD6gTo 0AW nub aosnr Vbym sgang Glad oatr 0411402021 Ya Y« Yes NIA Florida Deparirnerit of Business & P. red Regulation Building Codes ar1d Standards Product Approval Applkaton DAd Papgldl 1I&0/s amp Sol moo LK Writ gm 21LBUdK Writ lame Minim IrmdYmL gold ansoLAMd and ak m( *Ad" AM IAGAMM d MOON inch Revision 2017 clOm Btedkg ProANb Company Mont Ill I' MUM* Ted" sgnMk NA, Gary lobaltw 11ramT ob1012017 12a6M T Approved CoNgloW, EhIMMbr DOM (513) rIO4= Inc. (613) 5194mM MMbCoMear Bang' BeMnbrprAOMWN �y.dam Chap- Mdat ptmwgos Mark w Lb" naummmnmba gmdkA tl h mdj(clse Aaomeoi jm mum grit fmt BmMmWrMmm al maml la= gro1L100a eulmm EJ 102 102 YIb16 PAIi-VIS& M 75. 6M, 94.42, 45,4M 4m, asset Pan prR 25 ge.) Drib -Ow fl r M 187 g62 om NO Ya No .37 POF0641 4RBT, OW. Go$$. 1911186. ARM. ED65 Wy VA DOODEb174: Nor f3 - Door Pap Florida Department of Business & Professional Regulation Pap 1 d2 Building Codes and Standards lrm2am Product Approval Application D4daN tlIIt Product Mold. NevMw a Naive Product Deurlotlon Amrmmt iaCu4 Amraledfw Una ImRu 9 In HVHZ glgdde HVHZ R Wstwd Pamou B)t1i>fMt auk ml Yamsm mmmmk m Ravbbn 2017 . ItsdM &Aft paiduob. YN. Coaster: P" Moso swo.rgan goo CaapmoMal-i - ' Eakagarn Rgpeagdma FW4m Rtgbtsi 'Pnhbt or a Lloansed PlorkM P ass"im Engrar aAlLtwgmLbldmk mint 1 -- _ Ce ON&LOP Stilt Florida Department of Business & Rrofessiorol Reputation Building Codes and Standards Product Approval Application Detail inshm so mm lmlNKAU or Nddlm& pi 10 Zhu as I L OPM John S&Ab@W. P.E. into 3WW PE-24121 (11M 387-2026 pkgdYrg>7tuftlemaWtw diwown Pagsldl 1ea01e go no ➢dLbm Ae no gd*" Alkl StgNmmul ANNE" mot 081250=7 0009M17 01r15M17 10'102017 Approved avdIM.Aa AMMMmmLgm ammo dkLum rot art BMOLLLREBO a Mlbta gumikabi MEN= Brous Me an 0 by BMag 1203111010 Yes Ya WA WA Fbride Deparirrsrd of Business & Prohssion it Regulation pap 1 d 1 Building Codes end Standards 1a rots Product Approval Applkaton Dotal B,tlomm lama Yisg MENkm o[ Gomm zoobvL&Lkm lllm mm m( Edd" mammal alLAMMMI AmMd MOM R ilela 2017 Abds Nick TMrpan Lyadm F. So nedL P.E. Rywn J. 0% P.E. 1010412111117 109=17 101,1112017 12n2/J017 Approved cloo orV: pasWWYk (33o)9t2.z,M P'E43400 (61s) 71117461116 OuYCktsgrr. som edtowova oWBW* am CaepSarMv MOON k EvtkrYon Fission ban a Fbdb RsebleasdAweawJ or a Licensed Fbrbs phglgobnW Eoglnstw allmmumOmb gMdkA tml hoogil im 6MMOI&AN lmrt Woo mrf B .Wle INNYM gmYlol.IOfli ermlm Bmarm 2 b.&quOtAaYNa T444not sot VantrBOatVMyl8ola 12/7121120 No Ya M WA -6�-a VJ U O QCU O .� U Cl) � (a (n ja O 0 O O Q� O U- An Cn N L- Q� L Q •V 0 O .0 �N v/ Q Cn m � 0 m as CU ■ Cn 0 ICU L Q CIO CL d< cn U -0 L V°^^-11 Cl) V) VCU Ll.l a Z Z a J a SHEET NO. PA 1.1 Florida Department of Business & Professional Regulation Pop 3 r3 Building Codes and Standards lo(I' a Product Approval Application Detail sae, ZMbL.gL at car 29LM m a" mil Version ILmMmfa Comas alb FOC AMOM Ace vpd eta Revision 2017 GAF MlohW risen Robert Memkan Jahn W. Ma rlich, PE 12M 1212 019 12/1019 12/Ia2019 dbg FSC Appm Category: Roofing (800) 788-3411 PE-59165 (954) 7726224 euloCatsom: Asphalt shingles mdiehagef.com Coripfienos Modwt EvxuMlm Report gam a Florida Registered Architect or a Licensed Florida Raknional Engineer S?i�ltYili ! WA IRA , r Aar AmraadfaUes IMRIA paigo"QM 1 GAF Asphalt RoofShbgles -tab Fiberglass reinforced 3, luMnsted. 5-tob and 12/18/2022 kJNo yet N/A Oali .W hiphidgs asphalt shinnn Florida DepaMrrt of Bushes & Pmftd Ml ReguWOm Paw 1 ar l & M M Coda and Standards lmmis Product App - I Apptieatloli Ddg plailatem am am go Dozo" 20 But ME" mombomt goon LIRktALLMMM rillmm lbek" mom" alaAmm" A®aL Mtn Ibvxbn 2017 LV. Thanpaar, tin. IMa Thow pw Aedaeesrral Tay Caaktun Ziatwry R. Plod Lod, aaer- 101,10020117 100100017 10/172017 12/11/2017 Approved Maw Cwo" OAMCM (913)24a-a496 P674021 (334) SWIMO Caese«p RneAM ariMal error. Radio AOonsoft hart w an . 9rd Pat lib Resap Sidesm C"Wmmwo MdOadr Ballroom mew fun a fbno IeapYI I Ard*Ad ar a Clones Fiala PMawebnd Etd9adaer eavoibutmi for S NORAaMore AmmmibLum AMmM1frLM bow aaim Roof BIWRdprdots DOAuismlkd oao UAW 2diMLW n Bohm zoo 3 TAMOOOM-PouPRodV4MWMd Banes 20,p.lhftld Is - wMr wataesdbeft osewi 0 Yes Yes NN NIA Florida Department of Business & Professional Regulation P.w 1 ell Building Codas and Standards IMM20 Product Approval Application Detail t�k E18La pin ➢ter 2dLBI OM llo bee Version IL Lia Vesdr.d by YtlMkl arakid MC AmmMl aMe[a2fd adult Rewabn 2017 Baal RooanO And— Rota IAPMO Uniform Evaluebon Gay W. Weser 10Mb2017 10,V612017 10212017 Approved Cdsei ry: Roofing (801) 380.8091 S.,A— LLC. (205) 85"160 subcategory: Roofing Toes RWInAndersalQboral.co Compliance Mathod: Evntslbn Report tom a in Product Evaluation Ensy O fieMhL6WBMM ADwav dfaYM Adieringod far Slu kiWS gWm Allis In O Mtde HV li ILtlmgt Cash 10 ny OWl7j3lr2qwo ere 17 Selrony 900 - Country Bess, Hartford Slat., Shake, Side, Flat Rolle - Stocktan, CA 12r3l=0 No Yea WA WA 8pf cad Finnish Thatch 1s sesay 900- Coudry Side. Shake B.mp; Slate Rat Profs - Handersn.W 12031=0 No Yes NM WA 19 sMMy 900 - CountrySWe, 8hska, lode sang; SPM Flat Profile - LW. Wde., FL 17012020 No Yea N/A WA Shake 20 SeKary 800 - Shake &wrp; Slate Flat Prate - Ldaap, CA 12/312020 No Yn N/A WA 77 um no 12MIrmo No Yes N/A N7A 26 VMS 900 Medurn Prole - Laos Weis, FL 121J12020 No Yes N/A WA !>An� go& BM )hake Mortar Ravwn 2017 1lw eufiOada CMlPaesrles Group lna. a7aesary: seede" Ompaeerdw gocal wy: Tines Pw w campowm as6wd: MkrMIOn Rowdawn a PMerd EaluatlOra inly dellEALBui w rove amooLoBOLMMOKALMM 2 ffw BCQW$kw Napa Pro FIM DepWrant of Business & Pmfassionel Regulation Pape I of I Buidng Coda end Starbsds Lamm Product Approval Application Detail Mob w pit pit DOLBU" am tmdud bmrtillM vomit" Ve1imL MrraMUL ffi.leomm AMMO Mtn fled L411% ICC Eakuaron sanded, LLC V MIMn M. Radal. PE ON o=? OMe72M17 0621=7 Approved Wn 9184473 (407) M14917 dwABOBOWW.00at gmdka OM AMm oLIKUR ANOVA>lCllM fmlaf aril GmrrtaEOU" err N&Mmkl too him arritamsi Boom ant Maw lbnesd«Pmb 12131) lies Yes WA WA Florida Department of Business & Professional Regulation F.pr i el i Building Codes and Standards 120m20 Product Approval Application Detail Said. cobra ben Vlrtan MMMlid = S BataGl aloolDMer Lllama Revision 2017 TAMKO Building ProdrW, Inc. Kant Edn Zachary R. Pried Cdsgwy: Rocalg (417) 624-W4 PE-74021 subcategory: Undial.yrents kard_edene mko.lwm a:aoyltarm *Wtock Evaluation Report tram a Florida Repldemd Achkect a a Used Florida Protesslortal Engineer no wit Dammam lain v.lidat.da Yilltd AWKW ffi fogAmu)al Ao—v d a m& Locke Borden P.E. 10119=17 10052017 10202017 12M2/2017 Approved (334) 300-1800 gmdbAammm A—,vad,(y[gg AporovedforUm bu" ALIM Florida DeparprrrL of Business & Pmbs W" Regulation Page f a l Built tg Coda and Standards /R71mes Product Approval Application DeW !3assimo Silt #mess cat eta! aMe3toepa )Lip BM MEM M Mrnrtt[ Sio-Mt lriouerllilMM Yfltldm,t Ndiod abaoa MWLAUWMI Am and alma R11 ww 2017 LV. Thorapson, tw. As Thompson Axhbckuat Tag CNY6rwn aadoryR Pdwa LofteoxUen IOMO 017 10010112017 101170017 17/t21w17 Approved Mew Co pny (TAMCM (913) 24J400 P674M (334) 30M-18M cohlo y:111-1 Am MIOC - o Rooatp Acommi" am eMn Y11a- Partores Rooep fyaem cases, a MidIMAt Evdeatlart Repot sae s Flags Regkdadee Arddesa «. Lbneae FI«Itle Prsprawl, Enaaroer BAdltletei8arlo ano LAeMsma Ammm lvAm AOMONLO.gMM am alit alw farMLgmuk" g olaotiilbilLoo klma admbmen aNkm BMMat 4 TAMwRmmdTop W440Will aft ft forTte 2aso, aside noof MmrwlnaMa awcor2 zoo Yes lies NIA WA Florida Departrmirit of Business & Professional Regulation P.pe 1 d I Building Codes and Standards 12012020 Product Approval Application Detail cam Entity or 291 pL 1Ltf Cmam cola bin Vwdm Manufacturer Vatldd" VfHtkkl a6rMnlw lowAwroleL Apprsml aauaa Revision 2017 Global Protectlm Products, LLC. 71m Robinson Waller A. Tab Jr., P.E. John W. Knezevich, PE 09A82017 08412017 091112017 12/122017 Approved Category: shut.. (964) 889.7545 PE-44167 (954) 7724224 subcategory: a(om Panels tim.raansonal9ppent.som Compl, - Method: Evaluation Report from a Florida RensimadArohkect a a Licensed Florida Professional Engineer eaLlt . Aa«oad for 4L_ Amroved foruse mNod gwm Ma!Maim Product D—lotlga timalte in HVHZ Oloolde HVNZ BtttarA a9Mt 1 20 Gags Galvanized Steel storm PenelsMVHZ Co mwfed Galvanized Steel Storm Panela retained 12/312020 Yes Yes Yes WA Florida Depanfant Of Business & Profasionel Regulation Paperer Bulling Codes and Standards umu Product Approval Application Defall amman aw MOMreer car am am.BIDN E err mt mow= Mum kom Sam eoelMaALMMr VMmdum and mL atwMlw eLgatmm err9tl urn RavYl.n 2017 mid &"V congaawn aim" ace. fktad LWAO ICC evduatlM Sawa. LLC 9eaYn M. RWa, PE pW9151017 011W 2017 0110212M7 Approved OBNOW. 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Bernardo, RE Category: Shutters (581)712-9882 PE-0048549 &6Cefe0ery: Stain Panels mMebQalWnariaenshutte CordpUruca McMwd: EvW atian Report Ban a ra.con Florida Registered Ardueact or Licensed Florida Professional Engineer Mesa $9rftperilrion 1 249. Gdanir:ed 81.d a— Panda 24ge GaMnized &.0 Storm Panels page 1 a 1 120r1000 slut am Date Pending glut Valwdad My yalk0kt SubM ad FBCAMmval ApmLrm Mg" Try Banco, P.E. 10nam18 10M82018 10232018 12A12016 Approved (954) 947-0880 pmaLam[Mnivi AQQLMadfa Ues Amorerrd for use grim Smtusi t Pfk latgA¢ Outside MVMZ !Climb" Patinae 12131=0 Yee Ya Yes WA Florida Depa tno of eainsss & Piohssim Regulation pope 1 al Building Coda and Standrds Items Product Approval Ap kMbn Detail 6AftLAI 20 Anoka go a* alkomoR min MUNN armrsrm 2m" arMrWALWMe Mwkhi LaDL VMlldm imb ML Ew.ANMW hol=g Msit Revision 2017 rnw owwo conpaadr Group tM abet Lewes ICC Eo*e Baw-A LLC 149 K R919K PE 01101971017 OWTr M7 oomm? 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Stu min *Mica Mradrara Review =7 111Vo ---lip oan0amnoradpaw. caalow.. ehmked cwnpm r 9tdbcaiaaery: Trans, Plain CawpMrwai%dw! eabaft Rewd aom a PMduat ErMaMM Ertatr GAMIlaLbodum MM! 1 rrW SCOWOM Higher etMph of aanp: 8) Florida DOPWW W ai Bushes & Professiol Regulation 841(larq Code and Stendards ,AwMe Product Approval AppMeadw Detail trend ANOULALYMMM )klliWAl t vwiiod Alhow EWLAMMEd A M M! amr& shod a.ewb MCC EvokWM Awrvb, LLC WOO MR I PE oW1a2017 0007=7 (o2lm7 Apposed (047)9166473 (407)S 41917 amoLA MMM Anomd agia AmandA ME lames snit edit L20ohdM 2nooti dmaLom Iffifflim 2WAk%A Ji mom" EI Meld cotn9da Pro 121312022 Yes Yes WA WA Florida Dopwbm* of Bu *van & Piohaioi Regulation Paga l al Milling Coda and Standards 1am1e Product Approval ApWASon Detail t3AM6.m mt gimin alrmWmr an" sailu AI& M goi&Aik lrMORik L hiw a anum L allies Rol we 2017 VIM InIIItesYs, kw. ones Wad 10C ayskr/M serska, LLC ICC Eve4don swabs, 101192M7 iwlwM17 1W222D77 ' Approved coo-r. a abroad" conp'MNp (314) 851.7499 LLC. 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Davin wad ICC Elk.*. service, LLC IOC EvoMarM Saves, 101110017 l(IMO M7 IOFZ M7 Appf& M Ravlabn 2017 MRok kutrMbs, tin DwilNestl 1010 Eveadatlorr SWAN, LLC MOD EnkWm fervlpa, 1 WMWM7 10N92M7 ta222017 Approved Re mm 21117 tarok lududdW kin. DevM Y1lad ICC evaluation service, Luc a)C aw asan ewwes, W192M7 10111211017 1022=7 Approved Rarlalon 21117 MITek lnduMM, lua D" Wert IM EvabeMM 111,11r , LLC POD EveeaMM Bastes, 10/111=7 1011111110117 111122020117 Approved cearMery: 81nwMeal Carpawnb (stq 90I.740p U.C. CUbcab: 8a- CMpawues (J14) e61 : Oaaparnes I Pre -easy: aMnded corf4mwo (314) 0a1.7es0 U.C. ertcesay: Ty1rw P-rra eewtlOdelLcem � tl9aaeoo Thm aldreaeaeey: Tlrtr Pines dwtlprri.awn tw) 68686p0 . 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Plaes 011/M21123 lies lies WA WA oun Loom inn acorn itae tefto AMWLtdmM Florida Dep®Mient of Business & Professional Regulation Poe 2 a2 Building Codes and Standards IQwXG0 Product Approval Application Detail Cfle EYDLa ant pL age Pending at bm version MMm90Mtt contact Engineer & License Vdidradav validated AMMIM fOCAMf9Yal Aco@yL so& Editorial 2017 Wysmaeunr Rob Bak W91 ICC Evelustio11 Seneca, LLC In LOW, P.E. 04M72019 03222019 04408=19 APPraad Change Category: Structural Components (253) 9244478 (008) M3288 &tCdpory: Engineered Lumber RWed.BeWalnGweyah9 Conpllnn Modrod: Evaluattan Report from a eusr eom Product Ewluasn Envy Ala Product Model. esndbror rears hides Assurance gip Approved for Use AMroild InH16n Outside norIin MZ tnMUL Alaitfd ptm IYwoure 1 Moralism LVL Lardnated Verna Lumber OW312021 No Yes NIA WA 2 Pardwm PSL Parallel Stand Lumber 03/31/2021 No Yn N/A WA 3 Tlnberatam LSL Laminated Btrnd Lumber 031312021 No Y. N/A WA 4 TJ Run Board Structural Compoate Lumber a Oriented attend 03/31rMl No Yes NIA WA board Rim Board 5 Weyerhaeuser Rn Board Oriented Strand Board Run scald 03/312021 No Yea NIA WA Florida Department of Business & Professional Regulation Page i el2 Building Codes and Standards 1=020 Product Approval Application Detail SiatLArlrfm Approved for liver AnrovodfaUse teemed Damon, grY Prod rct Motlel. xrmbr orwanes Product Dowdodon S9MINt EtfdMm Data In him guwdLmm 1 1 ifdr StrenpM Cmaate Linters 4, S. 8, and 12 inch wide Untold 05212022 Yes Yes N/A WA Florida Departrent of Butness & Professional Regulation Pegs 1 dI Building Coda and Standards 1am/a Product Approval Application Detail BMR):lm JIM loam car grit gdeemen car nm )brake Mrrroec arced 06WW1LIMMM IMNI aMrc )bares AWN" naAmend m mace aria Revklan 2017 cannddcondabpmoxtgJn. R~Gmo 71a1Y N. 1a)YNN Jan Pry 10/142M7 100132017 10126r1017 12H22M7 Approved I - a swoawd Qerrperwnes 013)06"W PE-60122 (362)6M4311 ameabsow.A dlrmes hardihood a a Rwt of wecesemwoy*oo.mn !haw Tidnwbpy CaepMna MBOM k EpYM6m Report sun e Fbdn PAgM Md Arditd«a Weeded FIN PrOlaesbnd Etlpwer e(AM44Mnmmt amimaw.rIaeM AMMmMLWAN AMMVMUK YM sated 2imm aMae BMrmlMgi girt mI6Lmm-ona M ramp 9UR ML Mora aONO foot$ I Qlaft far waad or ConnrtlM Coraxwo Ploduaa ptaad OM Pteetrwesed canon u rab 0620/1024 No Yes WA NM N to CU (D .a..A U O Q 0 0 C CU C O O O O W -a O LL Ica M E 140— O CU Q a z z w J V O CU 0 t tM1tM11 7t:! OCD }^'� W (ID CO O L Q CL O L V CII m cW G Q Z Z Q J SHEET PA 1,2 I c if 0