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HomeMy WebLinkAbout39709 Harvest Creek Ln11II' I r 1'. --I- I , I 111 If - II i 1 ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Rad. Radius ADJ orADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU orA.H.U. Air Handler Unit FR DR French Door RECEPT Receptacle ALT orALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF B foid Door FTG or Ftg. Footing READ or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BILK. 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 HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg, Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community K/WALL or K/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 DIED 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 UNO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or 0. 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 wl With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or WIC or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. 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 131 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 COD K_ NATi a�F?r6avrar,. _ _ LMENN/�Ra 2575 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET MAIN FLOOR PLAN 1 1.1 UPPER FLOOR PLAN 2 INTERIOR ELEVATIONS EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS 3.1 3.2 F1 FOAM DETAIL 4 MAIN ELECTRICAL PLAN 4.1 UPPER ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN MAIN FRAMING PLAN ROOF FRAMING PLAN LINTEL DETAILS 7 7.1 8 SIN STRUCTURALNOTES SN1 DETAILS DETAILS DETAILS S S4 S5 DETAILS S6 DETAILS ST STAIR DETAILS SS RETROFIT DETAILS D1 D2 SECTIONS & DETAILS SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site: The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. j�r�� 4 • � t. `JI ea. A0Fi CJ. To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings oomply with the 2017 Florida Building Code - Residenlial 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. -ra , tli _.. Q pipp N iL G o J C14 (� Co LL 7 T J u W lY) N J a LL M M W N C a W LL LL a n: Z Lcm°'oor MCo ° W Y? �2rnO' LL W o �prn co M Z ,T. a O U U i- J ❑ ❑❑ ar_.,.. W z z z U) Q � cl- V) z Q� U o LL � � W U O W 8 N U Q Y • o co E ao a E �a" f— O % O �< � o U Q a U a Z O n3 N adz u z UJ j Z zZ z �� g Z U Z N W T. oCD � A '2 N > LO � L. 0 CM W . � c � I� N J 0 n�1 ° (�j C.0 co 0) r N = r �r- C E N o m Z E 0 c d U � Q 0 _J JOB NO: 20-8078 SCALE : AS NOTED SHEET NO. C S _ 01 m L0 [V a C N v C> 0 Go F I LO / m CV 0 0 00 r_ 00 I N U C O Q 0 CV N E Big& TYP @ 2 STORY J S6 H.B. 1 iv 16" 5-SH DEEP lip" - ---- -- - ----- OPT. S3 �------------ -PA - I 24 24 f REF. 2668 B.F 2x6 WALL I I I I 12'4" -8" I I I > 00 I I I 100 < 2368 KITCHEN "' I I Icr ; ; S ;0 O8'-8' FL T LG. I I I ILL Nz TI -. I I I Ir 10 -- I I I 0 Iw I I I 0 Iz I I l p l r -AlCC I 3, 36 38 3 __ S3 I O I I W I L 1-J 11-- I I W I ° ED Ll Li '- _ ----EDGE OF SLAB 2" I I I 0 I I 11 0 N BEYOND WALL 1 I I I I 4%0" 6'-2" 6-6" 4'-10" A 20'-6" �I - 2 CAR GARAGE I I F 1 DINING ROOM 8'-8" FLAT CLG. AFF I I PATIO 8'-8" FLAT CLG. I I I 0 CARPET BUILDER TO PROVIDE I I I o U) 7-15 L. APPLIANCE PROTECTION00 I I I cooWHEN REQUIRED PER FBC D LO 0 (3)2X4#2SPF W/ I I I S3-- --- L- (3)16d TOENAILS CC (3) 2X4 #2 SPF 4'-0" -0" �„ cv @BASE S3 (3)16d TOENAILS N (3) 2X4 #2 SPF W/ W.H. @BASE o o (3)16d TOENAILS @ BASE ------- - (2) #5'S TYP 2 STORY I FOYER I @ Ixl �I 3068 `D J O OI O 8'-8" FLAT CLG. B S6 u_ u_ u_ TILE o a 16-43" a 3'-8" 3'-8" 3'-6" 6'-0" '-2" I in r` `N°TR I 11 - 2068B HDRATT4" 8" 8"FLATC _ AFF o 5-SH6 a0 T I WALL 4'-0" 0„ (2) #5'S iv _ PLUMBING LINE Cl) OA U? GG c000 FL O G ■ TO SECOND Cl) S3 - --- P--- 9 FLOOR �I (3) 2X4 #2 SPF g�_g FLAT FLEX G. FAMILY ROOM `L W/ (3)16d 8'-8" FLAT CLG. lit TOENAILS @ CARPET I 8'-8" FLAT CLG. BASE ■ = 00 _ _ 12 _ CARPET 42" SLOPING -- -- A " t �- 11 ° HALF WALL "' cn FLOOR G.T. _ 1C 19 o- 00 - - - _ __ _ _ 1 71 1 1 21 31 4 15 16 I I I9 - AC PAD AC PAD Nr UP I I I I I I I 16R (S$ I TYP @ 2 STORY I S6 I I I I I I H.B. J S6 TYP @ 2 STORY (3) 2X4 #2 SPF W/ (3)16d 1 TOENAILS @ BASE 8 38'-0" HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) -1 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 X 25 S.H. 13 20 X 381j 18 X 37 S.H. 14 20X501 18JX50 S.H. 15 20X63 18}X62 S.H. 16 20 X 72 18 X 71 } S.H. 1 H2 27 1/4 X 26 26 X 25 S.H. 1 H3 27 1/4 X 38 26 x 37 1 S.H. 1 H4 27 j X 50 j 26 x 50 S.H. 11-15 27 X63 26X621/2 S.H. 11-16 27 X72 26X711/2 S.H. 22 37 J X 26 36 4 X 25 1/2 S.H. 23 37 X 38 36 4 X 37 3/4 S.H. 24 37 X 50 36 } X 50 S.H. 25 37 1 X 63 36 4 X 621 /2 S.H. 26 37 j X 72 36 } X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 4 X 25 } S.H. 33 54 X 38 j 52 } X 37 i S.H. 34 54 X 501 52 } X 50 S.H. 35 54 X 63 52 j X 62 4 S.H. 36 54 X 72 524 X 714 S.H. 39X59 40 X 59 N/A 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 1/2" Gyp. Ed. 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" +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 1D +28.3 / -36.4 O +26.6 / -28.0 O +26.6 / -32.2 OG SEE SN SHEET HC� SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +34.0 / -44.8 WALL LEGEND TYP. 2x FRAME WALL NNNNNNNNNNNNNNM '- INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "13111 FIRST FLOOR LIVING 1093 AREA SECOND FLOOR LIVING 1489 AREA LIVING TOTAL 2582 GARAGE 427 FRONT ENTRY 35 TOTAL AREA 3044 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED 1\ i i t L _ lAi` �/li�lilf�il4`1 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential ath Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal04 00 O � N . V 0��} J (r "o u,* J U W tli in r, `F LL _1 tl gs LL C10 lil MLLLL as UJ Z z o a p � t- 0 O L p m co tn�4jO' o a W LLZ � N Z z ate° o f z °" ❑7r_1 (D z N N z Cz v1�o Tl LL O w 8 N �N Y 3 '- to 2 8 ' .. `. _ U tffil lot CID w z ca 0 �o� ? a a E 0 �= 00. V a ¢ 0 U 4 z O °az az r� C oY o� ZN 8 a zu W Q yz �3 R ° IIIIIIIIIIIII' a .0N M Lo nL1 � W ` / �o 0 co N CN m U CO V/ Z to I� ■- = N T N I N T � � N M N o cc z E .- ca a U J Q0 1 -J JOB NO: 20-8078 SCALE : AS NOTED SHEET NO. 1.0 - L I TYP @ 1 CORNERS D2 U.N.O. c c d 2x6 BEAM SLOPED CEILING TO MAINTAIN T-5" HEADER HEIGHT W U 2x8 #2 SYP JOISTS @ LANDING @ 16" O.C. w/ SIMPSON A35 CLIP C R LUS26 HANGER TO U I LEDGER 0 2x 12 H R. w/ (3) 2x STUDS AT = I EA. END FOR BEARING " PLYWOOD @ ;n LANDING STANDARD (3) 2X12 8 STRINGERS W/ SIMPSON A35 CLIP TO HDR, 1xTREADS(TYP.) 6 W }- CONT. 2x8 LEDGER #2 SYP w/ HANDRAIL 5 (3) 16d NAILS TO STUD @ 16" O.C. �4 �3i 2 0 THRUST BLOCK SECURED TO SLAB w/ 1/4"X3 1/2" TAPCONS @ 16" O.C. 39'-0" 6 25 SH H1 D6 16 15 14 13 12 11 10 9 00 00 REFER TO SHEET (ST) FOR MORE INFORMATION CONT. HANDRAIL 1x RISERS (TYP.) STANDARD (3) 2X12 = STRINGERS W/ SIMPSON A35 CLIP TO FLOOR SYSTEM 2x #2 SYP JOISTS 8 @ NDING @ 16" O.C. w/ SIMPSON A35 CLIP OR LUS26 HANGER EA. SIDE SEE PLAN FOR CLG. HT. 2x12 HDR. w/ (3) 2x STUDS AT EA. END FOR BEARING R&S r------ ---1 J EGRESS O Cc-,b, FIBERGLASSURR0UNj I` j I TYP @ 2 STORY -- I W.I.C. B DROOM 4 P 3 D2 1 I 18'-0" FLAT CLG. �I obI I I I I I I a _ 8'-0" FLAT CLG. CARPET ROOF G•T. _ _ 13'-0" '-0" - T FL TIL N BEDROOM 3 I 8'-0" FLAT CLG. CARPET O W _ _ _ 3 11'-8" W H2 e = D2 q -- N I I N TYP @ 2 ST J RY 6, SZ,.Ro ® C7 a O 8'-10" o - 4068 B.F.04 0o 04 S6 I N EXT. WALL TO BE 2x4 #2 SPF STUD @ 16" O.C. 60"X36" SHOWER FIBERGLA SURI�OUN 4-01, - ! -- TB 5, 10" `'' =W w LL �W ? � --cO o 00 N -o T-1 5'-4" 2 2'-3"`'' 2668 767 � N 4068 B.F. ' 3 SIM. w/ D2 3.5" x 5.25" PL 1.8E FB 1 2900 6 - - - - - - - - - R&S _ °° ------------- 1 13'-7g" Cl) U.N.O. - ILA YER /q /`1 0 E qC° L-- �o 00 W cc =W oT� M "- r36"yc.�2-' I4ATTIC � L`O JP 0�01 mov0 in IIII w BEDROOM 2 0w 8'-0" FLAT CLG. CARPET T N H1 D2 ov 24 8 8'' I 1 o 1-TIE -1 . HA ON BOX00 @6F.F 2'4,. 5,-4„ 2,-6„ T C N 16'-8" rn 4'-02„ 3_7j" u) W co OM _ `r' OWNERS SUITE 8'-0" FLAT CLG. CARPET _ _ R F G.T. R.A.G. _ 16 _ 1 I - I 6 H3 D2 = cry Cl LOFT 8 0 FLAT CLG CARPET - - = 6 H8 D2 15------- 14 _ _ C - 12 z r; TYP 2 STORY @ J S6 r II g Q II04J I I TYP @ 2 STORY J o 7 cD 10 5 I I f I I I I I I 9 I I= I I I I I 1 8 38'-0" STAIR CALCULATIONS: TOTAL RISE = 10'-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. Handralls: 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 1;00 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 CO 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 1112 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. SIN SIN CONT. HANDRAIL RETURN TO_ i AWALL DETAIL� SCALE: N SEE PLAN FOR LANDING DEPTH i MIN. (3) 2x STUDS R @ END OF LANDINC BELOW HDR. BEAM STANDARD (3) 2x1 STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM OI LANDING FRAMINC (2) 2x HDR. REQ'D @ ENE LANDING FOF STRINGERS l CONNECT TC PLY SHEATHING OVER LANDING ATTACHED PER GENERALFLOOR CONSTRUCTION NOTES 2x8 #2 SYP JOISTS @ LANDING @ 16"O.C. w/ SIMPSON A35/USP MP34 OR LUS26 HANGER ON EA. SIDE MASONRY OR WOOD WALL, SEE PLAN 2x8 #2 SYP (P.T. IF MASONRY WALL) CONTINUOUS LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EA. STUD. ((2) 1/4"X3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) GENERAL LANDING FRAMING INFO. SCALE: N.T.S. 9'-0" MAX LANDING LENGTH HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI 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 X 25 } S.H. 13 20 X 38 18 X 37 S.H. 14 20X50 184X50 S.H. 15 20 X 63 18 } X 62 } S.H. 16 20 X 72 18 4 X 714 S.H. 1 H2 27 1/4 X 26 26 X 254 S.H. 1H3 27 1/4 X 381 26 x 371 S.H. 1 H4 27 J X 501 26 x 50 S.H. 1H5 274X63 26X62112 S.H. 1H6 27JX72 26X711/2 S.H. 22 37 � X 26 36 � X 25 1/2 S.H. 23 37 J X 38 J 36 } X 37 3/4 S.H. 24 37 J X 50 J 36 4 X 50 S.H. 25 37 J X 63 36 } X 62 1/2 S.H. 26 37JX72 36JX711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 } WIDE S.H. 32 54 X 26 52 J X 25 4 S.H. 33 54 X 38 J 52 4 X 37 J S.H. 34 54 X 50 J 52 J X 50 S.H. 35 54 X 63 52 4 X 62 J S.H. 36 54 X 72 52 } X 71 J S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. 140C REV1 10.1.20 CAB 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. " WHEN THE TOP OF WALL IS GREATER THAN 9'-0", THEN AT EACH EXTERIOR CORNER WITHIN THE 4'-0" END ZONE, THE STUDS WILL BE DOUBLE STUDS @ 16" O.C. OR SINGLE STUDS @ 12" O.C.' THIS IS ONLY USED WITH PLASTER OR STUCCO EXTERIOR FINISH *" WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT. REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS - SECOND FLOOR PLAN - B1 SCALE: %4"=V-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 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min, of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" O +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 O +28.3 / -36.4 DE +26.6 / -28.0 O +26.6 / -32.2 GC� SEE SN SHEET HC� 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 11111111111 MASONRY HGT. @ V-8" A.F.F. 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 1113111 FIRST FLOOR LIVING 1093 AREA SECOND FLOOR LIVING 1489 AREA LIVING TOTAL 2582 GARAGE 427 FRONT ENTRY 35 TOTAL AREA 3044 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC 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) -Ft -Ft / X N- N1 ,,�•,2114i111dlIf/� • N _� i' �• R ,• - C� To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N OSE 8 av pnp O ip ♦� 0 J r n (C * O LL J ul 0) r . LL d <n� N M I W to 13 JLu LL LL a s o0 IY O it E� N_ = Mt0 m m 05 ' W Z LL cp p a CQ NIn � < O 0N Q U O J oocl Z W (D 2 V Z lV Z � z Q J - IZ � tn -- Z ;� CD o +-+ CC- ,U LU 0 w v � SO o M z -J LL- $ E a u g 4LL �o Q E O � - wj 2 a ❑a w� 8z Z N @ FL go M Z ` .� a 1 .U m 0 10 M Z Z�c b QY a 8 0 U WNw J � j 553 0 .2N � >U) m 0 I� CN c co �-. � a) a) O m U CD ,r CA L(') M I o 04 CN N M T 6 M .4 3 NCV N i6 o o Z Z E 0 E *- M a v0 a o °�' JOB NO: 20-8078 SCALE : AS NOTED SHEET NO. 1.1 KITCHEN ISLAND 0 co VARIES, 2" LESS THAN CABINETS BELOW 0 f\ 4 M a a q M r _. HOOD PANTRY O 4 a OPT. RANGE REF. LL- OWNERS BATH KITCHEN MIRROR i TUB/SHOWER FINISH PER FLOOR PLAN l r_I i � � 1 } l -' { _1 I 1 ' L 0 I T 0 K-n) 0 , .. —__... BATH 2 NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS MIRROR SHWR. SHWR. DOUBLE CURTAIN HEAD RODS VARIES % ROD " 24TOWEL BAR TOWEL BAR IN w ON WALL ABOVE TUB OR SHWR. a TOILET TOWEL BAR a - ; - - ON BATHROOM WALL F' MEDICINE _ SHWR. o CABINET 00 _ VALVES _ 00 = o TOILET C° SOAP_4 � PAPER C° DISH U00 HOLDERLO o b "� o - CD 02 O r p CV O M r "'M MM N Lj FIN. FLR. BATHROOMS, SHOWERS AND TUBS 00 00 4 N 4 C0 O h O 00 KITCHEN INTERIOR ELEVATIONS 42" H UPPER CABINETS 36" H UPPER CABINETS -- 16" FOR LINEN 30" H UPPER 12"FOR PANTRY CABINETS SINGLE OVERHANGS THAT ROD EXCEED 12" MAY REQUIRE A SUPPORT o BRACKET 36" H BASE FINISHED CABINETS - o COUNTER TOP 30" H BASE O 00 L.L ir) a CO 0 2x >. 11j o0 FRAMING � 1 /2" GYP _C? BOARD — T FIN. FLR. CLOSETS / LAUNDRY SHELVING 1'-2" CABINETS - CS, I O r Ch s P.T. SOLE PLATE-' ISLAND COUNTER IICN �� FIN. FLR. CABINET BLOCKING SCALE: 1 /2"= V-0" BLOCKING AND MOUNTING DETAILS. �OV^iN;' C, cd. J 11 r C=) JF�n. R0FES51O 'fffillilillE���\`� 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 0th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. Woo a rp p�p -4 8 N N ik V C - � Q � -l0 � LL •�(7 ONLo IDN l M L JJ t - a M 2S Qj M ICI�J � 0)C .J z LL W mWLL SS a J Z L��O x O W W 0 05a LL a o tQr 4 N °U ❑00 w CD Z 3rf Q d N w ij— c LnLn I U �o Q Y • zi w zi M o� QQLL- J 0 E U io s =a oa c o 1° s as ° N L 6 0 m z U) s& J ° H � 8zi �� a N W W ap F_ j Sg o� ZIQ N U 1?N > Lo � L C, `` > T 0 t° N J m Cfl LO M o Oi = N r Ln p N T N N y o o Z Z E Q E y r- m c ti U J Q J JOB NO: 20-8078 SCALE : AS NOTED SHEET NO. 2.0 FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTUER SPECIFICATIONS 12 5 L 12 EXTERIOR PLASTER -' _=.L. -T .-.. ON FRAME r 5 1" x 4" SMOOTH TEXTURED FLASHING , - - '� -------------------- ,- '��_ TRIM BAND _._ T.O.P. - - HDR HGT. F16 EXTERIOR 60 F1um�o_ PLASTER ON FRAME 25 SH 12 25 SH 25 SH ao W 5 FLASHING 1" x 12" SMOOTH TEXTURED 2nd FIN. _ ---------------------- ------------------------- M FLR. _-__ ___ - "-_ ------------ -- TRIM /BAND T.O.M. o CJ / WEEP - - - - CJ / WEEP HDRHGT._-- - - - - - - - - ----L - -- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- F20 % I I F1 1r H HI I 1 - --. 1 �� �� -1 TEXTURED OD — - - - CEMENTITIOUS 60 F1FINISH ON CMU (TYP) 35 SH- --_�1 _ _ __ -- al F20 FIN FLR I1111 1111 3068 16070 OVERHEAD DOOR F2 � F21 F1 F1 ELEVATIONFR NT O - B1_ SCALE: 1 /4"=1'-0" PIRFf?(_`1 ACQ -(ZWlklrl P LEFT ELEVATION - B1 SCALE: 1 /4"=V-0" T.O.P. _ — — — — HDR HGT. 2nd FIN. FLR. T.O.M. HDRHG --__--- FIN FLR v ti IT ao 1 " f)LNT(RY COLUMN DETAIL SCALE: 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 A 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. S� �'o� OFESSt 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. .. .. WOD r Q 004 e� toN# � 8N t0 00 p o w d) LL yy # W � .LL d dJ Q LL M uu ' W LLLL aa' W 0 Tcn a W N O Qx 0 N COa U0 � O Z W ❑❑❑ CD z z Q � a U) U) 4-+ •U z 15- g 0``' �N yv U w A V N Q Qa� II� Yi W Z Q QE o "- =o s >o Z® Z F' C g C V E N 3U " �O 2 Wo 8 [QV� 2 B Wx=� o e 8 WW O Z _J UJ m° 2 W0 sU 1w N10 Ov 5 0 ON = �L ^L W M •� c co J N Y CN ^ a- � �i O I—LO m U CO tv N I rn � T E N :3 M T­- o o Z Z E O o T7 c M a) a 0 _J a o � JOB NO: 20-8078 SCALE : AS NOTED SHEET NO. 3.1 !IlIJLL�L-I AL_ -1 _1L_- _ -100 CD CV r` MIS 12 5� T.O.P. - - - HDR HGT. 12 �5 35-SH FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTUER SPECIFICATIONS 2nd FIN. FLR. ------------------------------------------- -- T.O.M. CJ / WEEP ,���� FLASHINGCJ/WEEP -------------------------- --- - -c_-.-------- --- ■ FIN FLR 9' RIDGE VENT 5068 SGD 12 5� ROOF TO BE - CENTERED ON DOOR 35-SH TEXTURED —J CEMENTITIOUS FINISH ON C.M.U. (TYP.) EXTERIOR PLASTER ON FRAME REAR ELEVATION — B1 SCALE: „a. -,..a. 12 FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTUER SPECIFICATIONS T.O.P. T __. HDR HGT. EXTERIOR PLASTER ON FRAME 25 SH 2nd FIN. — --—----=--------------------------------------------------------------------- ------ FLR. -- -- - T.O.M. CJ CJ /WEEP CJ HDR HGT. _ — — — — — — — — --- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — - C? - o TEXTURED 00 oo CEMENTITIOUS ~ FINISH ON C.M.U. (TYP.) FIN FLR - - - - 2'-0" RIGHT ELEVATION — B1 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. 11l II1111//pj� 0\0 , Q •, F 1, O F E S S 10 To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential Bth Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Lo♦J 0 � r � 5 T N � is LL _J U w C) rn LL U_ LL LL a r to y::: (� = cog04 rn `° aw rr O tot 04 W ILCo m Z Z N OU U J N Z �p Z rowo Q v rz ,� r N Z CD C1 Q) i- J w O w Ci a oil Ik ti o Mz COU_ w i o E U (O aU oa wU� ZEa ~ n7 O C., O� OU wz g w� .(Dma0 C ` Y $� zZ Z 4I J a ° i �o CD �LL w � �: CAD �N 0 = � CC L m Q% '' c C I� N J YCN � O 00 W Lp ca Nr Q� CN N2 N M o M Z E O E r ca a U � Q p � JOB NO: 20-8078 SCALE : AS NOTED SHEET NO. 3.2 VARIES 1'-10" 12" CAP CAP 2" 2" "NOTE: iv ii FOAM TO BE USED 1" RADIUS �'' ONLY WHEN ^ 1/2" RADIUS �t a ` REQUIRED BY 3 1/2" RADIUS rIN COMMUNITY �a Fv oo SPECS. IF NOT, iti 3/4" RADIUS 4 Xa _ DETAIL TO BE 1" 2" OPENING VARIES 2" BUILT W/ STUCCO. 1/2" RADIUS EDGE OF 1" 4" VARIES Xq SIN 1• OPENING VARIES 1.�.. MM 0 22" VARIES Cl) ,t„ ,.. 1.-4 ,.. 2 VARIES SIN 1 1/2" RADIUS 4 4" 42° 3a" 4.. 2 1/2" RADIUS i � IN fD c�ila �-1 VARIES 12' 32 ' SIN 2" 2° BASE BASE 3" T " N 4" N N "NOTE: VARIES 8" 2" FOAM TO BE USED <q 3„ ONLY WHEN a REQUIRED BY COMMUNITY 1" SPECS. IF NOT, 1" OPENING VARIES DETAIL TO BE BUILT W/ STUCCO. 2d' • EDGE OF OPENING 1-1/2" THICK 1-1/2" THICK To the best of the Engineers knowledge, information and belief, O the structural plans and specifications contained within these Q N -- - - - drawings comply with the 2017 Florida Building Code - v 1 �" Residential 6th Edition. Engineers signature and seal is only for -MIA the structural engineering portions of the drawing pages bearing 2- - - 9 9 and seal. OO 1" N r 4 � Engineers s signature a W u') t n E m r` Z N LL a g g8 �N 9j7NN- LL u a N y M M W V% LL 4 io i a CJU- a s L a O O O m J 6" W W W 00 M r- d „ t 2" 4" 3,. 2,. — — IL 2.. o oo " N N ] < Z N U z °COD❑ o W N 1-1/2" THICK r-- f2' - --_ ..-------- - - L z cV z 2'-4" 1'-10" - Q T 5 --- - ------- ,.5" 521" 4" 5"' 3" CD Cz INNS '(�' t -'r'•I C�N 4-1 'O o�a I I — — -- - - -- ---___ ....._.. -__— u cro O ilhl-�I' U � 111,12" VARIES VARIES 000 c g /N V J .Ps % W U ' w -- VARIES VARIES c Offi- 4" 8" - M �2 Z 32 Q� 6" 4" KEYSTONE Fl 1 b KEYSTONE F11 00 cv i iv �A " OPTIONAL OPTIONAL �' EE a Z o O I �ry +✓ V w w a t 2 � 0 < / CO R i 3" o f 2 Fi i v ¢d„„ E ' 4" GARAGE DR. OPENING 4" 3 a 4" WINDOW OPENING 4" _ mo In�I ax oLL NOTE: yo r z• OVER P. j � N < b 2 o VARIES • FIN. TO HAVE TRADITIONAL `r?i o LOOK & SMOOTH FINISH W • FOAM/ EPS MATERIAL IS ACCEPTED o < 10 NOTE: v i< 3 2'1" 1'4" •FIN. TO HAVE TRADITIONAL LOOK & °N N i SMOOTH FINISH 11 V-6y" 1 " 12" � 2" • FOAM/ MATERIAL IS ACCEPTEDL. T-8" 7" N t -- 4,. 3._0., 4,. ` c� 0 ZD N 1 �1 Y V _.. Q ° C.)CU - - - -- cn N __-_-- l.O 'Q M O 0 �— ■N o iti - O OLO - - �o 4!7N M:- • E O N 9+ d U Q pre C14�" R�oh i JOB NO: 20-8078 r ,2. SCALE : AS NOTED GENERAL NOTES: SHEET NO. • 1.5 LBS DENSITY STYROFOAM 0 0 • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. POWER CO. FEED INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94--/ 200A INDOOR PANEL CENTER CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. Doper to liQhta & ODtleta DPPer to 20 amp ckta copper to WH copper to Dryer I Alu GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general). 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 PqF DUPLEX OUTLET ABOVE COUNTER WP WEATHERPROOF DUPLEX OUTLET GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET FViF 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 Q EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) FE9 PUSH BUTTON SWITCH (OPTIONAL) I0 PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CO CARBON MONOXIDE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) ©2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. THERMOSTAT ELECTRIC METER mpn ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN l� J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS WP GFI PATIO WP GFI DISC ED AC PAD-1 VE IFY METER LOCATION WITH BUI DER H g I I VERIFY LOCATION IRRIGATION _ _ _ — I — ELECTRICAL PANEL i GFI @ 44' A.F.F. I I I I I I I I I I I I I I I / IN, I I I \ I I I I I I I I I I I I t I I I I \ \ I I I I GAR. I I GFI @ 44" DOOR I I I A.F.F. GFI I I I I I I I 2 CAR GARAGE I I - DINING ROOM /PENDANT AS / / PER SPECS \ \ CH O _ co H. L------------ GFI @ 44" ,, A.F.F. qP 3 c.M \ FOYER III ROUGH -IN FOR / OPT. CLG. FAN/ LIGHT PRE -WIRED J FAMILY ROOM \ I I \ I I I GFI FLEX \ \ 12 48 ROUGH -IN FOR OPT. CLG. FAN/ --- LIGHT PRE -WIRE Ir' I TO LIGHT I I 1 14 AND I I I I SWITCH I I I I ABOVE u MAIN FLOOR ELECTRICAL PLAN SCALE: %4"=1'-0" 0 N 0 N N 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Bullding Code - Residentlal eth Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a o � E O g8�pN# Q�p 0 N N CM<i� N LL OJ d: „ern tnr�� t+Nj M U-a LL � LL W 14 LL LA.a s = — v r two Z O O O0 I— OJ N t0 _ o m m _j o a Z LL z o N M Z °" <aN U J ❑❑❑ W Z N � z C Q N N z �4—) •U o. -� O U„ E _o Q o Q g E co tQ Z U o_� U ZC p� o rx ry N i n3 N o � y U W g mo Ott Z > Z C Q m < � Z Z W (� N s U 7 O a� s� o- �� N > LO � cc W \ cc •� c t° N J a c O ^` m LO to N I T N rn m E EN M \ y o o Z Z C E O E m C a O U � V N Q p N JOB NO: 20-8078 SCALE : AS NOTED SHEET NO. 4.0 II 1A N O 0 0 v ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. POWER CO. FEED INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94 J 200A INDOOR PANEL CENTER CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. Dpper to lights 8 outlets Dpper to 20 amp clus copper to WH copper to Dryer t 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 FIEF DUPLEX OUTLET ABOVE COUNTER PETW-P WEATHERPROOF DUPLEX OUTLET �&GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 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 O EXHAUSTFAN ;iO� EXHAUST FAN/LIGHT COMBINATION ® D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) HP PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CO CARBON MONOXIDE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) ®2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. [� THERMOSTAT ELECTRIC METER _!a ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN L J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN 69 (1) PHONE LINE, (1) DATA PORT RECEPT. FC. T--, I I L I I I I I I I I I I UPPER ELECTRICAL PLAN SCALE: %4"=1'-0" 0 N 0 N N N 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residentlal 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N a S N V 0 n 2n 0L J '*0LL :k ] "� 0 rn h M M J W LL J LL U_a rN 0"" Z 13J to LL ILL °' 0- 2 o W r?� ��inrn w(�G M o Q � W N O< N �' Z O N 0 ...LL Z Q O V _i ❑❑❑ W (D N th O Z Z � E3 r _ V) z A (1) 0 w .O. N H r� U _■ H Q I_ r+ �4p M � D Z M _J U_ i� a gypp,, Y t E off® Q E Q [U F_ rO E o x , na wtt O 00 Z o �a <S � m� o g� Z Q W W T Y Qa 00 �5 4° CIO 0 zld ° 3 C ON = c W m c ca Q o ^C to U W LO Ca l o O .ttt� _ N T' N I LO N � � � E N CY) y O o Z Z E c c 0- U _ ci Q p to JOB NO: 20-8078 SCALE : AS NOTED SHEET NO. 4.1 ATTIC VENTILATION CALCULATIONS - B1 UPPER VENTILATION PROVIDED Ridge Off -Ridge ATTIC VENTILATION REQUIRED 1/300 Rule 1/150 Rule (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft) - Total - - - — Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev ) required needed required soffit by upper needed ventilators Main 0.000000 0.000000 Floor 35 34 5 17 1 8 0.0 (Zone 1) 0.0 0.0 Upper 9 2.000000 Floor 1533 1472 210 736 53 368 - - 411.0 (Zone 2) 135.0 276.0 *'NOTE'* GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. '-ONE-1 ATTIC SPACE 15 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. i rL r i 4L 7. /�//efltiiiS�sV\1 i'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 Edltlon. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. m 0 NJ N n a�qJ # m LL 11, to J r- P LL J d LL '' aLu01 M M W N `3�LL U. d d W zmOf e L (a m ro N CY) CL LL Z z N O< O co M U Z N ° ❑El❑ CD Z z� Z n WN ' ^NCD C W •U Q O W 8 �tJ1 NI7•� c � 3 L xkJ w U t � I = f Q O Z W Z E O a � Z ?® a CL u X U oa O Z _ C L Kr < � z Z N t d no o a �o W tty Wmo$� n7 �� C �x N O Z to m Q z a � ila � 3 �N = LO CC L1 �, M W N CN Q C o 2) Q� m U Lp �o r ■� 1:N r N = CDN r N ai M N M N CD o Z z E O E 77 M C JOB NO: 20-8078 SCALE : AS NOTED SHEET NO. 5.0 1L I I I.'II I .. IL- I II I I I I C d TYP @ 2 STORY J S6 H.B.' I 3'-0" ■ ■ ■ ■ ■ ■ ■ ■ in I =- t—=—��-'� J:'. : :�: 2STORY — — CC (2) #5 REBAR VERTICALS w/ in S3 : 6'-0" 5'- " o I FILLED CELL ■ I I B ���-3 II co� 0'-0" 1 /2" o N L JII 3 -- — — — — — — —— NuL —� I4,. J�II<n �_ r 1 I S3 1 ] I ■•I M 011 Ir—=—_+CJ -- _� IIF7 CJ I Q in STEPS AS : KITCHE SLAND I I SLR REQUIRED PER I LOW WALLS I : CHASE TO FIELD CONDITIONS : I I I ISLAND I EDGE OF SLAB 2" ■ • I BEYOND WALL r-- I 13-112" MIN 3000 PSI CONC. I I 1 L PROVIDE 1 Y2" SLAB FOR HERNANDO S3 I RECESS FOR COUNTY ONLY o SGD. REFER TO 3-1/2" MIN 2500 PSI CONC I MASON'S SLOPE ESLOPE 1/8":1'-0" 1 SLAB OVER 6 MIL 2 STORY FOR WIDTH VISQUEEN VAPOR I I , BUILDER TO PROVIDE I �4 BARRIER I ` APPLIANCE PROTECTION CC (2) #5 REBAR WHEN REQUIRED PER FBC VERTICALS w/ in I L_ — I .164 ��^�� 83 FILLED CELL I (2) #5'S N N 4 ■: I � CJ ------- — ------ �W:H� +- J ■ o �- TYP @2STORY J L_---_----- — ----- '■ 4 Cl) S6 I 1 1 PROVIDE Y2" x 9" RECESS FOR FRT. DOOR 4" S*---2'-6" I x 2'-6" x 1'-0" W/ (3) #5'S E.W. ■ : 0'-0" NC./ TOP OF COPAVER TO BE 4" 4 L 4 BELOW FIN. FLR. S3 II I I (2) #5'S r-- I ■ 2'-6" x 2-6" x 1'-0" nIQ) : I I STUB UP TO ... 1. 9., : �.:.' :::::: 13'-74' :::::: : : ■ — W/ (3) #5'S E.W. ■ I I I IFLOOR PLUMBING LINE FOR A/y I TO SECOND GG Iw. FLOOR I o 04 1 ','� / Ili 19'-0" I 5 �j-1 Jt I INDICATES FILLED CELL w/ 3000 _ PSI CONC. GROUT FROM FT. TO BEAM W/ (1) #5 REBAR VERT I _ ABOVE SLAB TYP @ ALL PLACES I N SHOWN HOOKED FTG. DOWELS 5" I o0 IT I� �''���' EMBED W/ 25" EXT. ABOVE SLAB I "GRADE40STEEL" 7771 I •- J S6 ■: HVAC CHASE I BASED ON — — LOCATION 5'-4" �� AC PAD AC PAD �------ GG �� •• � TYP @2STORY bo v ---�a ----I-- � —--------� H.B.+ 2'-0" YP@2 J STORY S6 4- 5-4" 5'-0" FOUNDATION PLAN SCALE: %4'=1'-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN w w CONTROL JOINT DETAIL SCALE: 3/4" = V-0" -#5 CONTINUOUS REINF. SEE FIND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. ""Alternate: The reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" .. �✓ r 7 Q s �' f= E..O • •' s% To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Bullding Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. .. .. a pip O 8 N ik i% - N Cj Ol Z;LL `; � � 0 7�� J W r- -0 LL ,- d c' aaj M CJLL a a LL Z J IY m c .13 W �•co ,j � lCN V7 m o a LL cR�a'o' °��� Z N Q V J °V ❑F t: W � z z z Q S a cn zC11 0 8 Vin c S 4§ ro r- U) W `u AOf�•r"";; J U �o C N Y • T10 CD r— a u� o�za a Ov F k= R� 0. oa V �OV Z O E o � ' t i gg <o z ixw N c �f o Z o 8 �Z �o W U y� i x a� CO 01 �N > Ln � W L° m \ c° N J C Qom,,, m v CO LO co a) .� = N T— N = � N � � m m N CV)` iri O o Z Z c E 0 d T f0 c cc d U Q 0 4) JOB NO: 20-8078 SCALE : AS NOTED SHEET NO. 6.0 :. S m u7 rc4 N N c 'O Ns GV O - J eo O CD I O LO n rn 14 rY v v x 0 J 00 n O 00 0 CA 1 CA 1 UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. p CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 - 10d x 1 112" HTA20 1870 1585 10 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 112" 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 1 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 1 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) 10dx1-1/2 HTT4 4215 5/8" ANCH. /(18) 10d x1-112 J HTT5 4350 3740 5/8" ANCH. / (26)10dxl-1/2" HTT5 5795 5/8" ANCH. /(26)10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 -- 2 - 5/8" DIA. BOLTS L HD5B * 4505 3785 5/8" ANCH. 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** — 8-10d P HUS26 1320/3235 *' 1335/2820 "* 20 -16d x 3 112" HUS26 2035/3400 -- (20)16d x 3-1/2" Q HUS28 1760/4095 *" 1720/3125 "" 30 - 16d x 3 1/2" HUS28 2950/5090 — 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 112" 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 1 112" MTW20 1195 1005 14-10d x 1-1/2" U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -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 1 112" SP1 555 535 10-10d SPT22 735 8-10d SP2 1 1010 605 1 12 - 10d SPT24 1090 1 1 12 - 10d HCP2 1 590 555 1 12-10d x 1 1/2" HHCP2 680 1 570 1 (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) B) (A) 1 OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (""). (B INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS n.1 q�R�ER OR CONT LEDGER) --�A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS (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 DETAILS STRUCTURAL 2x STUDS SEE PLAN SHEATHING (SEE C/S6 FOR INFO FOR NAILING INFO.) PLYWOOD 2x6 CONT. W/ (2)-12d NAILS @ EA. TRUSS 2x CONT. W/ (2)-12d r CANTILEVER NAILS @ EA. TRUS FLOOR TRUSS 2x4 CONT. RIBBON W/ (4) 16d NAILS @ EA. TRUSS 2x BLOCKING W/(2) -12d \ ' NAILS @ EA. END - SEE PLAN TRUSS BRIG. ONNECTOR AT EACH TRUSS, 8d NAILS @ 24" O.C. SEE PLAN TO BLOCKING -LINTEL SEE PLAN STRUCTURAL SHEATHING rFCO3 CANT. FLOOR TRUSS CONN* SCALE: 3/4" = 1'-0" SCALE: Y4"=1'-0" \ nJ1 r _]. C-_) I! - L ll �7 z` To the best of the Engineer's knowledge, Information and belief, the structural plans and spa cations 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. Q ''. 5 CD 8 W O 4 N Q N n C m LL 0 y ;�,� � w fN F' rn r- —0 u- -'r a LL D M M Ul rN JLLti a a O p rn Z ro C QQ O=� O W IL Z O m m N J a CP ¢ 'a � .0N0rn in N M Q U 0 J Q Z °C 000 0 Z 5N� M Z �$ z Wv) Q- h N (1) Z O Ly N U _ O Q N sl Ly r_ o Qa F S z _Eu O 1 CD E oa gz 2 2 d L� rn o �w mf o z Cn� � v �xZ aZ W a Z Cl. U 8 of O a z G C o _ E:j � N > Lo � W � ' c �0 1� N Q C o La/^ ■ � M O = CN VJ r N I N N T d M 2 N M N i6 o o Z Z M E O E CA r m c a U 0 ¢ o JOB NO: 20-8078 SCALE : AS NOTED SHEET NO. 7.0 ��om1m1m1 oIV FLA-14 k 13 5 ay-j Cn M LU Cn INRIV ) Cz LLWg . 04 R3ru (2) TYP. @ 2 STORY X J MLO FOTY P. S6 yc% U U U CA M1 ER CJ3 cD Lu 0 0 4 SIM. W/BLOCKING CJ5 S5 (2) XNJ A7G1 TYP @ 2 STORY • A61 •• J S6 \A5 (1) SIMPSON VGT w/ 5/8 " ATR & (1) SIMPSON HTT4 A4 A3 A21 ;.LU A2 A3 . :' A4 A5 J TYP @ 2 STORY ZA6 Ss (2) ICJ5 I (2) X CJ5 X CA CJ3 EJ7 CJ1 CJ1 yv� �1 v v v J TYP @ 2 STORY v v v ss ROOF FRAMING PLAN_ SCALE: Y4"=1'-0" UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 -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. I(18 10dx1-1/2 HTT4 4215 5/8" ANCH. /(18) 10d x1-1/2 J HTTS 4350 3740 5/8" ANCH, I (26)10dx1-1/2" HTTS 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B " 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 — 2 - 5/8" DIA. BOLTS L HD56' 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"' — 8 - 10d P HUS26 1320/3235 "* 1335/2820 " 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 1720/3125 " 30 - 16d x 3 1/2" HUS28 2950/5090 — 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 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) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED wl 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 680 570 20 10d x 1-1/2" " MINIMUM iii`i(iii�Ijf jjfl To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential Bth Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. E ci 0 y n m U1 % ie y! j � J W to —0 t+- LL a = tmm pOo Imo � W og�^,a, LL je a n7 N � �Q O N N M Q U� N N 0 CL O 0 O z 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. it. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load • 0 a e vertical load Safe horizontal load GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 8F44 1 B/1 T 8F40 1 B/1 T 8RF40 06/1 T 8F32 1 B/1T I H, FORM dr GROUT SOLID "v IY J O /5 BAR CONT. 8F12-1 B/1T O V' LINTEL DETAIL SCALE " N.T.S. E IZZ0 TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY Q W x 8F16- B/1T a Z tNOMINAL, V QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS c precas intels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 318" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 wl minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #SREBAR ATTOP ALTERNATE POWERS MIN. (1) REQ'D ° CL AR STEEL LINTEL A O ° e .M.U. #5 REBAR AT TOP a" a MIN. (1) REQ'D ° 1-1/2" CLEAR a a � n ° < GROUT J 0 Z_\ 5 REBAR AT = In w O BOTTOM OF are Z w of � ° LINTEL CAVITY o v 0 U, 0 1 n n' OTTOM a L) REINFORCING PROVIDED IN LINTEL Q (7 on ^ Z�Z LL O W N d d 3:m G h #5 REBAR AT B( 7-5/8"ACTUAL ' N MINAL WIDTH (VARIES) (n in ir a !a�r ° ,, ° AS INDICATED LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturers specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications 2x8 #2 SYP STUDS @ 8" O.C. W/ (2) STRUCTURAL SHEATHING SIMPSON MSTAM36 STRAPS EACH ATTACHED PER NAILING STUD ((1) STRAPS EACH SIDE) SCHEDULE CENTERED W/ (13) 10d NAILS & (8) Y" TITENS OR (2) 2x8 #2 SYP STUDS @ 16" O.C. W/ (4) SIMPSON MSTAM36 STRAPS ((2) SEE SEE PLANTIW STRAPS EACH SIDE) oL LL 2x8 #2 SYP P.T. BASE PLATE W/ Y2" EPDXY ANCHOR OR y" J BOLT W/ MIN. 7" EMBEDMENT @ 8" KNOCKOUT COURSE 32" O.C. & 6" FROM EACH END A W/ (1) #5 CONT. ' SEE PLAN FOR FILLED CELL SPACING WALL SPLICE DETAIL g 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 a@ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION [ A,1 5'-8" LL LINTEL PLAN SCALE: %4"=1'-0" Cl� 3) cv = Qr %'�'' nR•O F L• �i• �ECJCJ� 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 drewing pages bearing Engineers signature and seal. .. .. .... a cp Co 8 N it V O 4 ^ �, N J « C7 10 W CA ii M N J fA IN LL J d M W u- Lp0 IY m 0 cR21N°��' -oa d W __ IL co N a:N O 0 0 N T W Q U J OO ❑❑❑ U Z Z 0 Q J a N N -- CD U 2 4-1 U w CD � O w $ N t n C N .) • Q Uo N I� O Cp ¢ w z crJ ch � Cb QL 9-0 O U Zp Z o E O 0` ffo °fz SZZ Wz wz d ~ 0 ao mo C � ° ¢ Z� z ZC/) Q) Jy a,• ¢ � > 2Q ZQ� JO Wa a LL Ww CD. ag 0 Lo ^L1 � W �o •� c co I� � C) Uit Cfl 1 (a 0*) NT I CN N N r E m M N O 0 Z E C) E T N C d U � Q C1 JOB NO: 20-8078 SCALE : AS NOTED SHEET NO. 8.0 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW IT I THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL S CO C OR S OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ•C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 11 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 Y2 INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 1. 2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1. 3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC)13TH EDITION. 1. 1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1. 2. 1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 2. 2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 2. 5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ed. (2017) AND FLORIDA BUILDING CODE 6th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1. 3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD, 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. 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 TOPCHORD: 7PSF 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 VERTICALLYDOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ed. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3. 3. 2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4. 1. 2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1. 6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-1-P CONCRETE NOT EXPOSED: 1 y„ GROUT FILLED MASONRY: 4„ 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE 11 NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. 4. 3. 5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS WI TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS : 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4. 5. 5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4. 5. 6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4. 5 8 CONCRETE EMBEDDED TIE DOWNS D FOR TRUSS AND WALL UPLIFT ARE TO BE 0 DO S USE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4. 7, 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4. 7. 2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST, 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4. 7. 7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ed. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least T-0" away from the building side walls. 3. Irrigation/sprinkl@r syystems includingq alt risers and spray heads shall nOt be installed wi hin V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 518" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, 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 rainfaall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C7o eete overpoVr and mortar along the foundation perimeter must be removed be ore exterior sot treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An extQrior vertical chemical barrier,mupt be installed after construction is complete, including landscaping and irrigation. Any solildisturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 6-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V = 140 MPH) TYPE: 56 SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 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 8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS BEAMS ETC ARE TO BE SYP #2 OR BETTER AND OR MIC ROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. ;p(l �r x, N <r C�(p .� X r �- �' F L. •' 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. to . _ W d � � W n-LU LL LL a M aa; 1N W vi wLLLL a a 0 Z L@�yy U�I- W. m N N (D �i�rn a g a W o �o� Z M Z LL N U 0 J z °U ❑❑❑ W UI th N z z a N t43 ^o, z 0 � W 4--' 'rt• o U -� O t,n c V N = .) Q UC21- Q S�N o co 2 Z i J � s 0 io EEaZ u 5 °� gZ Z a� C 4 �y°Z No m H Z j J '%' " oao QZ i0 v ;2 �k O Qa yb v OR a s ° C �N = 12 > LO � W \ m •� Cco I� N jCN m U CO LO N L 7 rn O LO M o Z Z E E c a v U c JOB NO: 20-8078 SCALE : AS NOTED SHEET NO. SN ,n m 1!) N i c aD v I_ N 0 00 i� I 0 m in C4 i aci CD 0 J GO rb I i v CI Q N 0 8L E E `v c i a LZ CL Co O i •o CL EZ N N 0 0 N N 0 ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE U,, 15/32" CDX J PLYWOOD OR 7/16" OSB RIDGE LINE 140 MPH (1.1103 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. 8 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + 4" O.C. @GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE } + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: FOR 8d RING SHANK NAILS 0.113x 2x 3/8"RING SHANK COIL GUN NAILS MAYBE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. 6'-0" + 6'-0" I + Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood 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 1-1l8" or two 1/2" 6500s 1.8l1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1 /8" or two 1 /2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 90 2.0 2 x _lumber Double 2 x _lumber FILL CELLFX w j STD.90° CONT. #5 HOOK BAR --, STD. 90° HOOK I 11 BOND BEAM SIMPSC w/(22)' BOND BEAM STEP NAILS TYP. '--GIRDER TRUSS CONT. #5 BAR 2X TOP PLATE 5/8"0 #5 CONT. THRU I FROM BOLT FOUNDATION TO HIGHEST BOND BEAM SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE i.. PLAN FOR MORE INFO BASE PLATE �CONT. BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D I !'�—SHEATHING PER PLAN COLUMN AND N T CON EC ION 1 =1 TJI TO BE CUT TO ALLOW FOR BLOCKING(fJl 1 `--MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH �- Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS DOUBLE JOIST CONSTRUCTION SECTION @INT. BRG. WALL (Not required 'rf both loaded equally from above) N.T.S. Filler blocking � 1/8" min. }Small gap 2" min. 2" max. 4" max. 1/8" gap Web Stiffener Fastener Schedule Joist Bearing Location Series_ _Depth End Intermediate ,� BCI 5000s 19 -7l8" 2-8d 2-8d ® 3-8d 14" 2-8d — 5-8d Clinch nails®9-1/2" ; 2-8d � 2-8d when BCI6000s �11-7/8" 2-8d 3-8d possible BCI 6500s®I 14" 2-8d 5-8d 1) Support back of web during nailing to prevent damage to 16" 2-8d i 6-8d ✓ � `, 11-7l8" 2-8d 3-8d f web -flange connection. BCI 60s® 14`'_ 2-8d 5-8d 2) Block solid between joists for full length of span. Tight fit - 16" 2-8d 6-8d 1 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. � 'r11-7/8" 3-16d 3-16d ' 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 4" max. 'BCI 90s® 14_" i 5-16d � 5-16d 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when indicated or 16" 6-16d 6-16d Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Ys" GAP @ TOP sides by 6". - Hangers with sides not containing t. WEB STIFFENER DOUBLE JOIST CONNECTION top irdsmouth cuts. - Blydsmouth cuts. N.T.S. N.T.S. - Under 2nd floor column w/ loads higher than 15001b SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building 1116 code for appropriate details in One 10d box areas=20 of high or--20 sinker lateral load. nail each side 10'-0" at bearing. TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE O O O 5'-0" � STUB -OUT FOR GAS METER O o � � U CV 0 • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL *"ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY''* RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3) 16d TOENAILS 2" X 10" 16" O.C. 16'-5" (1) SIMPSON HTS20 OR 3 16d TOENAILS 2" X 12" 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. 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 j (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam KNOCKOUTS) ALLOWED IN BEARING ZONES FILO DO NOT cut, notch or drill flanges —LL Ix 0 v - CL E Milli 0. BLOCKING PANEL, INTERIOR Boise Joist Blocking Vertical load transfer =1900 plf max. along bearing wall Use 3" (10d) nails at 6" o.c. Required on interior walls : -for vertical load transfer Plumbing Load bearing walls when load bearing -for lateral suppo when joists - meet over wall, or wall stacks directly over wall or f"._l I beam below Load bearing wall must stack over blocking and wall or beam below.* Joist - L 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 i 3" max i. ,, � � '• ,.,, JOISTS OFFSET �. Provide adequate bearing for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls 10d nails SECTION @INT. BRG. WALL require additional consideration.— N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) 6,1 A %" ROUND HOLE MAY 6" 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Yz" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN %" 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. 1Yz" ROUND KNOCKOUTS IN THE WEB MAYBE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BESET WITH THE 1Yz" 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 11019*3 PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. LC SIMPSC wl(22)' NAILS ? TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR E- AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / HETAL20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.)—,�I,�I���•� � Nail with 10-10d nails. — - Installtight to top flange. SLEEVE THRU STEM • . Joist hanger SEE PLAN FOR a . • ... • • FOUNDATION INFO '• q ,,. STEM FOUNDATION Filler block. Nail with =' 10-1 Od nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1 1/4"-2"gap I a Backer Block "Face Mount" 'Top Mount" ou Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1l4"-2" gap at top of bottom 1/4%2" gap at bottom of top flange. flange. eb stiff ner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements r % t 0.6 X Joist depth t I -JOISTS BUCKETS N.T.S. GRADE 0 F— REINF. SEE PLAN A/C CHASE 4" PVC (2) #5 REBAR 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 e° 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 ME11WE PLUMBING LINE i— PVC OR SCH40 SLEEVE • Il�ll�lll ..1_ Il�ill 1111- gig �-- SEE FND. PLN. SIZE &REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE /F I TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @PIPE PENETRATION PLUMBING LINE a a ip Z • a • ., A SEE FND. PLN. SIZE $REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @PIPE PENETRATION PLUMBING LINE n a � a d SEE FND. PLN. SIZE &REINF. M ,C st OEESSNO� 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. Engineefs signature and seal is only for the structural engineering portions of the drawing pages bearing Engineefs signature and seal. W � � pip 9 Q J '] � Of (.DJ U W y! rn n �L I! I vl m L0 CV J 00 CD Ill N -v x 0 J 00 o� I N d a N N E J .o i li 0 0 N 0 0 S 0 a 0 N a c FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 `` P') VARIES / INS 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 -J CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL 1/17 1 5/8"OR 1/2" HIGH STRENGTH ' TRUSS BOTTOM CHORD OR 2x4 #2 SPF TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR / GYP. TYPE X @ BLOCKING @ 12 O.C. w/ (2)12d TOE NAILS (U.N.O 1(O HIGH STRENGTH BLOCKING @ 12 O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR %" GYP. TYPE O @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE 1 SIMPSON SP1 w/ ABOVE) CONNECTIONS. PROVIDE (1) SIMPSON SP1 wl S.P.F. DOUBLE ( ) TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH 8"x8"xl6" NOMINAL BLOCK WITH STUD BELOW TOP PLATE STUD BELOW 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (1) ROW 2x BLOCKING @ MID (12)10d NAILS U.N.O. 2x #2 SPF STUDS HGT. FOR WALL HGT. s 8'-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS - -- _ _ ___ ---- __ - - - - _ - __ . ___ -- SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @MID HGT. FOR 16d TOENAILS T & B FOR WALL HGT. 18'-6". EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) WALI_HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @GARAGE SIDE IF z __ _ ___ __ _ _ SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN -- APPLICABLE. 3/8" MORTAR BETWEEN EDGES, ABOUNDARIES, ND @ 12" O.0 O.C. @ 24' O.C.) @ FIELD SIMILAR AT FOUNDATION ONLY" 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & .� SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS @ 6" MAX FROM END OF 2 x PLATE - 5/8 x 10' J BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND (1) LAYER TYPE II (#30) ( ) 5 6 x 6 W1.4 x W1.4 (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE ELEV. 0'-0" OR 5/8"x10' WEDGE ANCHOR @ 24" UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH _ INCLUDE THE WALL 6 x 6 W1.4 x W1.4 PITCH > 4:12 q ° 2" WillOR FIBERMESH ATTACHMENTS 2" ° f ° ° A.F.F. O.C.)\ WWF OR FIBERMESH (2) LAYERS TYPE I OR TYPE II �- - �- - l (#15 OR #30) UNDERLAYMENT - I I °' . ° ° ' Wf, Q ° ° a ° °° 3112"MIN. 3 1/2"MIN. FOR ROOF PITCH 4:12 OR LESS. -rI I I I I I ° ° ° ° ° ° ° ° a ELEV. -0'-31/2" Z 4 A.F.F. S PRE ENGINEERED WOOD - - q ° ° ° ° ., ° ° „ 2x4 CONT. ° ° ° ° ° - �[� 1/2"(min.)- 4" = o ° . / ° - 1/2"(min.)- 4" TRUSS @ 24" O.C. U.N.O. I - I I FIR ° ° o - -oo P ° G I L' ° ° a ° ° ° N 31/2"(min. - 4" ° T 31/2"(m n.) - 411 - ° -- • HURRICANE ANCHOR @ EACH - I I GARAGE DEPTH VARIES T TRUSS (SEE UPLIFT SCHED.) W/ 8" - I I ° ° 1T[ ITI-I_ METAL PL. UNDER EA. TRUSS ° ° ° - - (2) #5 CONT. 4" "'- 1�4; 8,r (2) #5 CONT. 4" 1-4 8" MOISTURE BARRIER TYPICAL INTERIOR BEARING U.N.O. MIN.U.N.O. I SHINGLE ROOF TYPICAL BEARING WALL STEP 7/16"O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP SHEARWALL(*,_C� @(`CC NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=V-0" SCALE: 3/4"=V-0" "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 SN1 ELEV. VARIES FOR ADDITIONAL SLAB S3 `S3 INFORMATION. [EDGE UMINUM DRIP UMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING "tkSUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C N.O. 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. � E�O9EGJP��� QG5' M EE SOFFIT SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C ,o M�N� J7 SHEET LOAD BEARING OR 2x STUD INSULATION PER FBC AND ENERGY EXTERIOR WALL 8 C.P.T.M.U.STUD FORM SUBMITTED WITH PERMIT / NOTE: 1"x 8"W'X16" KNOCK -OUT (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE SECTION C/S3 FOR BLOCK W/ 1#5 CONT. 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 SIMPSON SP1 w/ G/S3 FOR ANCHOR o " "o METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 5/8"x6" "J" BOLTS BOLT 5/8" x 10" "J" BOLT @ 24 0!C W/ 2 X 3/16' (10)10d NAILS 8" C.M.U. TYPICAL BOLT INFO. 3RD LAYER 1/8' THICK, K.O. BLOCK (IF NO UP LIFT ON PLATE WASHER TYPICAL @ 24" O.C. VERT. OR 2x P.T. PLATE WALL SEE GG/S3 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD TYPE "S" MORTAR ) (6) 1/4"x3 1/4" TAPCONS 20" MIN. LAP [24" MIN. LAP]SPACE ANCHOR 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE #5 REINFORCING BOLTS 6" MAX FROM *SIMPSON SP1 SPACED EVENLY FIBERMESH a w! (10)10d NAILS �, WEEP SCREED INSTALLED BAR TYP 2x P.T. PLATE PER MFR INSTRUCTIONS a END OF 2 o PLATE ARCHITECTURAL #3 OR #4 REINFORCING BAR W ASSUMED FINISHED E L) FINISH q GRADE 40 MIN. Fy= 40ksi J e GRADE ° ' _ � � #3 Q. #4 LAP SPLICE a m 1x2 PT WD FURRING 24" O.C.-/ �" ° Z rn -ffl-AM @ 1#5 VERT. IN FILL P FINISH GRADE 00 M [GRADE 60 MIN. Fy= 60ksi] pZ M q D25" MIN. LAP [30"MIN. LAP]1 1/2" GYPSUM WALLBOARD O MONO OR STEMWALL ° - o CELLS (SEE FOOTING MONO SHOWN - �_ w U.N.O. _ R 1 7/8" FOUNDATION PLAN FOR CLARITY ° ° °O 6 MIL VAPOR BARRIER i I P ; - I - ONS==1 III=III= =III = - �-� = z #5 REINFORCING BAR - (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s V-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.0 W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) E 6x6W1.4xW1.4 WWF OR FIBERMESH ° FOR LOCATI ) - - - - 1x4 P.T. BASE NAILER G c ° (.=1 -1 =1 �� I �- - .11 I=- Z ' I IT 111T - M 05 LAP SPI ICF (2) #5 CONT. 4"x4"INSPECTION �`° =III=III--III _III -I NOTE: ° o _ _ • . -I I� IF PORT AT EACH * g III=III III -III= -III N COMP. SOIL. COMPACTED TO ° 31/4 BASEBOARD FOR BEARING WALL III= I -=III:-III-1 I- ( - _ _ _ FILLED CELL TYPICAL :_ .. - - -i 95% MODIFIED PROCTOR ASTM MIN. 2500 PSI CONC. SLAB W/ UPLIFT ONLY - _.__ ___.-_ _ _ - _ - - - -r 1-11 c� AT GARAGE CONTRACTOR I i = III-III=III I=III-III- I I -III=III III -==III -III D1557) - �- MIN PSI MAY VARY PER TO CUT BLOCK OR POUR -1 Li i_i� I I-_ I -III= I I-111 I. -=III III=1 - it -i 4" 1'-4" MUNICIPALITY. III III ,III III i_� �I i l_� _I I == CURB DUE TO SLOPE CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION K"D� TYPICAL EXTERIOR FRAME WALL FOOTING W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" BELOW GRADE SLAB INFORMATION. S3 SLAB INFORMATION. 00 6x6W1.4xW1.4 ► _ op 31/2" WWF OR FIBERMESH 6 MIL VAPOR _ > _ = Z min. 4" 41 BARRIER u C iv = v GRADE COMP. SOIL. • (COMPACTED TO 95%T m MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. ON #5 R CONT._/V-4" (1 STORY) STD. 90 NOOK (SEE U.N.O. CHAIRS TYP. CHAICHAT4" V-8" (2 STORY) DETAIL) U TYPICAL WALL SECTION rA SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5 Y" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14' PAVERS O.H.D. RECESS z 4" _ SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION, MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13 O.H.D. RECESS N M NC-� 4„ ao SEE A/S3 OR J/S6 FOR REINF. INFO. I t 3" MIN. CLEARANCE V-4" (1 ST RY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS ,J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. lo 1/2" FROM SLAB 0'-0" 0 CONT. BEAD SEALA* INTERIOR °f 4 . -3 1/2" CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB as a E c N- M 6 MIL VAPOR T_ BARRIER - I 101. '-#6 REINFORCING BAR #5 STD. 90 HO ON 3" CHAIRS (TYP.) 8„ #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL W/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 SEE PLAN VARIES 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS ° AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR & LAYOUT DESIGN `I'N • - 7"r1 TOP OF BEAM SEE ROOF PLAN ° M (2) HTS20 FOR STRUCTURAL _ �-� I - ,Tr ' BEAM SIZE & N L a I CONNECTION INFO co I 8 I 2x4 #2 SYP P.T. FRAMING w/ - MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 Z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w 0 SCHEDULE ¢ SEE TYP. WALL SECTION FOR ADDITIONAL a w 6x6 P.T. #2 SYP SLAB INFORMATION. J o w ABU66 SLAB STEP & RECESS S.G.D. M SCALE:3/4"=1'-0" S3 -2X STUDS @ 24" O.C. U.N.O. GARAGE SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" O.C. MASONRY WALL AND PAD FOOTING �-1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL -- EXTEND FILL CELLS TO FOUNDATION PAD -INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. ^ ' ON FLOOR PLAN SIZE VARIES PER PLAN M CONT. BEAD SEALANT 6 x 6 W1.4 x W1.4 i`, WWF OR FIBERMESH T MI w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) ? A JI C7UJI III=III z w o I w T III -_I °• J =1 III= 1 =-1' II I - v = _ �-_ -; z d , 4� 14 INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 i■I COMMUNITY SPECS • . 11 11 Ill I•• ;�• PADREINFORCEMENT_j BEYOND 3" MIN. CLEARANCE • • TAPEREDCONC.PADINFO. SEE SCHEDULE COLUMN FRAMING (CD12 PATIO COLUMN W r a _ < < L. JFe s-a\() \\ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential Bth Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a g Lq NC', C � lJL V J W to a LL u_ a y M M W N a s 0o Z mg� egg a W re r- tD m m ¢ a Wco LL�M Z 'L o o y Cl) U z N Q °� ao❑ 0 a Z IZ V I �- s (p U •O w J � (n N CL- •, W C) 0 Q tO or h9 E a 0 oo a W z Zg z9 oa �_ (0 CL o E o @ �o � S� �Z wJ Q3 t <g N C � N O o Z, Z yJ m Q2 ° O <� U U �N >U) � c I� N _j ^ O � � m cj CO L co .� 2 N r' N I r T E N CV)o z c E O E ui d U _j Q p JOB NO: 20-8078 SCALE : AS NOTED SHEET NO. S3 v LO N S n LO 0 co 0 i m u7 cN N x 0 oo i� i z v g' a N N i x v i r? U U i .o CL I 8. w c� 0 0 0 0 a. o CV 0 0 (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 112" 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 SOLID AREAS ARE STEEL AND GROUT FULL 8 8 16 BLOCK 12 (TYP.) SEE ELEV. HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR INTERIOR ❑ ❑ ❑ x x SIM�SON SP2 w/ (12)10d I FACE OF BLOCK WALL IS 21/4" NAIL AT EACH STUD TO DRAIN (L —DOOR OPENING - --DOOR OPENING — -- ■-®- -DOOR OPENING � 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d 2x BLOCKING @ EACH END W/ 10d @ ❑ ❑F111 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 4 O.C. FROM EACH HEADER FACE EXTERIOR BOUNDARIES 6" O/C EDGES & 8" BLOCKING ) TO BLOCKING WALL CLEAN -OUT A WALL ❑ ❑ ❑ 0/C FIELD (2) 2x HEADER PER PLAN SCALE: N.T.S. S4 ❑ 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP 2x BOTTOM PLATE W/ (1)10d @ 8" 1ST COARSE 2ND COARSE 3RD COARSE CARRIER/GIRDER TRUSS VARIES O.C. TO EACH HEADER FACE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE SIMPSON HETA20 w/ 8 10dx1 1/2" REFER TO WINDOW PRODUCT APPROVAL COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE NAILS AT EA. TRUSS VERTICAL WEB SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. EMBEDMENT 4MANUFACTURER. 2 x 6 (MIN.) FRAME IN KO BLOCK AT EA. STUD MAIN SPAN WALL HEADER DETAIL TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT D MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR S4 SCALE: N.T.S. S4 SCALE: N.T.S. S4 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 12 SEE TYPICAL WALL SECTION (Typ) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR KNOCK -OUT (SEE SCHEDULE) BLOCK W/ (1) #5 NOTCH LINTEL WHERE REQUIRED DOUBLE 2x4 SPF. #2 FOR CONCRETE PLACEMENT 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 UD W/ (3) Od NAILS STUD .' 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 4. IL NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90^ HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE�`�' BLOCKING (TYP.) V—ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. " L 8„ STD. 90 HOOK g" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6-0" WIDE (U.N.O.ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION - 1 _ 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. Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4„ FORM CONCRETE INSET TO 112"X91/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE \010V1017" J \� �\` ��,d w O FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) 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. SCALE: N.T.S. TRACK MOUNTING BRACKET GARAGE DOOR TRACK 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. 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.) 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 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. SCALE: N.T.S. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE n a THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON DOOR STOP PSPN516Z w/ (12)16d NAILS MOLDING Z' TOP 2 ROWS 10d @ 3" O.C. (14 2 x 6 P.T. GARAGE SPLICE NAILS TOTAL) EA. SIDE OF DOOR 48. SPLICE STAGGERED J-BOLT TRACK BRACKET W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'-4' (1) 2) (1) (2) (1)LSTA30 4'- 9' (2) 1 (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR GREATER HEADER T (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 SIMPSON HTT4 TYP. Op OR U.N.O. SEE N/S4 �NG ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. SL� SIMPSON SIMPSON TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL d ATTACH ALL J EXTERIOR STUDS W/ 4�16d 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 J SIMPSON C SIMPSON SP4 SP2 P.T. ATE a TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL SIMPSON SIMPSON SP4 SP2 .f NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSON SP4 TRUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS 'BLOCKING @ EACH END w U 2x TOP PLATE U) 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° o ° • HTT4 w/ (18)10d NAILS (3610# SPF) ° o HTT5 w/ (26)10d NAILS (4670# SPF) ° ° • DTT2Z w/ (8)1/4" x 1 1/2" SDS (1835# SPF) ° o ° • HDU2-SDS2.5 w/ (6)1 /4" x 21/2" SDS (2215# SPF) ° ° • HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (3285# SPF) _ • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (4065# SPF) • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) • HDU11-SDS2,5 w/ (30)1/4" x 21/2" SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT 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 w/ WASHER & NUT HTT / HDU TENSION TIE N SCALE: NTS (:::S4:) SIMPSON SP4 �2X TOP PLATE OVERLAPPING —10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE 2X8 P.T. BOTTOM P TE p 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 a 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ROOF TRUSS ABOVE /— 2X BLOCKING (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL C 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING _4 o o BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) o SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. o 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 J ' VF­-� 7 1 �'/,�• FrOFES3t0C N To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Resldential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a ao o 48 z N N N LL 0> y! aCll O, to J ik lJJ LL LL a ? M M W rn aW tQy (�ZO Z Lro� &6o W N mmm °' o z 0) °' J a. oo "Z Z N Cio-J a 00 El0❑ __... W � z z z N Ln - M CD o zCz (1) fi (13 w U O C _U g EQ U • c in — 0 ti o co z w z M U_ z 0 14E O oS - U mg ~ wj o.O oa z p E ocN go� }z wz A? rn� UUZ mo o f z r1 O GZ o W U 3: Z =� z o ila oU 0 N ` = Lo (, W co N j Y O (L U CO (DC m d. Lo ca O 2 N I T N N rn E N f') = O o z Z rz E 0 E y r m d U _j Q p� 'i JOB NO : 20-8078 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAM1( 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 H1OA w/ (18) SIMPSON SP4 w/ (6)10d x NAILING SCHEDULE FOR TOENAIL W/ (2) 16d NAILS SIMPSON H10A w/ (18) 10d x 1 12" AT EA. 2"x4" OUTLx4OOKER SEE STRUCTURAL NOTES AND 1Od x 1 12" AT EA. 2SEE STRUCTURAL NOTES 1 12�� AT EA STUD (USE BACKNAIL w/ (2)16d NAILS SIMPSON H10A w/ (18) SHEATHING DETAIL OUTLOOKER OUTLOOKER SPA FOR 2x6 WALL USE 10d x 1 12" AT EA TOP CHORD @ 24" O.C. NAILING SCHEDULE FOR OUTLOOKER 24" O.C. @ OR SHEATHING DETAIL SHEATHING DETAIL BLOCKING FOR •' FIRST FOUR ROWS OF a5' 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)1Od W 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 BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 ENDSYPA "L" BRACE TO EXTEND AT LEAST 90% OF 48" O.C. EACH JOINT W/ (3) 1 Od MAX. & (2)10d TOE NAILS @ AT LEAST 90% OF WEB A @ 8'-0" 0/C. 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d • SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROM LEDGER TO 7/16" OSB SHEATHING & (2)1Od TOE NAILS @ BLOCKING ATTACHED W/ 10d EA. END NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" 71 1OdX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA, END TYP. BOTTOM OSB SHEATHING ATTACHED IV Iw/ THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS 1Od NAILS @ 6" O.C. INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD 2x4 PANEL BLOCKING @ 2x4 7' ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FOR THE FIRST (4) FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE ROWS OF TRUSSES FRO @ 48" O.C. MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED EA. END TYP. TOP & BOTTOM ATTACHED w/ 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)10dxl 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 10dxl 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4)1/4"x21/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" 1 EMBEDMENT IN KO BLOCK GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) 1Od NAILS & (4)1/4"x21/4" SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE SP8 FOR 2x8 WALL) 2) SEE STRUCTURAL NOTES OUTLOOKER AND NAILING SCHEDULE 2x4 OUTLOOKER FOR SHEATHIN DETAIL @ 24" O/C 2x4 OUTLOOKER @ 24" TOP CORD O.C. (OPTIONAL - SEE 4" MAX. BLOCKING FOR ELEVATIONS) FIRST FOUR ROWS DOUBLE TOP PLATE OF TRUSSES @ 2x4 CROSS BRACE APPROX. 8" 2"x4" CROSS BRACE 24" MAX. EDGES OF FROM RIDGE FASTENED AT APPROX. 8" FROM SHEATHING TYP. EACH JOINT W/ (2) 1Od & (2) 1Od RIDGE FASTENED AT EACH JOINT W/ (2) "L" BRACE TO EXTEND TOE NAILS @ EA. END 10d & (2) 10d TOE AT LEAST 90% OF WEB LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2"CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2) 16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST 4 ROWS OF () NAILS ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. A@ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD (2) 16d NAILS BOTTOM ATTACHED 48" 2x BLOCKING W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH M 2x4 "T" ON TOP OF PANEL SIMPSON HGAIOKT w/ (4) 1/4"x1 1l2" 1063" @ 4" O/C BLOCKING, FASTEN WITH SDS SCREWS TO TRUSS & (4) 1/4"x3" 10dx3" @ 4" O/C SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12) 10d 2 4 LEDGER MATCH BOTTOM NAILS AT EACH STUD A ( DBL. TOP PLATE CHORD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 SIMPSON H1OA w/ (18) BACKNAIL W/ (2)16d NAILS 1 Od x 1 12" AT EA. 2x4 OUTLOOKER -REFER TO DETAIL J N SEE STRUCTURAL OUTLOOKER @ 24" O/C ON SHEET S5 FOR NOTES AND NAILING TOP CORD X-BRACING, AND TOP � N SCHEDULE FOR BLOCKING FOR CHORD BLOCKING ZD ;0 ;0 SHEATHING DETAIL FIRST FOUR ROWS INFORMATION OF TRUSSES @ 11 1/ " 2"x4" CROSS BRACE 24" MAX. EDGES OF -WOOD TRUSSES APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND -2x4 RAT RUN BRACING 1. EACH JOINT W/ (2) AT LEAST 90% OF WEB AT 24" O.C. ON TOP OF 10d & (2)10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 NAILS @ EA. END GABLE TRUSS TRUSS SPANS ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" FI 48" FOR THE (2)16d NAILS OSB SHEATHING ATTACHED AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF FIRST (4) (4) ROWS OF W/ 1 Od NAILS @ 6" O.C. OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. r ES AND 12" O.C. FIELD 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & -,,E . JACK TRUSS 0/C w/ (2) 16d TOENAILS @ EA. END NOTES: BOTTOM ATTACHED _ ==<s, 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 _ <,CONNECTION MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY)DQ 1 1- -ARCHITECTURAL FINISH 21 ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL 2x4 "T" ON TOP OF PANEL V OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" 0/C (2)12d TOENAILS EXT. WALL CONN. a� COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF''. NON - LOAD BEARING LOCATION B.U.C., SAME NUMBER OF ROWS, SAME SPACING) D SECTION g � SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. _ 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)10d PER JOINT 1INIMUM 2x :ROSS BRACING SEE PLAN OR OCAT ONS) 1 Odx3" O/C @ 2rrx4' TOENAIL 6" O/C RUN W/ (2)16d TYPICAL (2) 16d PER NAILS JOINT L- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. SCALE: N.T.S. SrJ 1 GABLE TRUSS "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 GABLE END BRACING DETAIL S5 CONT. BEARING MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES S5 SCALE: N.T.S. SrJ 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 IV BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAM1OKTA w/ (4) 1/4"xi 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) z W BRACING w/(3) 10d x 3" AT • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM It--- MASONRY WALL 2x4 BLOCKING 2x4 'IT" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL(aS5:) 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C— TYPICAL GABLE TRUSS WEB —/ SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE 7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. @ NON -LOAD BEARING LOCATION (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"4" (U.N.O.) "L" BRACE 24" 010" - 3141 T-0" - 6'-0" 6 4' & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1 Odx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SIDS SCREWS TO PLATES (TYP.) —GABLE TRUSS % CONT. BEARING GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. q o °C CORNER JACK 0 Y � U fr w Z Ir O U HIP FRAMING REFERENCE PLAN 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL Tim /TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION r�� ���� S+O`y�\\\\ rl/,,q 1 f I I z W1'"`vS To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Flonda 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. La s} J C N n°i #0LL 'n J W In r u uL a . _ e1 W�to\ic,7 ii ° a13 _jZ O � Z L 0 O ,m W m° N�-o ¢ 2 a LL o LL o N M �_j N Q U 00 ❑❑❑ W F � z z� z Q N V) C1 V , l W •U ° —� O W Nc— I c N 9 Q � -6 �0 s eo O J a 0.F. zo , Ea E E U �� 5' . Oa �� Z _ O N i az g ao O Z w �z ,,- I0 00 C c C � U NO mi O z 4w z J a ° 1z W 3 3 $ LL2 �° dz 20 01 v 2N o 3 > Lo \ /co m U •— C 1� CN Y O U CO LO ' c O .� = N T N = r N E M = o Z E O E 77 v c c d U Q 0 JOB NO: 20-8078 SCALE : AS NOTED SHEET NO. S5 L n 1 1 _ Ll.. l.. (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. 12 PRE ENGINEERED 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 SEE SOFFIT SHEET NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS I ATTACHED WALL SHEATHING TO 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" O.C., 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 FOR MORE INFO w 16" O.C. 2X S.P.F. STUDS _ W/ (4) 16d TOENAILS TO TOP PLATE 7/8" 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/ 10d W LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD w = INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W CHART ON FLOOR PLAN OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOF t R AN AREA 5 1000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL S6 S6 DIVIDE THE CONCEALED SPACE INTO APPROX. EQU AREAS. FLOOR SYSTEM ETAL SEAT ER PLAN 0 OR FELT PAPER FOR MOISTURE BARRIER 1 IIII 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 BLK. W/1#5 ROD CONT. FILLED CHART ON FLOOR PLAN SOLID W/GROUT NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON LSTA24 STRAP w/ (8) 10d 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 BAND JOIST *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. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS FEND SHEATHING TO )F BEAM OR GIRDER ITE W/ ' O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL 'IT" AND CORNER DETAILS N SCALE: N.T.S. S6 E S6 FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) c� v 4"x4" INSPECTION PORT AT a EACH FILL CELL TYPICAL 1x WD FURRING @ 24" O.C. a AT GARAGE CONTRACTOR 2ND FLOOR FRAMING -SEE BASEBOARD N TO CUT BLOCK OR POUR SECTION J/S6 MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE DECKING ATTACHED WALL SHEATHING MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH TO BOTTOM PLATE/CHORD W/ 8d � MUNICIPALITY 4"to 6" BELOW GRADE @ 4" O/C, 2 ROWS STAGGERED C C .. °. iv ... 4 ,4 FINISH GRADEdd i;o FLOOR TRUSS SEE FRAMING PLAN co � — FLOOR TRUSS — — — 6x6 W1.4xW1.4 —_ , . — — — °`? a •a SEE FRAMING PLAN WEEP SCREED INSTALLED PER MANUF. I I . a Z WWF OR FIBERMESH I •, ° — I—I� -r 2 ° . T 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" I I I O/C FOR THE 1ST 2'-0" OF NAILS @ 2 " S 1 _PffSTD. 90'HOOK �'R�� END WALL W/ (2)1 Odx3" @ EA. M NI 4TOEMBEDMENT (3) # 5 REBAR ON 3"CHAIR 4" 1'-81, (SEE DETAIL) END INTO 2"x4" BLOCKING IN KO BLOCK W/3" MIN. CLEARANCE TYP 2-STORY WALL SECTION J SEE DETAIL 2/D2 FOR MORE INFORMATION SCALE:3/4"=1'-0" S6 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3l4"=1'-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1 2"x BOT. PLATE (2) 10d @ 6" 0.( PRE-ENGINEE FLOOR TRUSS 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)10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK FLOOR CONNECTION B @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=1'-0" S6 FOR ADDITIONAL INFORMATION. RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=1'-0" S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ (1) ROW OF 2x BLOCKING @ MID GARAGE SIDE IF APPLICABLE HGT. FOR WALL HGT.:S 8'-6". (2) ROWS OF 2x BLOCKING @ 5/8"DIA. x 10" "J" BOLT W/ 8" 3rd PTS FOR WALL HGT. > 8'-6" EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10) 10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH T - T 11 1 (3) #5 CONT. ON 3" 8 l 1'-8" 8 I CHAIR W/ 3" I CLEARANCEMIN. INTERIOR 2-STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=T-O" ADDITIONAL SLAB INFORMATION. S6 15/32" OSB -- EXPOSUREI SHEATHING PROVIDE BLOCKING AS REQUIRED PER SECTION X-X IF NOT FULL HEIGHT SHEET G FLOOR SYST M 2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 4 FT- 4 FT. ® O 2 5 FT. 4 FT. O 5 FT. 4 FT. O2 O OI 0 0 4 FT. 4 FT. Q O O 2 4 FT. ROOF NAILING ZONE DIAGRAM S�cF �OW N 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.) (2)- 2x TOP PLATE BEYOND I 15/32" OSB EXPOSUREI Iz F SHEATHING SOLID 2x rn BLOCKING @ ALL o C C SHEATHING 00 EDGES (SEE OPENING SE TI N X-X w a U C 4 XFq � W x E - ui 2x STUDS BEYOND. SEE PLAN o U) ROOF NAILING SCHEDULE NAILING ZONES (SHINGLE AND TILE) w ZONE 1: 8d RING SHANK NAILS @ 6" O.0 ON EDGE AND 6" O.0 IN FIELD ZONE 2: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD z z_ ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD (7 i (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING LLO Q SHANK NAILS) = NOTE: U ROOF SHEATHING: (APA RATED EXPOSURE 1) 112" PLYWOOD f (TILE) OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 w LL�11 O¢ S SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH rD PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO z r- LL W STUD AND OR BLOCKING AT ALL EDGES. N M O LL = 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 3/8" SPACING S 3/4" S 112" ® — S 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING 0 NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL Q NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W18d COMMON NAIL © NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL 0 NAIL INT. AT 3" O.C. W/8d COMMON NAIL 0 STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. W/8d COMMON NAIL SHEATHING SPLICES @ HEADER - NAIL SHEATHING TO HEADER W/ 8d COMMON NAILS @ 4" O.C. QG (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 2 1/7' • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 118". 0 rc_ WALL SHEATHING INSTALL. S6 &NAILING SCHED. 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR iR-1 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 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL (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 1 1 C • M-1I1=115I11=1I ° 1-1 I I Md 1 11111111111111111 A ; • V114 A. III-1 11 (3) # 5 REBAR ON 3" CHAIR 4" 11-81. M S6 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 ��x�lC�J►E�1 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS I STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1' 4' 1 2) (1) (2 (1) LSTA30 4'-9' (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 wl (10) 10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE L r -III=1' 4 z W/3" MIN. CLEARANCE ALTERNATE FOOTING @ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. u O�'UNrA���°°°/r c� „n o• X r ,11,11111IgIIkW'\v\ 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 F Q o 8 O N J 'K-0LLLLa Qi�M � � to cLLLL a = �v� a' ? o mcXt- t m o tY m 0 m a 'j ILN CO N Z O Ix 0 Ln N enV °U z off❑ 0 z z z CD � V V) N (D t'p w •U 0 w s N c� r Y ,,:P:45ti:4 U w U � c Q M • �0 s�o C:,J N Q E O ao �Is ?e V ~ �g �az wa log z o E N o �g pz aUj L o 6 O �0z m 0 zC N _j 3 3 O� ¢zo fy U �p _� ; o cfl �t za a Q3 0 �N = > Ln NN I.L � \W / 0 Y N Q C U CEO ca LC:) . r N . N � d M N M ` y o o Z Z C E 0 r f6 a E U _j Q p JOB NO: 20-8078 SCALE : AS NOTED SHEET NO. S6 3 ,o m LO Cq N c v x 0 0 J 00 co I N x m r- LO N 1> v N 0 00 co 0 i N SCALE: " = 1'-0" THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS C/'1� 10I01IM: AAIr% OI IAI IAICn0RAATInKI 2X4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS VVFILL 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 A FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN" 1` AND 4" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER 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 3YP CUT TO FIT %RS IN WALL ---2x12 SYP B BEARS IN WALL x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 C —2x6 SYP tCONC DE MOISTURE CTION ATTACHTS 2x4 SYP BLOCKING OF STAIW/ I" X / AND NAILED TO FLOOR WITH GLUE FOR STRAP 2x4 PT NOTCHED INTO STRINGER 2" TAPO.C. (SIMPSON MTS12 w/ AT STRINGER CONTACT POINTS \ (14) 10d x 1 1/2" NAILS) ATTACH ALL COMPONENTS 1x4 / OF STAIR TO CONC. W/4' X NAILED TO STRINGER / 2" TAPCONS @ MAX. 32" O.C. / �I EW "A" SECTION VIEW "B" SCALE: 1" = V-0" SCALE: 1" = V-0" ALIGN THIS STUD WITH FACE OF 2nd RISER 6'0 / 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH G-1y TOP OF STRINGER �K'� STRINGERS E2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ PT NOTCHED INTO STRINGER (14) 10d x 1 1/2" NAILS) D NAILED TO FLOOR WITH GLUE STRINGER CONTACT POINTS \ SECTION VIEW "D" SECTION VIEW "E" FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = V-0" PLYWOOD •2x SYP CUT TO FIT BEARS IN WALL —2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = V-0" 2x4 GLUED AND NAILED SECTION D-D SCALE: 1" = V-0" 3/4 PLYWOOD ON DECK 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 1'11�x8 SYP GLUED BOTTOM, GLUED AND 1/2" NAILS) AND NAILED TO NAILED TO STRINGER FRAMING 2x4 DRAFT 2x12 STOP TREAD 2x12 TREAD GLUED GLUED AND AND — NAILED\ i NAILED 2X4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE -AT - STRINGER CONTACT POINTS L x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING 1x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE: 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE STRINGER CONTACT POINTS -7 2x8 SYP DRYWALL STOP MUST LNOT TOUCH STRINGERS x GLUED AND NAILED TO STRINGER J/ FOR DRYWALL SPACING E SECTION VIEW SCALE:" = 1'-0" SCALE: 1" = V-0" -3/4 PLYWOOE ON DECK --2x8 SYP GLi AND NAILE1 FRAMING 2x4 DRAFT STOP 2x4 BLOCKING C —� 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" = 1'41 FLOOR TRUSS OR CONN. TO BOTT GIRDER, FIELD VERIFY OF NEWEL POS' (2) LAYER J" EDGE GOLD OSB OR PLYWOOD OR 1 J"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = V-0" F SECTION VIEW SCALE: I" = 1'-0" PER CONTRACT 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 11 X1 7 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = V-0" JOINT -TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, JD NAILED TO WALL BELOW :L POST LET INTO ILOCK IDE KING 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 D OR 3 2X BLOC NG RIS R VARIES ECTION VIEW "H" SCALE: 1" = V-0" FLQ IYOFESSIOt� \\� 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 - Residentlel 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a018 �Nr- :�I N 0) N _j O co y it 0D , r- :12 u- LL a. 7 a ul INiI U. a � z 00 � m � L 7 = N O r0 tD m W �20) a a W d o h & Z U O J z a °"IL z ❑❑❑ W z� zC.W ¢ Q — N M V, z I CD }� N LL v_$ w )_.0 V) m Ly ¢ Y N OD M so� cxj E o a E O F ­° wi Z� R. _® oa �o z E o �° g z0. j �m g� 'a0 J ` sz � o z go W 2z CD � g V 0I1 U i .2 N = 0)L T W �o '— co I�co N N Y N 0 n�' s U CO LO '� cn = N N r a� m C") ` N O o Z z O t— E M c a v 0 � JOB NO : 20-8078 SCALE: AS NOTED SHEET NO. ST m L0 r- N C a> v 0 J 00 i� N i m r- L0 N CY c x 0 J 00 I 0 z C N i 3 Q N N E E 0 x g J fi CL L� N 0 S a 0 0 0 x 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 ( 14 1/2" DRYWALL 1/2" DRYWALL DOOR JAMB REFERr"�l UNACCEPTABLE INSTALLTION , DOOR JAMB (REFER TO PRODUCTTO PRODUCT P.T. TO PRODUCT APPROVAL PROPER INSTALLATION MAX.M'�(8 DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" O.C. FOR CON APPROVAL FOR CONN. � APPROVAL FOR CONN. /j% 1x4 X 4 E:C #5 REBAR P,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 1x4 P.T. FURRING3-1/4" LONG X 3/16"� FURRING 3/16"� X 3" LONG % FURRING (2) ROWS 3/16" x 3-1/2 #5 REBAR AND NAILED W/ 8d COMMON @ O.C. EDGES AND 12" O.C. FIELD O. BOTTOM PLATE W/ 8d D 4" O.C., 2 ROWS STAGGEREDTAPCONS TAPCON 16" O.C. & TAPCON. INTOSTAGGERED @ 16"@BLOCK@ (TYP,)6" SPACING „ O.C. 2-ROWS INTO ..FROM EACH END w/ M. 1 DETAIL 2" EDGE DIST. ATTACH 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL 1x8 w/ (2) ROWS 8d NALS �� 3 DETAIL j STD. 90° HOOK TYP.) STD. 90^ ` �I ( @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. FILL D CELLS HOOK (TYP.) BOTH FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. TO PRODUCT JLJ METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL EACH END W/ MIN, TO PRODUCT APPROVAL FOR CONN. 1x4 / i LAP SHEATHING TO DOOR JAMB (REFER 2" EDGE DIST. APPROVAL FOR CONN. % 2x8 P.T. w/ (2) ROWS 3/16" TO PRODUCT %�� APPROVAL FOR CONN. ,,, �, x 3-1/2" TAPCON @ 16" 1x4 BOTTOM OF BAND JOIST TYPICAL . - 2 ROWS 3/16" x 3-1/2" '/% %'/' O.C. & 4" FROM EACH TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRINGSIMPSON NOTC F� @ FIRST COURSE HGAMIOKTA @ 12" O.C. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ ' t2" ` - w/ (4) 1/4x1 1/2" SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 I ` INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK STAGGERED @ 12" O.C. 3-1 /4" DETAIL 2x DETAIL 2 1 /4" DETAIL NOTCH WEB AT THE ' +5" FIRST 2 COURSES ` - BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION KH"� RETROFIT FOR MISSING EMBEDDED STRA SCALE: N.T.S. SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T. J SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON ( 1 1/4" MIN. A -A = 1610 # FOR 2 STRAPS FILL 1st 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8" SOLID W/GROUT it 1 PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 3 1/4" TAPCONS BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4) 1/4"x1 1/2" SDS 1/2" DRYWALL * SCREWS & (5) 1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) , 2 x 8 45" DIAGONAL (4) 10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. OR CONTACT ENGINEER I RECORD FOR . FURTHER INSTRUCTIONS. SCRIBE (NOTCH) FACE OF ARCH W/ (3) 10dBRAC NAILS BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL OVERHAN , CONNECT W/ 8d NAILS BRACE/ BLKG, N.T.S. INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB PROVIDE TAPCON WITHIN ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4" MIN. OF BRACE INSTALLATION DETAILS A 2 X 4 #2 SYP SCAB TO SIDE OF FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO 2-6" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED W/ 3 #6 X 4'/�' ) () WOOD DOUBLE 2X4 SCAB FOR 2 -6 TO 4 -O O.H. " NOTE: FOR OVERHANGS LESS THAN 3l4" - NO REPAIR REQ'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL (2)10d NAILS @ 8" O.C. ARCH DETAIL J 4' MAX. RAD. (CENTERED) w/ � USE (1) SIMPSON 1/2" HD TITENMIN. x TO TRUSS TOP CHORD O�ERygN 4" EMBEDMENT AT 16" 0 C �FN 11rr -O 5 -O" SCALE: N.T.S. SS 12 + + GT N PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS • �'� �� �� �� B B WITH 1/4 x 31/4 TAPCON (1 1/4 MIN. ROOF SHEATHING ATTACHED ' + REQUIRED >. /4" MAX EMBEDMENT INTO ) PER NAILING SCHEDULE ALL TRUSS TO SUPPORT + • �: ° #5 BAR 2'-0" 8" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5) 12d NAILS SIMPSON i SOFFIT + + . , 1.o p 1'0 • D.` • . .. . ° CENTERED W/ BLKG. &BUCK 2X6 TO 2X4 H2.5A w/ (10) 2X4 SYP ... > • '4 IN TOP 4 1 X 4 FURRING 8d NAILS EACH TRUSS . d . KNOCKOUT / N CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10d CONNECTOR �� NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE B PROVIDE (2) MIN. PROVIDE 2x CONT. W/ (3) MONO FOOTING •' . ° ° VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SIZE AND REINF. PER PLAN BRACE EXCEEDS 24" BUCK - 1 WITHIN 4" ( ) JACK TRUSS PROVIDED BY SEE LINTEL7 SCHED. AND SECTION DETAILS LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 • N FILL 2 x 8 VERT. BRACES INSIDE TO ALLOW FOR INSULATION () ARCH #2 SYP @ 24" O.C. ENTER SO IT DIRT 4 z TO BE INSTALLED BUILT UP PLWD. BUCK - - "MAX SEE PLA PRECAST LINTEL • ° STANDARD N SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION e 90' HOOK #5 BAR IN .' TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4'/z' WOOD FOR OVER HANG FILLED CELL, -. . -., - -. , 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC ' 4MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") 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. �. ,. �... f �... ,. � . �. �.VK ANCHOR INTO ARCH BLKG.KSTEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS ARCH DETAIL K e-B SECTION @ ENTRY rL_�� SECTION @ ROOF EXTENSION M REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" = 1'-0" SS SCALE: 3/4" =1'-0" SS SECTION DETAILS SCALE: 3/4" = V-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION, ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D)SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR SIMPSON HTT4 w/ (18)10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY t 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER "SQUEEZED" W.W.M. AT PERIMETER 1/2" NAILS TO STUDS & (1) - COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. 5/8" DIA. ALL THREAD ROD #5x6' EMBEDDED INTO EXISTING BOND BEAM PER ANCHOR E INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 a. PANEL ) g OCCURS TOP WITH MIN. 3" EPDXIED w/ SIMPSON "SET" z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. THE SAME SPACING ( REINFORCING COVER 6'-0" EPDXY MIN. 6" EMBEDMENT & \ ` SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER 3"MIN. EDGE DISTANCE ¢ FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS. RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP "' NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE , o A THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL A w a REINFORCING AS FOLLOWS:• . ILI SEALANT PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. o e #5x6' EMBEDDED INTO * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ > ° = J� ? 3 EXISTING FOOTING (2) #5x6' IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL cn CELL SMOOTH. DO NO FURROW. e A \ \ CVFILLED DRILL 3/4 x5 MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE >. e SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6"MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: N ° ° M \ 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. g 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 \ t (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16"MIN.or COVER EA. WAY rA SECTION I) 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. l"a \%JWie��rialf� P t_ "e A Uj rmllltti 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. W o N it 4 N 81 N J V Y � yC � Cp LL 07 th J W fA N LL LL n. . M c h W r A a c Lu LL ii a (L W IC I m J W 0 MO_jO' o CL IL WE Ln Cl)Z 6 0EQ N Q U 0 .�.r Z OU OOP W 0 � z z z N U) z U)cl) 4-1 G ) 0 w 8 Ln C y LTJ '0 : v Q 0 N oZ U_ E _g U, �O Q O E v wQ o a CU ~ C E 1� O ¢ UO p ¢U Z O d ~ az az ru �_� a W mo 'LL z � J 3 b az Z ° X3 d3 s °z � W >y T 3 U 1 N� r CD a � ZI4 o� U �i �N 0 = > Ln al W \ al co U Cfl LO (0 V .� _ N r N C) I � � r' E M c N M p 0 Z E O y r E m a U Q p JOB NO: 20-8078 SCALE : AS NOTED SHEET NO. SS m N m x C) J 00 I 0 i m I\ N x 0 J 00 i c a� c 1V- d N 0 1.2 g Lr_ 0 pU U i 0 i ,o N 0 0 a 0 0 0 V) (n CROSS BRACING DETAIL (TYP.)r1 SCALE:NTS TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS - COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS YY/ G- r Vu ` LP%li1 I I rIIJJJ YY GU 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 W3 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. WM SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE — TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. N TRUSS SSES (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE:NTS HIP G.T (2) 2x8 #2 SYP wr O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY 2 MASONRY WALL 4 SCALE:NTS SIMPSON LSTA18 VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) w/ (12) 10d NAILS CENTERED AT SIMPSON HUC410 w/ 1 6d INTO HEADER & (14) (1 SEE PLAN FOR CANT. 10d TOP & BOTTOM SPLIT TO TIE 16d INTO BEAM - SEE OR SIMPSON H2.5A w/ BEAMS TOGETHER ROOF PLAN FOR MORE (10) 8d NAILS INFO COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( SEE FLOOR PLAN FOR COLUMN SIZE & BASE-7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON SC EDULE/PLANM OPTION B CONNECTION INFO OPTION C SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. COMMON BM. TO POST ATTACHMENT A � A SEE PLAN FOR SCALE: 3/4"=V-0" BM. SPLICE OVER CENTER OF POST JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE —SEE PLAN FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL db ENTRY FRONT WALL SCALE:NTS 2x4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT —� EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED w/ (3) 10d PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. 191 DIAGONAL 2x8 #2 SPF RIDGE BEAM AT 8'-0" WOOD SIMPSON LUS26 w/ (8) 10d NAILS MAX TRUSS �C •?IC 2x6 #2 SYP RAFTERS FOR SPANS 4FT SIMPSON MTS18 w/ (14) OR IF 2 PLY TRUSS SIMPSON TO 8FT 2X4 RAFTERS FOR SPANS LESS 10d NAILS TYP. U.N.O. SEE PLAN FOR SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d CANTILEVER IF MTS18 w/ (14) LEDGER AND J/S6 FOR MORE INFO. SEE FLOOR PLAN FOR INDICATED VERIFY WITH PLAN FOR COMMON TOENAILS TO TIE BEAM COLUMN SIZE & TYPN�INSO 2X10 #2 SYP CONT. LEDGER w/ (3) — LOCATION AND DIRECTION ADDITIONAL INFO. 1/2" X 41/2" LAG SCREWS ATTACH 2X4 CONT. AT CONC. MASONRY (IF PARALLEL SEE 2/D2 FOR T & B CHORD STEEL OR WOOD (WOOD COLUMN SHOWN) LAG SCREWS INTO END OF EACH BEARING SUPPORT — MIDDLE FLOOR TRUSS, 24" O.C. MAX. (AT7 BLOCKING INFO) L EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) A -A ALTERNATE BLOCKING CORNER SEE FOUNDATION SECTION AT LOW ROOF 9 DETAIL @ INTERIOR BEARING 5" 3 PLAN FOR MORE INFO SCALE:NTS WOOD TRUSS SCALE:NTS COMMON B M . ATTACHMENT 18 PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE: NTS SUPPORT WHERE TRUSS DEPTH EXCEEDS TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT SCALE:NTS OIL VARIES -2J / / ���T�/A7— 2x ROOF SHEATHING SEE 1/S5 FOR w/ IM 1 ( ) ATTACHED PER � ADDITIONAL SEE PLAN FOR � w/ SIMPSON SP1 w/ 10 10d 2x4 #2 SPF BRACING @ NAILING SCHEDULE OUTLOOKER ��dON CLS AT NFO VALLEY TRUSS NAILS (1 ) BASE 1Od NAILS ATTOP SIMPSON EXTERIOR SHEATHING SP2 w/ 12 10 16" O.C. W/ (4) 12d —`/(— COMMON TRUSSES. ATTACHED PER INFO. 2x BLOCKING BETWEEN STUDS TOENAILS TO TOP —►�— SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON NAILING SCHEDULE _ - TO TRUSS W/ (2) 12d TOENAILS PLATE & (2) 12d END MIN. 2 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS EACH END ( BETWEEN TRUSSES SPF STRUCTURAL SHEATHING NAILS TO TRUSS \. O � � ' ATTACHED PER NAILING TOP INFORMATION. AT BASE SEE J/S6 FOR GABLE (2) 12d NAILS TO EACH VERTICAL BOTTOM CHORD LOW ROOF/WALL STUD SCHEDULE PLATE MORE INFO, y TRUSS ) r� SHEATHING ATTACHED _ VARIES SEE PLAN h PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d VARIES W/ N 2x4 BASE PLATE W/ NAILS @ 16" O.C. ALONG W/ ROOF SLOPE FOR WALL LOCATION SIMPSON LSTA30 w/ 1/2 PLYWOOD ' - SIMPSON MTS12 w/ (14) 10d x 22) ( 2 16d NAILS TO r l 1 1/2" NAILS TO BLOCKING 10d NAILS OR WOOD WALL ' ` . SIMPSON MTS12 w/ EACH COMMON r >'j BELOW @ 16" O.C. TRUSS/ FRAMING r OR TRUSS. 2X4 CONT. W/ (2) _A ' `�� MIN. 2x4 #2 SPF STUDS @ (14) 10d x 1 1/2" NAILS TYP TOP &BOTTOM j SEE PLAN 16d COMMONS 1 16" O.C. W/ EXTERIOR TO FLOOR GIRDER NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C. f: r STUD TYP. T&B HET O 6Rw/ 9) 10dBE1 O 2 NAILS @N PER NAILING SCHEDULE & • PLYWOOD (3) 12d TOENAILS TO a, n TRUSS OR SEE PLAN FOR PLATE BELOW MASONRY WALL FLOORING 4'-0" O.C. TO GABLE TRUSS ROOF SYSTEM TOP OF WALL OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER SEE TRUSS PLAN (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR TO GABLE TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE 16" O.C. MAX. �' SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) SHEAR TRANSFER INFO. �� SECTION @FLOOR FOR CONNECTION CONNECTIONS TO G.T. 16d NAILS AT EACH END EXTERIOR. WALL 7 SECTION ENTRY s CONNECTION 22 SECTION AT HIP GABLE 12 SECTION @ BUMP OUT 39 SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS DETAILS & SECTIONS ' CJ � ��✓ 4 L ?�✓ (✓ Af. `� ' t�CA. ems:'ok0FESS1Oj� /"I//Illllit, 10 \\ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential Bth Edition Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N N it o C G Q (0o " N 04 u LL C— J * W a I Of � a w co w 13z JLLLL °' K 0? O i t ro r o x M o �'�2G M. m CL ILz 0 N O N N . Z U a z ooa W L Z z Q Q CD 9 Cz �4--d �O co s '3 03 .1 � • U o co <C r__ o a z M S zo f LJL o� yo z® � oa oar �a a s z Z O N i a o a� Y 10 J b f N Z W) o ja ao O oV 6I< n 0 3 2N 0 = > Ln � m W m 0 • c co I� Y N ^^C'' U (0 Ln co o d) LO T o N T � CDZ o E C)E a 8 U .° cc ¢ p 0 JOB NO: 20-8078 SCALE : AS NOTED SHEET NO. D 1 Cl` ISO L0 N 0 v v _ 0 00 b m n N n J ono 00 I O _ Q N N 0 0_ FT d E 0 0 J cZ E E �I .o a a 0 N 0 Q S 0 a N N 0 v (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT (1) SIMPSON LSTA30 w/ (22) 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. IN EXT. SHEATHING MASONRY WALL � BELOW AND ALT. CONNECTION. 2x CRIPPLES @ 16" O.C. (2 ) 2x SPF TOP PLATE FLUSH W/ TOP BLOCKING INFO (A !7T SEE PLAN FOR CONN. W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN SEE FOR 2 OF MASONRY 818d BLOCKING NAILS T/B FLANGE 0 1. APPLY SUB (3) 2x # SPF (2) lOd TOENAILS AT EA. INTERIOR HEADER DETAILS LO 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 11 8 O.C. EACH SIDE OPENING WIDTH 4 FEET. EXTERIOR HEADERS 2x4 CONTACT U.N.O. ON PLAN IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. • • •; SURFACE q 2x4 #2 BLOCKING Q THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x FLOOR SYSTEM SEE PLAN NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST OR FLOOR TRUSS FOR B 2x4 SIDE BRACE AT 48" O.C. BETWEEN JOISTS 2X CONT. RIBBON EXCEEDING 6 FEET. A SIMPSON LS30 w/ (6) 10d x 1 1A CLIP IS TO BE INSTALLED AT EA. END SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" CLIP EACH SIDE _MIN (3) 2x #2 SPF STUDS @ END OF •• CORRECT BLOCKING w/ (3) 12d EA. END HEADER SEE Q/S4 FOR REQ'D JAMB •°• G.C. VERIFY INTERIOR 1/2" GYP. BOARD OR (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d EXTERIOR STRUCTURAL REQUIREMENTS 1-1/8" RIM BOARD TO HORIZ. "' BLOCKING TYPICAL BLOCK WALL FLOOR DECK 2x CRIPPLE AT EA. END OF OPENING INFO SIMPSON LSTA30 w/ (11) 10d CENTERED - SHEATHING 7/16") FLOOR TRUSS/ NAILED TO STUD TO STUDS ABOVE PLATE NAILS & (4) 1/4" x 2 1/4" TITENS (MIN. ON FLOOR SYSTEM TO MASONRY WALL '°' '°' VERIFY W/ PLAN BELOW. IF WOOD WALL IS BELOW USE 2 () 8d NAILS 3" O.C. @ WALL SHEATHING :-.> �:-,; JOIST SEE PLAN (2) 12d TOE NAILS TOP " (2) SIMPSON MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 I -JOIST SEE PLAN TIE BEAM PACK w/10d NAILS / @ 8 ° C FLOOR DECK FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON MSTA36 STRAPS w/ (26) 10d TO RIM BOARD r:- = =-'% & BOTT. CHORD „ 1/4 TITENS SIMPSON LSTA30 FROM NAILS (G.C. TO INSURE SOLID BLOCKING ;-::.- AJS BLOCKING PANEL @ 24" WINDOW JAMB TO IS INSTALLED). SCALE: N.T.S. =^" O.C. (MAX) AND @EACH PROVIDE BLOCKING FLOOR TRUSS/ SOLID SCALE: N.T.S. GABLE END RIM JOIST ,I' END OF WALL UNDER BELOW JAMBS BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE SEE SS FOR RETROFIT SEE R/S6 FOR CORNERS FOLLOWED IF DOWN SET OR BOX HEADER IS USED CONNECTION IF MSTAM36 CONNECTION INFO TO (2) - 10d TOE NAILS OTHERWISE DETAIL CAN BE IGNORED SECTION CORNER CAN NOT BE INSTALLED MASONRY WALL EACH SIDE FRAMING ATTACHMENT BLOCKING DETAIL 2 GIRDER/COL. CONN. 2nd FLOOR 3 HEADER CONN. 2nd FLOOR 4 1 SCALE: N.T.S. N.T.S. SCALE: N.T.S. SCALE: N.T.S. SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR AO SIMPSON SP2 w/ (12) 10d 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. (2) 2x8 OR (2) 2x6 TOP JAMB STUD NOTCHED AT HEADER LOCATION REQ'D TYP 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. OB SIMPSON LSTA24 w/(18) 10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SEE INFO BELOW ON CONNECTIONS PLATE SEE PLAN OF CRIPPLES IF LONGER THAN 8" TYP. 2 - 2 x 4 SPF C SIMPSON CS16 w/ MIN. 12" END q TOP PLATES O LENGTH ON STUDS W/ (11) 10d 1 SIMPSON LSTA30 w! 22 () ( ) 10dFLUSH NAILS BENT OVER TOP PLATE 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 CLIPS) NAIL BACK LEG OF CIPPLE TO HEADER w/ (2) 12 TOENAILS �- (2) 2x HEADER TO SIT w/ THE NAILS TO STUDS ABOVE & (11) 10d NAILS TO STUDS BELOW. THEN DOWN THE FACE OF (2) - 2X SPF TOP PLATE SEE PLAN FOR SIZEIDE 4 #2 SPF STUDS 2 x S HEADER/ STUDS 2 2x HEADER SEE PLAN ( ) I% 0 x A BEYOND SEE 2 6 / 2x8 WALL O C AT 16 O.C. U.N.O. OD SIMPSON SP1 w/ (10) 10d NAILS INTERIOR HEADER NAILING AREA (TYP.) HEADER FLUSH TO OUTSIDEFLOOR A PLAN FOR HEADER G (2) 2x HEADER 1 2x SILL PLATE W/ 2 12dTOENAILS. O SEE PLAN FOR COL. SIZE CONNECTION SEE PLAN I E 5/8 A.B. @ 24 O.C. AND 6" FROM O „ EACH END W/ 7" EMBEDMENT. IF MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. (2) SIMPSON MST37 STRAPS w/ 42) 16d NAILS ( DOUBLE 2x6 OR 2x8 TOP SEE STANDARD HEADER CONNECTION DETAILS FOR 11 AT STEP DOWN LOCATION, MIN 7 REQ'D JAMB INFO OPENING LARGER THAN 4 ft 2 2x ( ) PLATE SEE PLAN MORE INFORMATION P 2 x S F EMBEDMENT PAST STEP. SILL PLATE w/ SIMPSON LS30 w/ 6 FLOOR SYSTEM OR 11 12d NAILS AT 6 BASE PLATE :/ x 16 O.C.- 2 CRIPPLES °� 10d x 1 1/2" EACH SIDE _ 2 STY. FRAMING O.C. TYP T & B SIMPSON SP6 w/ (6) 10d x 11 �� SIMPSON SP4 w/ 6 10d x 1 1/2 USE PRE-ENGINEERED F () C "� H B C FLOOR SYSTEM O SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 W/ 2 12d TOENAILS T/B () 1 A H END OF 2 Od TOENAILS ATE C ( ) SILL OPENING WIDTH 4 FEET). BAND JOIST & BLKG. 22x#2 ( ) 1 1/2 USE SP8 FOR 2x8 ( 11 WALL) @ 24 O.C. (MAX. OR LVL GIRDER SYP U.N.O. '� EWALL OR BEAM WALL AT EACH STUD AT HEADER / IF OPENING IS GREATER THAN 4, (BLOCK SOLID ) i JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF STUDS ARE w/IN WALL SYSTEM A.B. TO PLATES 11 �V TOP BE SPACED W/IN 6 FROM OPENINGS 2X CRIPPLE AT EACH END OF OPENING NAILED TO STUD PACK W! 10d NAILS @ 8 O.C. FEET BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w! (6) 10d x 1 1/2" IS INSTALLED AT EACH END. TO BE S C SEE PLAN FOR COL. SIZE 2 x CONT. T & B AND MULTIPLE STUD PACKS I HEADER 2 x 4 #2 SPF STUDS B G INTERIOR E O T W/ 2 12dTOENAILS. 1 2x SILL PLATE () () TYPICAL BLOCK WALL PLYWOOD ATTACHED PER NAILING SCHEDULE SIMPSON HTT4 w/ 18 ( ) 1 1 16d NAILS & 5/8 BOX HEADER AT 16" O.C. U.N.O. (2) 2x HEADER G EXTERIOR HEADERS SEE PLAN E F TYP F F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. SIMPSON MSTAM36 W/ (7) 10d NAILS & (4) 1/4"x2 1/4" FLOOR TRUSS/ I -JOIST SEE PLAN TIE BEAM ANCHOR BOLT w/ MIN. 6" EMBEDMENT (2) SIMPSON LSTJ2 w/ (10) 10d NAILS WRAPPED UP AND (2) 2x TOP PLATE 2x CRIPPLES 16" O.C. 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE D TAPCONS OVER TOP PLATE @ w/ SIMPSON SP2 10d NAILS AT BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE PROVIDE BLOCKING w/ (12) - „ SEE FOUND. PLAN FOR FTG. REQ. 6 H UNDER 2nd FLOOR HEADER ARE O BELOW JAMBS .. TOP AND SIMPSON SP1 w/ (10) 10d NAILS AT BASE NOT REQ'D TO HAVE CONNECTIONS. ATTACH STUDS w/ (3) 12d TOENAILS T&B • . • ' SEE FOUNDATION PLAN ,, "PROVIDE (2) CRIPPLES BELOW 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 STUDS w/ (2) SIMPSON HTS20 w/ AND EXTERIOR ATTACHED PER NAILING SCHEDULE HEADER CONN. @ 2nd FLOOR STUDS BE OW (24) 10d x TO 1 1/2" NAILS AT TOP AND BOTTOMCRIPPLES rj FOR EXTERIOR 2 STORY WALLS 6 2 STORY COL. a� GIRDER LE IF CRIPPLES ARE LESS THAN 8" SHEATHING CAN STOP ONCE UNDER SCALE: N.T.S. LOWER ROOF. SYSTEM 42 SCALE: N.T.S. l LONG NO STRAPS ARE REQ'D) SCALE: N.T.S. ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE MORE INFORMATION HEADER STRAPS CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED 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 (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x4 STUDS MIN (3) 2x #2 SPF STUDS @ END OF HEADER FOLLOWED IF DOWN SET OR BOX HEADER IS USED 10d NAILS BENT OVER TOP , USE SP8 FOR 2x8 WALL) @ 24" O.C. 2x6 WALL, PER PLAN SEE Q/S4 FOR REQ'D JAMB INFO OTHERWISE DETAIL CAN BE IGNORED PLATE THEN DOWN THE (2) 2x HEADER SEE PLAN SIMPSON LS30 w/ (6) 10d x 1 'FOR OPENINGS LESS THAN 1/2" NAILS AT EACH END TYP. 4'4" WIDE, SILL MAY BE FACE OF HEADER/STUDS DOUBLE 2x4 ATTACHED w! (2) 16d TOENAILS AT EACH END SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x CRIPPLES @ 16" O.C. TOP PLATE 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 O PLAN MIN (3) 2x #2 SPF STUDS 1 2x SILL PLATE W/ 2 12dTOENAILS. () () EXTERIOR HEADERS 3" O/ A F �T 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE @ END OF HEADER. SEE 1 PLATE W/ 2 12d TOENAILS. 2 xg 2x STUDS @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER Q/S4 FOR REQ'D JAMB 2x SILL () ( ) OPENING LARGER THAN 4 ft (2) 2x 8 T TOP SPLICE tiljN 0p 1 2x SILL PLATE W/ (2) 12dTOENAILS. (2) 10d TOENAILS AT EACH EXTERIOR HEADERS INFO. SILL PLATE w/ SIMPSON LS30 w/ (6) END OF SILL (MAX. OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING IF 2x CRIPPLE AT EACH END OF 10d x 1 1/2" EACH SIDE ALT. HEADER ANCHOR WIDTH 4 FEET). OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON OPENING NAILED TO STUD g IS GREATER THAN 4 FEET LS30 w/ (6) 10d x 1 1/2" EACH SIDE PACK W/ 10d NAILS (2) 10d TOENAILS AT EACH END OF BUT NOT EXCEEDING 6 FEET, SILL (MAX. OPENING WIDTH 4 FEET). SCALE: N.T.S. 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 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 SIMPSON (2) MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TO BE INSTALLED AT EACH END. PLATE ATTACH END OF OPENING CENTERED TAPCONS , ; W/ (2) 10d NAILS @ 3" O.C. 2x4 BEYOND NAILED TO STUD PACK / FLOOR DECK FLOOR DECK AGAINST 2x8 DOUBLE W/ 10d NAILS @ 8"ox.- 2x8 TOP --FLOOR TRUSS/ I -JOIST SEE PLAN PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN STUDS PLATE SEE PLAN FOR BEAM J BELOW JAMBS TIE BEAM 2X CONT. RIBBON 2x8 STUDS 2x4 W/ 2 ROWS PER PLAN SIZE & CONNECTIONS 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 FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL 9 10 �1 SCALE: N.T.S. SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. \\i1111 I I I I 1! I Il/Nz/ `\` n •b J�'•�X, C11 Ul - gF `0Q- 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, a o 8 C N co y� � coLL .r 7;I- N J *Lo W 4)can•-P aQ1 LL U- a c+N] M iy to 20LL� air J u ' g ; O Z � = m W W '`0�2 m ��a,co J o a I LL N ° ° 0O❑ W Z N � Z Z Q Q 4J 9 U •V w Z o 3 O w g �N = w �0 Q o co LL- O �� `a z0 E � CU @ cO E� o� oa gg a3 Z N It 8 �w r � oxZ o LL Z� v' �•� Z Z W U3 _�< ° L CV = >L M W co r CN CN -6O a m U CO ..Lp I� cu V/ 1 _ N 3: r'` r ;; CV rn � E N cY o o Z z E E ; .— o «? m c c FL U -j Q a � JOB NO: 20-8078 SCALE : AS NOTED SHEET NO. D2 >- I IL) THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF '' MASONRY WINDOW BUCK • , , , 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT _ REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME TO WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT WEATHER `RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure t 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 S DO NOl BOTTOI FI enlr-r SELF -ADHERED FLASHING HALF ROUND WINDOW SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER 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 1 Ll1J1 IIIYI] SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- WEATHER VE BARRIER & 2ARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN -� OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOIE UNDER DECKING ED FLASHING (SEE DETAIL WP07) 1� 4SHING WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING-/ r \ 1 0 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK .E AM SELF-ADHER Q V-4" PER PLAN 1'-0" PER PLAN 8" CMU 4"OR8"CMU a (PER SEAT DEPTH) FILL WITH GROUT- :fl V .J SLOPED MUD BED VINYL SHOWER PAN -- - W --, SLOPE -- SHOWER SEAT J .J a SELF -ADHERED FLASHING OUTSIDE CORNER H I Z, I 1�� :5 n - -r - CL a a = ! U) CO (Wj RO W I W 2 � Ir w �° A <n 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 RIM JOIST la WINDOW UNIT FLASHING REQUIREMENTS SLOPE 0.3 in : 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall (0.6 cm : 30.5 cm) include flashing as described in Section R703.4. A water -resistive barrier is described as a material behind an exterior wall covering that is SELF -ADHERED FLASHING 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 EXTERIOR providing a weather -resistive barrier, insulation, or for aesthetics, including but not limited to, veneers, siding, exterior insulation and finish CEMT. FIN. systems, architectural trim and embellishments such as cornices, soffits, and fascias. BUILDING PAPER WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and IN building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.7.3 Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual F Q layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater 1 SELF -ADHERED FLASHING SILL/ 1 than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or CEMT. FINISH POTSHELF/ CHIMNEY SHOULDER designed drainage space. R703.4 Flashing. Approved g pp g p entry g. pp oved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent ent of water into the wall MECHANICALLY FASTEN IF RUBBERIZED ASPHALT RUBBERIZED NEEDED IN CORNERS ADHESIVE INSTALL INSTALL SELF -ADHERED SELF-ADHERED HEAD ASPHALT ADHESIVE THROUGH SELF -ADHERED cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with FLASHING, SEE FLASHING SELF -ADHERED FLASHING AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or FLANGED WINDOW (SEE DETAIL WP01) ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard SCORED as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing RELEASE PAPER shall extend to the surface of the exterior wall finish. Approved corrosion resistant flashings shall be installed at the following locations: SELF -ADHERED FLASHING, _`■ (BEFORE FOLDING, SCORE 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall EXTEND A MINIMUM 6" VERTICALLY FROM RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings BOTTOM OF shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the THRESHOLD 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 2 for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 5 1.2. In accordance with the flashing design or method of a registered design professional. 4 1.3. In accordance with other approved methods. 1 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 7 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. SELF -ADHERED FLASHING , 3. Under and at the ends of masonry, wood or metal copings and sills. INSIDE CORNER • 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. Ground7 � 6. At wall and roof intersections. 7. At built-in clutters. :LF-ADHERED FLASHING ETCH iHERED FLASHING 1 2 4 5I FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2"INCH FLANGE THIS NATU DO Ni DRIP ACCE SOFFIT/CANTILEVER Water Resistant Barrier Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF)* - o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER- - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATH ING,'OSB', PLYWOOD, DENSGLASS tAL FRAMING 2AL SHEATHING 3AF PLANE WRB AK WRB THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster in accordance With ASTMC926 over wood 2nd floor 7/8" Cement Plaster / in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. ' sheathing Metal / Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Cement Plaster over block 1 st floor Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all 0 CV O CV 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. ... ...,..-. Q O 1 N 4 `� ci O 07 4)N c s�; T °rJi J u_ J W to U)r- • 12 i1 J a U. Q W N LU t% Z 13 m = °' Z O ot� f0 N W _ � 11) 0- < ZCo L N Z 6 O w N c� U I.- � °C Z ❑O❑ W 0� Z z z � C . n - L S C1 � t� T`• ,., 7e U ° Dv) 0 ,11 g �N Ly N 3 Cn o co w o � J U_ o io oo as =o 4E E U ? wUo on WR Z O E N � CID L 4 0 y� Q O m M 'az Zff v y 8 �z �o N W V Q [j o o w 'r �o O ilk a' � 3 0 N = >IO L. CID W c f°44 N Y O s U C0 LO _ O ■� N N = r NCD � N o o Z Z E O �- f0 Il E o U J v m Q 17 a0i J JOB NO: 20-8078 SCALE : AS NOTED SHEET NO. W P -- - t .Ir , t I I- .0 I . I I 1. -- L l 11 1 III - - - bV9ZR0§0xWff Mounting Brackets (10 Gauges +1 /2' x 4-112' x 2-12w See Anchor Schedule 112e Dia. A325 Ga" (Ty P) 0 o g Back Cross Support (May {Y be tut to W) Right Ofacket (16 Ga uge) Y ■ #14 Self -WI ling r fp Strews 1 0-7/ ON 4 A/C Unlit BottDrn Edge e Hurricane Strap (Typical:3 in ffant) Washers Front Cross Support Self-locking Nuts (Mar be cut to W) Left Bracket 06 Gauge) p 14 Self-Drlling Screws Thru Brackets & Back Cross Support Into A/C Unrt Botto m Side (Typical: 3 each side for hurricane use) Spmi& ,...JLurm irret ,,,Iml sae immuw wuh,ants 14".t .- Aft tlrux. t�R+LMwi ed Set Do ag elvail ahk upon toyat ta fied, all Florida Department of Business & Professional Regulation Page 1 of Building Codes and Standards 3211l Product Approval Application Detail st9,it €DIInLaL � � Dote Pending lea ]tugs, Version Manufacturer ggdittgt Enalneer 8 Llcenae VdMeted By yaliaated Submitted FBC Approval Approved Eau Revision 2011 Gulf Coast Supply & Manufacturing, LLC. Eng David Daniel S. Kuhn Locke Bowden P.E. 10/12/2011 10/10l1017 10/112011 12/122011 Approved Category: Roofing (352) 498-0778 PE-75519 (334) 300-1800 Subcategory: Metal Roofing info@gulkeestsup*.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Pi 01111161JISProduad, Professional Engtleer Ben # Product Mosel. Number tx Narna Quality Product Detcnunlon C ontract � Assurance Exalralon Date Approved for Use Aomoved 111�9QS Outside for Use HYNZ Impact J3Silstilu Design t31ei41tt 1 0.032& of Aluminum SV Crimp u q P 1P Panel Min 0.032& d� 5 V Crimp Numinum Roo e u . q nw 04/122024 No Yes N/A -NIA/ over 15732&quof; Plywood -108.5PSF 2 0.032&quoL Aluminum Gulf Lok Min 0 032&qud; Aluminum Gulf Lok 16&qud: Wide 04/122024 No Yes N/A +N/Al qu Roof Panel over 15n2& d: Plywood ood -116.OPSF 3 1&qud; 24ge. Gulf Snap 1&qud; Gulf Snap 24 Ga. 17&qud; wide Roof Panel 04/122024 Yes Yes N/A +N/A/--131.OPS over 15732&quoY Plywood 4 1&quot; 249e. Verse Loc 1&qud: Versai-oc 24ge 16.5&qud; Wide Roof Panel 04/12/2024 Yea Yes N/A -NW Over 15732&quot; Plywood -138.5P5F 5 1&quot, Vernal oc 0329qunt: Numinum IZud: VersaLac min 032&qud: Aluminum over 04/122024 Yes Yes N/A +N/A/ 15/32&qud; Plywood -1ol.oper 5 1.58quot; 24ge. Gulf Snap 1.5&quol; Gulf Snap 24ge. 16&qui Wide Roof 041122024 Yes Yes N/A +N/AI Panel over 15732&qud; Plywood .116 OPSF 7 1.5& uol 2 e. Verne Loc q b ro Lac min 2 a- 16& ud; wide Roof 1.5& ot; Ve a 4g q W 04/122024 Yes Yes N/A +N/A/ Panel over 15/32&qud; Plywood -123.5PSF 8 2&quot; 24ge. MegaL- Min 24 Ga. 2&qud; MegaLoc 18&qud; wide Roof 04/122024 No Yes N/A +NIN PaneI over 15 uct; Plywood ood /32& q -108.5por B 24 Go. Gulf Lok Min 24 Ga. Gulf Lok 1B&quote Wide over 15432&quot; 04/122024 No Yes N/A +N/A/-96.7PSF Plywood 10 24 Ga. Gulf Seam Min 24 Go. Gulf Seam 16&quoY Wide Roof Panel 04/122024 No Yes N/A -N/A/-93.5PSF over 1x4 Wood Punins over 15l32&qud; Plywood 11 24 Ga. Gulf Seem Min 24 Ga. Gulf Seem, 1 3/4&qud: Snarl Lock, 04/122024 No Yes N/A +N/N i&&qud; Wide Roof Panel over 15/32&qud; Plywood -108.5PSF 12 26 Ga. 5V Crimp Min 26 Go. 5V ashp Roof Panel over 15132&qud: 04/12/1024 Yes Yes N/A +N/N Plywood -156.5PSF 13 26 Ge. 5V Crimp Min 26 Go. 5V Crimp over 15/32&quol; Plywood 04/122024 No Yes N/A -N/N-131.PSF 14 26 Ga. 5V Crimp Min 26 Ge. 5V Crimp Roof Panel over 1x4 Wood 04/122024 No Yes NIA 'NIA/ Purens error 15/32&qud; Plywood .156, 5PSF 1 15 26 Ga. Gulf Lok Min 26 Ga. Gulf Lok 168,quok Wide Roof Panel over 0022024 Yes Yes N/A -NIA/ 15/32&qud; Plywood 161.OPSF 16 29 Ga. Gulf Lok 1 Wide Rod Panel over Min 28 Ga. Gulf Lok 6&qud. 04/122024 No Yes N/A +N/A/-63.5PSF i 15/32&qud; Plywood 17 26 Ga. GuifPBR Min 26 Ga. Gulf PBR Roof Panel over 15/32&qud; 04/122024 No Yes N/A +N/N Plywood -154.7PSF i - ___-...--- ---- I - _ - . _...._._-.._..._ ... - --- Florida Department of Business & Professional Regulation _ .- _...-._.--- - -- -- Page 2 of2 1 Building Codes and Standards 32a2oie Proollict Approval Application Detail i Ages Quality Asaaaini CEatUMtl90 Approved for Use Amu-ndfur m Use 41dtl0iH1Qli jggact 9292= Deakin l 18 26 Go. Guill Min 25 Ga. GUIPBR Rod Pand over 1 x4 Wood 04/122024 Yes Yes NIA + 5/A/ Purina over 15/32&Wnl; PV&md PSF 19 26 Ge. GtHPBR Min 26 Ga. On1RBR over 16/32& ttd� Plywood q . 1 04/ 22024 Yes Yes NIA +N/N -154.7PSF 20 26 Go. GuIfPBR Min 26 Ga. Guli over 1x4 Wood Puffins over 04/122024 No Yes NIA 15/32&qud; Plywood . 5� PSF 21 26 Ga. GuilRb Min 26 Ga. Gull am ix4 Wocd Puffins Over 04/12=24 No Yes NIA +Nl 15AUcluot: Plywood -164.2PSF 22 26 Ga. GuHM Min 26 Go. GuI1RIb over 15B26qud; Plywood 04/122024 No Yes N/A 4N//V F5F 23 26 Ga. GulfRb MN 26 Go. GulfRIb &Wd; Plywood over ISS2 OY721t1124 Yes Yes N/A 4NlA/ *NAN -159.2PSr 24 25 09. GulfRb Met 28 GO. GUHRib over 1x4 Wood Plallrts over 041122024 Yes Yes N/A -N/Al 15B2&quot; Plywood .164 2PSF 25 29 Ga. GuHRb Min 29 Go. GuNI over 1 x4 Wood PuNns over 041122024 No Yes NIA iW2&quot; Plywood ' 23./ 26 29 Ga. GuffRb Min 29 Go- GLMRb over 15/32&qud; Plywood 04/122024 No Yes N/A -NIA/ -146.0PSF z/ 29 Go. GuMRb Met 29 Ga. Gull over 10 Wood Puffins over 04/122024 No Yes NIA +N/N 7/16&qud: O.S.R A01.010SF 28 29 Ga. Gu1H4b Mn 29 Ga. GuMib over 7/1 1111; 01-13, 04/122024 No Yes NM +N/A/ -116.OP6F Search Criteria Cade Version: 2017 FL V 11651 Application Typo: ALL Product MatufaaWnr: ALL i Category: ALL subcdogory: ALL Appleatkm Stakes: ALL Compliance Method: ALL G1WIty Assurance 9MMy Contract 9~- ALL Product Model, raunter at Hares: ALL Product Deaatpladr, ALL Approved far use In HVH2: ALL Approved for ueo mildde HVH2: ALL Impact Redatret: ALL n In Prosstire: ALL Date From ALL Debt To: ALL - Code Entity or go 11A Date Pending Date Aga 1Lraipg Manufacturer C,rd,GL Enelnaar & Llcanse, YAUWAd 9v XaIl4atetl 11LXWW FBC Anprnvel Apog,ved a" Revision 2017 Smart Vent Products, Inc Michael Graham Hermes F. Norero P.E. Locke Bowden P.E. 08/172018 08/172016 06232018 101082016 Approved Catoglci Structural Components (877) 441-8368 PE-73778 (334) 300-1800 3ubCategory: Products Introduced as a Result of info@smartvent.com New Technology Compliance Method: Fvoutstim Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL1D WA7 Praduds 111111"Rodttct Model. Number m Name P. w...,to��scrlatlon 0-11t LOr&YLance Contract Expiration Dona Approved for Um Approved In fill Outside for Use HVN2 Imnacl 8tititwt 26111M Prostitute 1 SrtlsrtVent Model #1540-510 Duel Function Flood and Ventilation Vent 12/312020 Yes Yes NIA -1001-100 2 SmartVent Model 01540-511 Duel Function Flood and Ventilation Vent 12/312020 Yes Yet N/A -1001-100 3 SmsrtVent Model #1540.520 Insulated Flood Vent 1213112020 Yes Yes NIA -1D0A100 4 SmadVent Model #1540-521 Insulated Flood Vent 12f312020 Yes Yes N/A -100/-100 5 SmortVent Model #1 540-524 16&qud; Garage Door Flood Vent 12/312020 Yes Yes NIA N/A 6 5martVent Model #1540-570 Wood Weil Insulated Flood Vent 12/312020 Yes Yes NIA -1001-100 I SmortVent Model #1540-574 14.5&quoL Garage Door Flood Vent 12/312020 Yes Yes NIA N/A ntMllCliB 5 LISP m ego +� �► - - -. - -------- .- --- -- -/-r - . 01 It LISP N, odft; irwld�e, r . r!oduot New- 6r�iluaMprt eP li3l 2f11 ftR :: ; .. > ". ­ Fi11 fitotal%llicle : P a± 1�►�ualharal err, .. 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HD410 ......................._......._._..................._.......1-1-....._._.......................----..._.............. - ....... - - FL17232.4 ......... ESR-3445 12/31/2020 HU410 FL10856.9 ESR-2549 ................... _...........1 12/3112020 HD412 .....-....................._........._._.........I.-......_ FL17232.4 ._.._._......_..........._._..-.._._......_.._---.-.._....._..................._..........................I.....I.............. ESR-3445 12131/2020 HU412 FL10856.9 ESR-2549 12/31/2020 ..............-.........HD610__...____.._......._......__..-FL17232-4 _.._.......__..._..._ ............................._..__..........__....__....._ESR-3445 12/31/2020 HU610 FL10856.10 ESR-2549 ....12/31/2020 HD0410 FL17241.7 ESR- 44 34 12/ 1/2020 3 4 0 HULA 1 11 . 1 FL 4881 SiM200804 12l3112020 HGA10 FL17699.1 Evaluation Report t o 1 2/31/2020 HGAi OKT F 1 4 _ L 1 70 4 SIM200803 12/31l2020 HGAM10 FL- - -.1 Evaluarion Report 12/31/2020 HGAMi0KT FL11470.4 SIM200803I. 12/31/2020 HHCP2 FL172 .7 36 R- ES 3448 1 / 1/ 2 3 2020 HCP2 1 FL 0447.2 ESR 2551 12l31/2020 HTA16 FL1MWA Evaluation Report 12131/2020 HETA16 FL11473.5 SIM200802 12/31/2020' HTA20-18 ......_...................... ..-..........................._........._".-...._..............................__._ FL17680A Evaluation Report 12/31/2020 HETA20 FL11473.5 SIM200802 12/31/2020 HTT18 _.._._..._._..._.._._..............................................._...................-......................_....._........_......_......_....- FL17324-2 . ---..._-- --- ...... Evaluation Reptxt __ ._.... ....._.._..__. 12131/2020 HTT16 FL11496.1 ES-0130 12/3112020' HTT45 FL17324.2 Evaluation R ort 12/31/2020 HTT22 FL11496-1 E - 1 S 0 3d ! 12/31 2020 HTWi6 _..............................................................._....._...._..........._...._......_...._.._._.................4-.._.._........._..._........_......_........._....._........._..__..._....__.._....._............_..............................._.._-..._...........................--................................................._. FL17244.8 ESR- 55 34 12/31/2020 HT 1 S 6 FL 0456.22 1 ESR-2B13 12J3112020 HTW20 FL77244.8 ESR-3455 12l3112020 HTS20 FL10456.23 ESR-2613 ....._..............._......._.......... 12l31l2020 HTW24 FL17244.8 ESR-3455 12i31l2020 HTS24 FL10456-24 ESR-2613 12/31/202D .....................................................-......-.......-......................--.........--..............................................................-................................._......-..............-_....-............................-................................................................................._....................... HTW30 FL17244.8 ESR-3455 12131I2020 HTS30 FL10456.26 ESR-2613 .-........................................ 12/31/2020 HTWM16 -........................................................................................................................._.....................................-..............._..........._.................................-................_..........._.__. FL6223.2 Evaluation Report 12/31/2020 HTSM16 FL11473.11 S9M200802 1213112020 ........... __...... _. ........ HTWM20 _..........._................�....-...... FL6223.2 -.-...................................__.....eP_........._._._._......."__........-..... Evaluation R art ----_........._.__. 12/31l2020 HTSM20 FL11473.11 SiM200802 12/31/2020 HUGT2 FL6223.3 Evaluation Report 12/31/2020 HGT2 FL10456.18 ESR-2813 12/3112020 HUGT3 ...._.._....__ FL6223.3 ..............................._.........__.._._..._............_._...__....._...................----._I.....__.._.._ Evaluation Report -...._...-......_.._._.__...._. 12/31/2020 HGT3 FL10456.19 ESR-2613 12/31/2020 HUS210-2 FL17232.6 ESR-3445 12/31/2020 HUS210-2 FL10856-R4 ESR-2549 12/31/2020 ..............._.........-.......... ............................._.................._......_........_......................_.__...._............_._........_-..._.__.._.- HUS212-2 FL17232.6 -................__......_...............---..................-.._..........._......_...-.......--.....................................................-........1.........I.............. ESR-3445 12/31/2020 HUS212-2 FL10856.11 ESR-2549 ...................__...................... 12131/2020 HUS26 FL17232.6 ESR-3445 12/31/2020 HUS26 FL1085&11 ESR-2549 12/31/2020 ......-.........-.........Ro.-......._..............................._................FL17232.6.................-....-_....-.............-......-..........._..............._.I......ESR-3445..........................._....._............................-"12l31l2020 HUS28 FL10856.11 54 ESR 2 9 _.............1...._.._....._ 12l3 l2020 HUS28-2 FL17232.6 ESR-3445 12/31/2020 HUS28.2 FL10856.11 ESR-2549 12/31/2020 _-- ..._ __......---....._.-........................-......._.-._....._......._......_..............................................._..................._............_......_............................ JL24 170' 2 2.7 _....................._.._.__.._...._..........._._........... ESR-3445 _.._ _......_........_. 12/31/2020 LU24 FL10655.103 ESR-2549 12131/2020 -- .................-1L ........._.-_. _._ - --- __.._.._.........._.._.._...__._......__...._....__-l-._ FL17232.7 _ .._.._......_..-....._.._._..............._...---_.._.._._...._I....._....._....._........I-. ESR-3445 12/31/2020 LU26 FL10655.104 ESR-2549 /2/3112020 JUS210 2 ___ ..._ .. _ _.._ __ FL1723211_ .........._.. . ........... ._. ESR-3445 __ ._ 12/31/2020 WS210-2 FL10655.107 ESR-2549 12/311A ......................................... ._. __ ..._ JUS24 ...........-......_ . _..._ ... __ ....... - - .. FL1723210 _.............. _ .........._ . _ ............. _ .._ ._....._... . ...._.._.. ... _...._..._ ESR-3445 . _ ._I......-... 12/31l2020 WS24 FL10655.109 ESR-2549 12/3i/2020 JUS26 _......._._..._......._ .....---.--.I........I........... ...._......------FL1723211 ESR-3445 ................._...__....-......... 12/31/2020 WS28 FL10655.111 ESR-2549 12131/2020 __-.. ......................___._...._.... _....... _._.......-.._._._.......-._......__.........._...._.._.......-_.. JUS262 -...._-._..._-..._..._._......._......._....__._._......__.._.._........._...................-...._...................................................-............._............-.......... FL17232-11 ESR-3445 12/31/2020 LUS26-2 FL10655.112 ESR-2549 12/3112020 _._..._..---__............._..........._.....--.__._-.. JUS28 _-........_....._...............--......._._._.._._._._..-.-_-._........._..._..._.-__......_._.__.._....._._.................._".-...._......_......_.........--........_..................�....................-.................................. FL1723211 ESR-3445 12/31/2020 WS28 FL10655.113 ESR-2549 ............................................ 12l31/20, JUS46 FL1723Z11 ESR-3445 12/31/2020 WS46 FL10655.118 ESR-2549 12/31/2020 KLEG3 FL17241.15 ESR-3444 12/31/2020 LEG3 FL10667.71 ESR-2615 12/31/2020 ..._....._...................................................................................................... KST260 .........................................................-..............................................................-........_.......-.._......._.--_....._.........._....._......-..........._-.........-._...._...... FL17244.15 ESR-3455 12/31/2020 MST60 FL10852.7 ESR-2105 ............................-.-....-...... 12i31/2020 LSTA12 FL17244.18 ESR-3455 12/31/2020 LSTA12 FL10852A ESR-2105 12/31/2020 LSTA1.5.....................................................FL17244..1.B................................................................................................ESR-3455....__..._..._...__......__..............._._...12/31/2020 LSTA15 FL10852A E R- 1 5 S 2 0 12/3 1/2020 LLSSTT1GAA1 FFLL1772244..1..8. 12/31/2002200 LSTA18 FL10852.4 ESR-2105 1/2..0.2 ........................................__._ L1724.18_._._._...__._._..__.---.....- _..._._.._.S.3._.....-----._ ... 1.3_/22 LSTA4 FL10652.4 ESR-2105 .__.5 .__................................0..._ 12/31/202D LA0 F..i.i8......-....__.._ ..----._._..__.._-......1-1-......__....E.R...5..........................................................-..........1.23112.. R...5 LSTA30 F1085.4 ER-2105 12112 LSA6 . -16 4 FL1724. R- 1311200 LSTA36 1085.5 ESR-2105 131/ki. 22 __- LTS19 FL172192 ER0200 12/31/22 LTT19 L11496.3 ER-1 1J31/2020 03148 __._..........LTS___.___......._...._........-FL729.2 1 E 1231I L20B F11496-3 ER-1 112/3112020 _........ _L318.... --------.--- - - . _. .. ...-_...._......_.._.._..-................0_........0.........._.___........_..._..._......._.._-._ ER-0200 .......__.._.....---....._..... 12/31i2020 LTT131 F11496-3 ER-1 /FL17219.2 123/2020 --- .......--.._T......... _......_.._.........._... LTW12 .......__......._..._......___._.._.._._.__.........---_...._......-_......................-.............._..__...__.-.._..._.._......_.-._....______...-................_.....__....._.........__. FL17244.8 _ESR--055 _ ESR-3455 12/31/2020 LTS12 FL10456.29 ESR-2613 .1.2_./...3 f Mi2020 LUT _ 12_.._...-........_-........._ ....................-..-._-._-......_---__......._._._..__.....-._.._....._._..........................._._.__...._...._... ESR-3447 12/3112020 1 LGT2 FL11470.7 SIM200803 ..0 _231/.... 2.0.2.0_. MP3 FL17244-22 .....ESR-3455 12/31/2020 LS30 FL10446.15 ESR-2606 12/31/2020 ..................._...................................................-............._....-.......-.........................._ MP34 -..__.......I.......-..._. FL17244.23 ..................-.............-.............-.....................................-.....................-......... ESR-3455 12/31/2020 A34 FL10446.3 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-3455 12/31/2020 LS50 FL10446-16 ESR-2606 -.......................................... 12/31/2020 MPH3516 FL17240.3 ESR-3447 12/31/2020 WMI416 FL10667.86 ESR-2615 12/31/2020 .............-...............................................-----.__..._..._.._....-......_.._..._...._......._._........_......................_.................................................-..........................._............_......__.._-....-..--_--._..__..._.. MSTA12 FL1724418 -..-_ 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 12131/2020 MSTA18 .........._....._......_-.....................-......_................. FL17244-18 -._..-....-.................__.....-..............---._.._...........................____......._ ESR-3455 ..._......_.........._..__........... 12/31/2020 MSTA18 FL10852.9 ESR-2105 12/3112020 _................_-......._....._..__._......_........_......_........................_._._,_......__._......._.......__......-......__._...._......_.__.._.._._.............................._......................_............,_._-...._.............._......._..._......._.._..............................I...._....._..._-.1-....... MSTA24 1117244.18 ESR-3455 12/31/2020 MSTA24 FL10852.9 ESR-2105 12/31/2020 ......... MSTA36 FL17244.18 ._.....- ESR-3455 .......... 12/31/2020 MSTA38 FL10852.9 ESR-2105 12/31/2020 ._--- .. .. _..... _....... MSTC40 .. ....- FL17244.26 .__.._-._. ...... _.._...... ... . ......._ ESR-3455 .........-.... 12/31/2020 MSTC40 FL10852.11 ESR-2105 12/31/2020 .....................................-- MSTC52 ... .....-.....-..........--............I-... _.._.. FL17244.26 ......__........__......-......_.__.._-....._.._..-......-................................................._..-...._.-......................._............... ESR-3455 12/3112020 MSTC52 FL10852.11 ESR-2105 _....._.._......................-0-.... 12/31i2020 MTW12 ....................._._..._..-.........._.-....-.._-..----.._......_-.1.__....-..._.._.._.......-..................-............-.................-.- FL1724C8 1. ESR-3455 ......................................_... 12/31/2020 MTS12 FL10456.33 ESR-2613 12/31/2020 ................_,..... ......................_._..-............................................................-....................._..................................__.................................._...................................._.................-............._....._....................._..........................._...................._.......................... M1W16 FL17244.8 ESR-3455 12/31/2020 MTS16 FL10456.34 ESR-2613 ............................................. 12l31l2020 MTW 18........._......__......................................FL17244 8....................................................................................._....-......ESR-3455...._.._._._..._._._._......_.............._.._._ ..12/31/2020 I'll FL10456.35 ESR-2613 1....131...................... 2 l2020 MTW20 FL17244.8 ESR-3455 12/31/2020 MTS20 FL1045&36 ESR-2613 12/31/2020 1........ .. ............_... MUGT15 .. _ .........._... .. ......._. ...... _ FL17240.5 ... .. _......_. - .. ESR-3447 ..- .. ..-...... 12/3112020 MGT FL11470.9 SIM200803 12/31/2020 NFIll FL578.2 Evaluation R art 12/31/2020 MBHA3.56/1'L25 FL13904-6 ESR-2616 12i31/2020 NFM35X16U FL578.3 Evaluation R ort 12/3.1/2020 MBHA3.56/16 FL13904-6 ESR-2616 1213112020 PAU44 FL17239.13 ESR-3449 12/31/2020 HDU2-SDSZ5 FL10441.4 ESR-2330 12131/2020 ..... _ PAU66___.................................._......_FL17239.1.3................................. ...................................................................................-..,..................................-............................................._..... ESR-3449 12/31/2020 GLTV3.516 FL10667.6 ESR-2615 12131/2020 ...............-......._....._......---...__.....__.......__...._ PHD2A ..................._...._....__........._..__..............--......................_.._._...._........---............................................._.........................................................-..._...................,..................._.........._....._...I............ FL17219.3 ER-0200 12/31/2020 FGTR FL11473.2 SIM200802 _...............__..._...._........... 12/31/2020 PHX)3516 __ ___ FL17241 20 _..._..............--. ESR-3444 _.._. _ ._...__......._. _. 12131I2020 CS16 FL10852.1 ESR-2105 12/31/2020 ......._._....-............-.........._.....-........_._..__._ RFUS .. __--. ___.___ FL6223.5 ___________._._..____-..._____-__.._.._.._____...__-..-.__.___._._...._.__........_.... Evaluation R ort ...._...._........__...._..._ 12/31/2020 H1 FL10456.5 ESR 2613 ...............I...........I..............- 1213il2020 RS150 FL17244.27 ESR-3455 12/31/2020 ..... H10 FL10456.6 ESR-2813 12/31/2020 .............. RT15 ... FL17236 3 ...._.__......... ....._..... . _ - .. _-._._.. ESR-3448 .. .._ 12/31/2020 H10-2 FL10456.7 ESR-2613 12/31/2020 ...-...�,. RT16-2 .. ._..._._. _....._._.... .-.....-...... FL17236.2 ._. _..__.. ..... ... _. .. __.. _ ESR-3448 _._ __. _ - .. _._. _...._.. 12/31/2020 H10A FL10456.6 ESR-2613 12/3112020 RT16A F07236.2 ESR-3448 12131/2020 H3 FL10456.13 ESR-2613 12i3112020 RT3A FL17236.3 ESR-3448 12/31/2020 H4 FL10456.14 ESR-2613 12/31/2020 -............................................-........_---....-.........-.....-............................................................-.-.........-.._"---..._............._......_....-......................__.._.._....._._........_.....__..._........................................_......_._.. RT4 FL17238.3 ESR-3448 .._.._...__.__..__..__...... 12/31/2020 H5 FL10456.15 ESR-2613 ............................._............ 12/31/2020 RT5 FL17236.3 ESR-3448 12/31/2020 H25 FL10456.11 ESR-2613 12/ 1120 3 20 RT7 FL17236.3 ESR-3448 12/31/2020 1-125A FL10456.12 ESR-2613 12131i2020 RT7A FL17236.3 12/31/2020 H8 FL11470.3 SIM200603 12/31/2020 . - - .__........._.....-....--- RTBA - -- _ .... _ ....._.. FL17236.3 -. _ .._............_.............._ESR-3448 ESR-3448 12131l2020 SP1 FL10456.41 ESR-2813 12/31/2020 SPT22 FL17244-30 ESR-3455 12/31/2020 SP2 FL10456.42 ESR-2613 12/31/2020 ....., SPT24 ... FL17244 31 ....... -... ESR-3455 ...__............I..----.. 12/31/2020 SP4 FL10456.43 ESR-2613 12/3112020 ..... SPT4 FL17244 32 ESR-3455 12/3112020 SP6 FL10456-44 ESR-2813 17J31/2020 SPT6 .... .. ..... ... FL17244.32 ....... .. ......- ............... ESR-3455 12/31/2020 SP8 FL10456A5 ESR-2813 12/3112020 ---_..._............_.............-_...._._...._...........................-.._......-.............W................................................._........_.................-........-....--........_.................................-.............._.........-.......................-..........................._............ij.................... S PT8 FL17244.32 ESR-3455 12131/2020 SPH4 FL10456.46 ESR-2613 l....11. - 12 3 2020 SPTH4 FL17244.32 ESR-3455 12/31/2020 SPH6 FL10456.47 ESR-2613 12/31/202D _..._.�..-.................._.....-................_..._...- ---- SPTH6 ----------------___..._-_._........___._.-.-_-........_..-_..........-_..............___...........-_...........-...._......_.....--......._----`.._.........�`--.........._..--.... FL17244.32 ESR-3455 _.. -- 12/31/2020 SPH8 FL10456A8 ESR-2613 12/3112020 SPTH8 FL17244 32 12/31/2020 U24 FL10655.141 ESR-2549 12/31/2020 SUH24 FL17232.13 __ESR-3455 ESR-3445 .. _..... 12/31/2020 HHUS28-2 FL10655.3 ESR-2549 12/3112020 THD28 FL17232-16 ESR-3445 12/31/2020 HHUS410 FL10655.4 ESR-2549 12/31/2020 ..._....................._......-...-........................................................................... THD282 FL17232...16............................. ..........._...........__..--...__.....---............__......_........-.........._......_..._..................-....-....._...................-.............................. ESR-3445 12/31/2020 HGUS5.25/12 FL11468-11 SIM200804 .._.._.._.._....__....._...........- 12l31l2020 THD410 FL17232-16 ESR-3445 12/31/2020 HGUS414 FL11468.10 SIM200804 12/31/2020 ........... .............._..._......_.........._--_.-_........_..---..-_-......__......_.....-_.......................-_......-......................................-................--............................................................................................-.........................�.�...�......._......... THD41 2 FL1723218 ESR-3445 12/31l2020 H 8-SDS3 DQ FL10441.1 ESR-2330 ...................._..,_-....._..._- 12131l2020 THD612 FL17232-16 ESR-3445 12/31/2020 MSTAM24 FL11473.19 SiM200802 12131/2020 ...............__............__......___..-_..............__.____..__._..__..___..____ ................ THDH414 . 1723217 __-_-......____...__....__..______._____..__..__...__...._._....__..._......_......_...._...._-._ ESR-3445 ......_....--........._.._.._.._ 12131/2020 MSTAM36 FL11473.19 SIM200802 1?13112020 _ ... .- ..I..----._ UGTS3F .__-_.....__.._.. ._ FL2033 1 _ _ .._ ... .. Evaluation Report ... .. .___ 12/31l2020 MSTCM40 FL11473.19 SIM200802 _ .._. _. - 12131/2ti20 UPHDB FL172i9 5 _...... ER-0200 -..._ 12i31/2020 HHETA20 FL11473.9 SIM200802 12/31/2020 .. ..... ..___ LGT3-SDSZ5 FL11470-7 SIM200803 12131/2020 ...._----. _. _.---- .- _ .......I - ...- .................... ..-. .... ........... .. ...... .. ...... ..._ - LGUM26-2 FL11473-12 SIM200802 12/31/2020 4 i i i July 8, 2020 -C on -CD PRODUCT APPROVAL SPECIFICATION SHEET (2o,8) 2 2 O � �-• U � N C O As required b FloridaStatute 553.842 and Florida - lori a Administrative Code 98 72 lease provide the Inbnnatlon and approval numbers on the building components listed below If 4 Y � P pr PPr b 9 P N C Ca � they will be utilized on the construction project for which you are applying br a - -C f -I.-QD U - W (n �. CategoryiSubeategory Manufacturer Product Description Approlust Numbers Test Pressures Ex . Date 1. EXTERIOR DOORS 1 A. SWINGING ThermaTru Firb�-Classic and Smooth -Star (NON -IMPACT) FL20461.1 + 67.0/-67.0 sf 12/31/2021 ThT arms na Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.6 + 67.0/-67.0 si 12/31/2021 ThermaTru - Firber-Classic and Smooth Star (NON -IMPACT) FL20461.9 + 67.0/-67.0 psf 12/31/2021 ThaTru arm P Firb�-Classic and Smooth -Star NON -IMPACT) AC FL20461.14 + 67.0/-67.0 psf 12/31/2021 Thermal Classic -Craft and Benchmark FL15225.1 +67.01-67.0 psf 12/31/2021 Thermal+ Smooth -Star and Benchmark FL15225.5 67.0/-67.0 psf 12/31/2021 Thermal anon Tru FlberClassic Smoothstar, ClasslcCraft 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 2 PGT Series 5570 FL251.10 4 /14/2021 C. SECTIONAL CI aBuildI Products Residential WindCode Doors W5 {8X7 FL15279.37 + 30.0/32.0 sf 5/ 1/2028 Clopay Building Products Residential WindCode Doors W5 16X7 FL15279.53 +30.01-30.0 psf 5/21/2028 Clopay Building Products Residential WlndCode Doors W6 8X7 FL152T9.85 + 38.0/42.0 sf 5/21/2028 Clopay Building Products Residential WIndCode Doors W 616X7 FL15279.102 +3 7.0/41.0 sf 5/21/2028 D. METAL LOUVERED DRS Curries Division ofAADG, Inc 607,707,727,747,and 847 SIngle & Pairs of Doors FL11537.1 N/A see Inst she 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 Series 185 FL15349.1 +40.0/40.0 psf 4/3/2023 PGT Series 5520 FL243 4/30/2025 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2020 PGT Series 5500 FL261.1 N/A 5/26/2021 E. OTHER 3. PANEL WALL James Hardle Building Prod. Cem lank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 A. SIDING N/A 12/31/2020 B. SOFFITS Alside Solid and Vented Solt 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 Undeda mart FL12328.6 N/A 10/18/2021 C. ROOFING FASTENERS NOTUSED D. ROOF VENTILATORS_ LAT RS h Thompson Arc Metal Comp. p Ott Rid Vents - FL16918.1 FL16918.4 NIA 9/ 9! 2026 Florida Metal Products, Inc Vent RV10 FL21580.3 N/A 12/31/2020 Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A 7/10/2021 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/31/2020 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/31/2020 F. METAL ROOF Gulf Coast Supply & Manufacturing, LL 0.032" Aluminum GulLok 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 B. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Stro-11e see chart B. TRUSS PLATES ITW BulI n Components Alpine Truss Plates FL1999.1 - FL1999.4 N !A 1 1311 12/31/2020 MITek Industries, Inc. ri Truss Plates 1 197 FL2 97.1 - FL2 .5 NIA 1I1I2023 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 Information must be available to the inspector on the obsite� 1 co of the product approval, 2 1 ) PY P Pr ) P _ _ _ . . APPLICANT SIGNATURE DATE --J (� Chi Cn C O � N Q ?:: LL_ _ C O CU O Ca v,- � O > -N N E a)O N Q. cuu),2 � Q I- .O . _ C/) < Cn L. 0) E -6--o = 0 0 �-C V J � Co CC O > L a- O 0- Q 6--O 0 L W U CV m d< CL O s_ W C a -J z J z Q J a - SHEET NO. PA 1.0 1 1 111 II I I I Florida Department of Business & Professional Regulation Pew + al9 Florida Departrnent of Business & Professional Regulation Building Codes and Standards 11r+t,Nle Building Codes and Standards +2<•Ivxns Florida dCodaeedProleskmdlards lRegldatlon Ipslal Regulation P FloridaDsparhnMddBod"a Product Approval Application Detail Product Approval Application Detail Bulding WAs act dPrdeards IMn01e BuildlegC�Appll, c ..': •- ,. ", .. .. .�...._ �.[�1. _ :;� .T :. '? H i .! .a`. Ref, _ . r „ y,n -.:; V. - .. , , = '.: +: ,.:,_ M .. At..,,,. F : •- , t' : SN . nr- 2 ,�., '.� .. - _ � .!„14,F, 1 �vt.5`:.: ... cif v..._..JC1H'Si....�..Kl.. .1 n. 1SS�G".!f. � ,-_ u_... .. ll....d ,.r..,e.�A..w�.r.. .1..,. r.. .. .:"fh. Jr`Lr'M1�'.� a,'. -. Aa J • ! +V+ .. �: a/ ..+rrT..,� iV'•.. ,.n. _.Jj 6Bllhx �.- .1.. .� ..' - !1`M,gS 1. . ,. ,,• .. 't.. r ,.f �. . ^_hlW, `, tea. �..t .,.:, ,...� ..JM1 �'E� --' - - '1. ..,.. •.., vJ...v -- --- - -- - --- -- - -7-- - ... :. - � -x .. : a 3. .r. .a y- � .n .f�.i ...-"'':f. .. _; -_�� 1-.. tat .. ! -(M1L�,.�f.+Yi1A. ;x�Y-. _n•,.d iP+m. .. -�K. i...,. v..�: '�"t31..i:. :l:. Y.. ,.. �. �.'4bk:2f vt.. v. ...,.. JYuI•'.'.f..W .,.,�. .. ., _,.. - S u��• r "`7.�. . rev �Vf���lll.�p�`.�.'T`. �.��',-'�' Product Approval APPIIaa.011 Daiill Product Approval No Detail a:aoL Endty or Date $a Dote Pend[,, Dort Erflit- DJh Dak Ore Pendlno' 2rk Eiil� Sfae YDa120 11AMAtuti3L Q2=9 Enolneer L Lleorw. V..dr.d By Vandal Sugaring FBC Aoemvel An.mv.d afatat 11da Y,JL4II td-Nd-1 D90h96 Enminor a Llcenss Volidrod By Vaildowd aMpIDlad FBC Anemnl A,-,ld amiY! a� Revl[lon 2017 Th•rme•Tru Corporson Rids vwlghl Lyndon F. Schmld, P.E. Ryan J. King, P.E. 10/182017 071I 2017 10n812017 12/12/2011 Approved Review 2011 Tfeml►Tru Corporation Rick Wright Lyndon F. Sclonldl. P.E. Ryan J. long, P.E. IV132017 12MY2017 1221n017 MM3/1018 Approved go& looks 0o rim norm Rm aaYr m no MONO" am Crogery: Exterior Doors (419)2WI740 PE43409 (013) 767.6656 Category: E#onor Doom (419) 298.1740 PE43409 (813) 167.6555 M= Iowa Mombohm gLllftm amtmm,air Idle" ldmrld WSAN OOAoemes soot mm flm logo WANNAU rime lafamtAIWM INDMUM Nil Add" EWAmmd alb War Subcategory: SWrying EXpnw Dow Atsenm.. ild.1b bldgeondlams. eubCatpory: ckw4woldpeaneueom•. M.Mbn 2017 'na"WTlu Colpwo 6 NdI V*W Addressees a R)w E tYJOr1017 OaR1/i017 17/2L2017 ApppeO Minton 301T TaaralTN COrpOrSaDn MA19M1gIR Na11oW AaaadlMSol1 a Ryan J. IOp, P.E 122r2011 Oa212.017 1271YA17 Approved C ompune. Method: EV.Wdor1 Report 6•om a con, CemPdnce Method: Ewlualon Re 0em sloe coo H1%20g� 1�� riaWlr ta•••0••1enl ) Ones pa noprlaM k,4ills m1aJ 7o7ee0S Fronde ROplaerd Archped or a Ucnaed Florida Florida RapMMa adwd w a Ucamtd Florida Flofembnalw �44ep7 e•+agag �w ��� y%aaelpalp eatllw Dmef A•mlrrM &&CMy:WSel d*NoM•174D adauonWsgaemuWh. , ►meuese f iemt..e Professional Engineer FLA2a4a1 Fa Inducts EngineerO••gaseleo MONO* OMMModm Mark w pep mIa Caw*N ee RUOM Gaullism Mark w LhAg awn $(gj Fred -Mudd. Number or Name Ourlty Aesunnce i3splaLDltggalgn Goar..t E.elratlon Oete Ae.nvd for Use Aopnwd lollYtLL Outside lm Use MV/IL Imaa91 Design apppypn( Ouatlty Aeaunn« Aowovod for the A-Ioul for Use Ininct Dole, goAKM� �� �� I� g� ��� � �� � Rom 1.'.Nmll4 80oa Product Model. Number or Nome Product Do-bulon Coarsct Eroirellon Dalo in,uY� OuIaIde KyW Resident Proosune AKI wimm gmyg boom amE EMMNLO� i aim Qgllelftl sour believe 1 a. ThormeTru Mbar-CWrc and smoolRblr Nommol SLM39:8 &quwNon-Impsdaqua: Opaque 12/312020 No Yes No WA 1 a. The ma-Tru Rbor-Classic and Smoolh-Slr Nominal 61409;111 &quoINon-In,pact&quw; Opaque 12/312021 No Yee No WA 1 a. apuokgatabCrM/,Slat Will aquaCMndanwk by es eed 60 Opaque and Gland Fawsbos Dow of 12131=1 No Ym No WA 6 e agmoLeneo6.Ieragatt and agwearld.Iaal by es ON aO Opaque Will Gbnd FaoryMse Door IM 12f3I=I No Yoe No WA Canposit. Edge I'lluitilibum Single Dow OnmiftW utirmw X eamlpuratlon) Compote Edge Fbwaael Slph Door TrrmrTnrg,ot and,•Xbor Bld.Wa. IRaelYg wd G•I••ae Tkwma•TnagaC sad •dUMd 8ldaam Iltoaag ant Oubeaq ♦: f. iherme-Tru Fb.f-Era--iT<wd SmodR�blsr _- �IpN -... � 7� _ -__ mpa� _ __ WO _ �'_._ _ -_ - - __ WA _.__ ______ -_-. __.- ()nswMyOdeMp; X <w,agvdon) __. _.____ __. _. -__- __.. .. _.-___. __ Dow Compe.n• Etlpe FbrpMss Slrgh Dow Edge 6 f. ThamleTru F'Wr-Chlik and Bmooln6lar Nominal 90EdgA ua; Opaque 12/712021 No Yes No WA ....._.-_ . _ (InAMn K)LArW g; X coragurdonl - -- _N __- - -- Compote Edgeg: X c Mss Skeh Dow Fiberglass Is Do On•Mng/OulevMp x caMgurdn) 9 L IT.-Tw Fber-Clmtic and 8moartaw orHl NomMr 6ae098aquolN mpadaquw Oleetl 12/312020 o V0/ No N/A - 9 -� - - ------ I. ThensTru Fber•Clmslc and SmodtrStr Nominal -- - --- del : Glazed 12/J72021 Edg 6 uotaRm -- --- - No Yes ----_ No N/A Conseas6e Edge Flberglom Single Dow Composite 01 to Se Edge FM•rplNs Single Do I S -_.... _._ ..n.TMrm►TIU _______ gnseingODuNwhng X conagurall --'T4' -.. -.__.If: ifwidiFTrifFlmFCeNiEfM18531aaR3ter_.-.._._- lw ; % caagurdon) _. T9om�7 -...-Ps �FYII -_ 11 FBer-C1ntN NN 6mootRSlr Nominr 91.p9.i11UluolNon-Impedaquw: Olssd.. ....._. .__ IfflPaB aroTLiasi�-17/31 Compod. edge Fibergless Sipe Dow Compotat Edge Fborgess Single Dow ans.MpyOdswlp; X cwagadn) OnadpXMAowtrO,X c"urdonl__ _._ Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail p.g.2 m 2 I/Sy702 ) 161111M.vALEMA" ppga haled Modes. Number ar N•ma Quoin, Assurance $3aa1.QN6[1Od811 Cdwad Emlrrlon Date Palm-oil Iva use 1,HVHZ Approved her Use o ubildl Will pang( Resistant 29ww 1Ys22s2 1 SERIES 420 ALUMINUM SOD SERIES 420 ALUMINUM SOD OXO 12MI2020 No Y. No NIA 14S16aquw7r60dggd. NONREINFORCED 7 SERIES 420ALUMINUM SGD SERIFS 420 ALUMINUM SOD DIX, XO, xX 1213M020 Nat Yes No N/A i6&qud'.X606,QUw; NON -REINFORCED 3 SERIES 420ALUMINUM$GO REINFORCED SERIES 420ALUMINUM SOD REINFORCED OXO 12131=20 No Yes No WA 145.148quoWftqud. 4 SERIES 420ALUMINUM SGO REINFORCED SERIFS 420 ALUMINUM SOU REINFORCED OX 12/312070 No Yes No NIA Xo, XX 9B&qud .96&quo), 5 SERIES 42DALUMINUM $GO REINFORCED SERIES 420ALUMINUM SOD REINFORCED XXX 121312C20 No Yoe No N/A Florlds DeprUrwd of BUsim" & Prohealonal Regulation rage, a t Florida Dspsrtrnsrtt of eusfnaes & ProhesWnN Reguaton ingt, a, FlMlds Depsrtnrnt of &asklees & ProbeaorW RlSgulatlon ►eat l a, BtAft Codes and Standards Sandie Blltidklg Codes and Standards lams Milling Codes and Standards Isola Product Approval Application Detall Product Approval Application Detall Product Approved Application Dstaa gob arelat go Yh aobslam Oft rift inks gm mEmfm go feft imoks[ no go gobmm am Lm bmm Endo&= riam YammLailrme lhaafWh llrleelm ammmd ffiiie.iad Aummi mm 2m mm ONWN lm Raimd ammmLamh mgmium Mod &dEmd EBRAM MA aammd mm aim mm tieadease Sao" Btsmrcalmam )huf1LLY )dart aamftm OGAOM I &mood tam Ra.Mbn 21"7 Cbpry MdO g R'o*Im C«yny elwk YYMsbrl•q IMBrMk Tad" 9. *lion IRA, Gary Pastille 1129=17 MMOM17 12101111=7 Approved RevM1n 2M7 Cbpq BUMV Pmftdl Densely Mrk VlMsnrI kAdsk Too" services NA Gary Party« 11FJa2017 Ose/02M7 12w=l7 Approved Re.Mhn 2017 POT bukishi a Deal Rmlk mwr600 o am CER MMN&Deee I CCO - VAL 122=17 1 t2YA17 /2261A17 Appealed CMMW. ebllw Dow (513) 77I4m ale. (613) 6164amDOMwI 704m M (%0/balm Cow, :®mbr Dom M1)4ar-0100 (7m5163ar &OCMVwrSK*oW EldrMr Door ANWAMft y.aom serbr sqs$C000mEdDae M-omWSWOdysr a8eacwM dnr►fppadvesbeal ,n0apaara. Ibae*r k '- askwLMp aaa�mborrat lmMe*wLMV Comp§olw I* CwWkollerMark or lJatkp timYLammn aaa®dfaLlm aammdlaLYm hilt )arm aadl�I.Lefrm YeIftLALarmm ammmdi[lma aMm iaLum bill" naalm ,b� YmhluJamlmom aummmaKJm awls tort Omm has ibEAKALIIM efflfa UNift amenLemkilKno blatia RowLt a ammmm Louses a a! AL bti L2UkNMm goonLookilmgo ml0ali amlllLan arrrm mom ma ALMM UNONU Edon aroma okA%12m Maas OrrftJma BMW= bones 37 037 VAa PO"161: 1114A a4, 73, 75, 1000, 160. 70. sill Pan". 20 Sea sagbCer (up Is or eW) 06212mS M Yes Me e30 Pal 63 003 VW la PAN-2F163: 04ok 94, 73, 79, Ill 190. 411181'. anti Pan DaM. 25 @a) DeWbGr kV7 be 15V minim No Imo No e30 POFI,W 10 SOD41570 seine aYM rlrper) vkv twig arm Dow OW 4rA21 Yoo Yes Yes eN 7611, 4RVr, all OW. OW, 2RET. 46. 42, m, 4m, VarCCODE60174; Vafeesp Dtar POF 41RAW, WST, OW. 46, 42.06.40.421k !m, G06e. sap WIDOOMW74; Vat Owns Door Par 429, Des, WW GDWV, GR6B, GROW. AM, ARl GOW. Wall, dal ARM, AlIll ED$$. F.D66V EM, EDGW Florida DeparEnsM of Business & Probselonal Regulation no•, a, Building Codes and Standards ,lbws Product Approval Application Dehti IlM/ar7J7 FI rtrill R6f4nduae i.r anma.a lilt 20 RAkeroma are mac mms male Bm bdm Osmm AmboL iaalma ld dsom iddod aver Emahan m aesmd mom 2 135 SN Ravbbn 2017 CLMMSB OMbba dAADO,,m Dead Dam k LLC Ted Bomlon, PE 11130=7 1026=7 12106/1017 Approved osmprp Odebf Doom (641) aa1.9Me (306) as 4"7 bescesear, bearer Door oWpoRnnle dmded ennabbym C..gersm Mesa* Coliseum Mark or Us" al aataXaLbukm aNdkAYYmam ANKSMAbLlm ammMdallm !>eao Rom DNA bafmOaeedame namamemmmoLao MINIM Yredamsa amBmr f r 1 WT. 707. rn, 747, and 647 nge will Issas of Dews Fkah, deed, and Lou anal *lore and peb of /2MI/Aob Ym Ym Yes MA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail 960MLAULLWO Approved 0202 FinIR..U. Frame IGMG Single Hung 10MBIM23 No r.se 2 a 3 1n0ng20 mime Resistant Emma Yes No +80/-60 Florida DepertrneM of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P.g.2 d2 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail ELtEDLaL Bata 20OmPln4m Rath Page 2a7 sQ7/2020 f8dl Fi Lei Rd! 87!_• DreeDEm 2"raft YINVID ri0ra(fi Z rimau p YadlioLk Yalarad AWKW d FBC Aromlral Agamyed A" llDr Yrrpp mmidu YO[ 99= Enanerl Ucwsyolldrda Yalow aYOelatr FBCAarovat Agg(gyad Mom Rtvlfbn 2017 POT o R Mleml-Dade BCCO •CER MlamFpde &:GO - VAL D2252D2D 01272020 02202020 Approvd R.N 2017 MI wlndw.e sM Doors Br- Song. A -con Archeedunl Gwen M Udell. PE 0BA42019 36MWDIO DLW 7/2n1. Approved cry: W Crepwy:,AMdowt (0n1 (M 174460100 r7681715.2590 B-010 caliti Wlndoef (717365-33M Monufoclurem Asa lbllon 171 Ti 317-6454 6ubCregory: Fixed Irmr7nklDppinduktristc 8ubCa.gory: FTXed bsWgorarrd d.cam CompMvlt• MsthmoR CrtlSCetlOn Mom w Llsllnp om Cosnplires Method: t:srlmceen Mark a I.idlnv EIS FLa163194H2l,ela Ouallt. Assurance Approved tar We Approved for Use knoact Dy(gn R gWMXAUMLM M Aowowd fw Uae Anwowd fie Use 1 va LM219 Dmlm a"Radumt Ybml. NlaMer w Nsma Rduct Dmcrlpdon Cwrad E1rMYlOR Da• ID.Ill 4umM4.YaQ12 R09121 tRlalm 0 PIN-552g (L•rps Meade ill Yn31 FXetl Wlndaw OUJ02025 Ye• Yee Yw N/ 1 186 PIN T_ X 721nsuleled Glove 041032023 No Vas No .60/.80 FlorldeDspolilm dBuskaes&PiobsdorWReputation Mae,a1 Building Codes and Standards Imam Product Approval Application DOW 6tffimAl fume a10lam*a Osft aamLm nil 20 OfLbeft elm alma mm amlftmm OLma imam►Mh )ldl M& )Smoot moor awAmmal mood tom 2 5764 M.MM 2017 T1eIms.Tr C4apeasn Rbk votem LJrldn F. ad- PA. Ryan A loss, F.E. 1OMV"7 IOMWJD17 1022rA17 /201=17 Approved oaMpw- Erdrbroom (4`1111):11474111 PE-4340111 (MS)7 -un ta0abseryr alebasV Bderbr DoorAomnbam rMY•or.gOpmrrRrm- Ca•IPMO1oa Near* evokedo Repel awn a ooMl FMlda Ftegbbmd AmMW or Lissm d Flwldt P.oMarna 0 81 adnNN02Mdmm gooLAL ammmibLWA ammmdiLifs Ynm Omm Ya! boiML200 for 90*NLB mftdmLo m linos gdlmLk tie swans boom 1 a. aquoCPBwCWbagmk, aqu«AroddWigrO. asaso:s &*a tYlgrYpltok Geed rb.gr.s 122,/A2/ No Ym Ym NA amot'CberaGa4pek aaglokCbmiocrd saga•Lie«-Msleer"w011bnee CwdW.W6m RletlopWot Florlde DepsMnrd of Business & Prohssion ll Regulation Budding Codes and 8tandrds Product Approval Appaastim Datati Pose, a 1 ,R m,a FbrWa Department of &Wrens & PmftubnW Rsgulatim Bulk frig Codes and Slardeds Product Approval AppMoatlar Detall umola a raft MOM ask mm nombafm go aOUMP&M seam E11I11ILr Ym no ➢embmma 2111111 alum mm mmfmm Rom Ymmtaui MMMM ate Yalsdfd Ass" FMAmmm MONO mar ?ors mm mmmi&M rime aammaKAL&M MOM lmtidutd arurrd 0GAaaeml ammmd mm ReVWN 2017 CJyy Building Rowe Colywry Laark Yvssmdw Mb*k T$w4 ewMm NA Gary Parhw I12A2011 OOM 2017 12101MV Appealed PAVWN 21"7 Closer Building Reduces CW WM Wrk V I I Id 0 to Is& Too" awYbm NA Gary parkMr I IJZL2017 mn0/2o,7 12D62017 Approved Gasser. En . Down (613) rM41ar2 Mo. (613) 61B4 M orlwr•easier mm Ma (613)61946m arCaYpW.SedbrlrDeAWWMN M-mbBMdodowown epnor. ftdbmdoMamo I(160,e%.e7lwpa.aMo4dep.y.1lom C••msMae* cnirk ill a�mdmr d C..Paaarbe* c.MMOoan ill"«tadp gtmftrlameama Assessed ffiUse ammmamrLm low nmfm a�blf,rp gmYlammma amemmuKum hiffem ffum imam Raft Yea mfirOmadmm riomaarmamRm InmIN glraanrai bdiud names ame amlAeragmafslm rdrsatLWmhUW bless OddkM= MOM as m Om Van PARaFir: 73, 70. 64A• IM. 42.46, 4M, 4W OW Pan tell 26 gat) Sl gb4or (up to VW eats) 062van No Yale No e38 PSFA42 102 102 VA-16 PA"163: 73, 76, SW 94.42.46, 4M, 4W plod Pm "In. 26 aP) DWIIII (pal to 167 021rWg No Yes No e37 PIFI I 4Mr. OW Well. ORW ARM, ®0a VR70C00EM?4: M Dams Da« Par QUIT, GRIT, OM, DNA, Ants. mesa ell WMDCODEAs174; Via OMP Door Par Florida Depre7mM d Business & Picks ran Regulation rage, a, Building Codes and Shndlyds lams Product Approval Application Detae arNlatl rip!! 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Aowovd 1« u.e I Dorm 0001 Ymiat Olt gm Yhbsfsa Ym .el aumnwn Muaon 12nIa020 No Yes Yea IS wA MOM mm mdm%m go� inhmKaLi== mmmm m mtl LmmsYd EwLhEtml ammmd alma ROYMN 2017 POT k*AMU peen RUM MMOamb BOLO -Cast MMIFDatlo eWO-VAL 1210fi 7 IIIIIII 12ae20? Appaaod Cantpryl VIa10oae (941) 4m47to0 (766) St6aeao pI*OWpsy: Ydoee dnrlYOppldlaeM.own Cespl l Wee* CSrymsdwl Mrk or LMMs ELMOIAlibdmk ftmftlamma ammesdmclm d�mLRm Yet norm ARM ftwhoubbLimkKBAM buboLam m" gamm ubmiwiuLm hlma MINK a bib= Emmet I Nuaene far M Dos seat VAK%M AMMmMn Muterr 00rm=l Yes ym Ym "A Fldlda DepartrraM of Business & Professional RegulationPae + or, 1 Florida DapsMant of BUskaes & Pro/esploral Regdati,a IXee 1 a 1 Building Codes and Standards Building Cads and Sta dsids ,Alms Product Approval AppacaI Detail Product Approval Application Detail BCitNm GM afBLm go gem Ymbors go fSal21a�1 oft Bateau gem M Rmbofm Ym adtisIIam 20 mm Ham Bmmmm Ommm Yaaaalimm WON& bMM" shoot EBGAm®f Among mm amp bmm MEM MmL gmm iaummaLaLOm atutlM" mod" astamrd ®O,ami ml ammmd mm ems AMM ammmm FA~ 2017 Jar1rs "a"sang Pro*Ma as IshoollRlp Zhu ill, 1. 0Seea Jels1 aw imm. P.E. OWSIM? OLCU M7 05211112017 101"102017 Approval AWANN 2017 JWM lards Bldle RoredA Inc. 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EM6112 ume rlmmEalm taw Israel¢ gi WALUM &Ohmm blames Yea 2 NrdaPMk lap Bills OW-M-d Mp rlg t2At114M Ym Yes WA WA 2 Hwdow* LAP Blip tMwpmat by 20% 1213141101110 Ym Yes NA RYA I A. aqudzfigleb saf Flodda Department d Rude" & Pnol"Woral Repletion ram 1 a 1 Building Codes and Stadaids Irma Product Approval Appgeation Detail 11IIIls no RAVZANU 20 fdma Eeaamilla mt riWmlL x d armrr agAmmsl ammmd mar is*nWnPW Lyndon F. ImRlyddl P.E. roan J. lop, PA. IODVM7 ,Oi0eO017 lMilM/7 120122017 Approved (330) 6n4m P143400 (613) 767414" mnarnpmnoabbL- glmmammpm aoomus NJm eammllLlm leer Rolm mimOmsfmm femmaamlmtlmYm alma RMNML a Bohm bmarl Vaal«am Vloo foa 12/3121/20 me Yes No WA Florida Department of Business & Professional Regulation P.g.I of Building Codes and Standards 11204=0 Product Approval Application Detall EUPIUl14V PmGlds Moe haducl Oescrbllon CoAwalh mNDo le lw Use Aoorowa/o, Use � goal in US Outside 11VI12 Itimillarit Pressure Flodde D"llinen of Blaline e & PmbssiaW Regulation Building Codes and Standards Product Approval Appeeallon Daag Pop tal Ilean BNimal Osft asmLm go Rib RmLmfm gm 31m Ypmm mm omt good Ymatalk� xdbilm Yrldrui Wood EBOAm®I amend mm M.Mon 2017 Jose LMlds tuslq Pm*eYk Ma ftedap aN rue" 1. oases J•n aovawa, P.E. Ob262617 r LVM17 OSOM17 10/102017 Apposed Cooper, Panel Vast' pbal 34a-7ad7 Pa-24/21 (352)X7_M emboaup•Ir- $ON pbgell•naal•4fi••r••11•7 Coa10rms Mahe E.ehption Rspd aenl a des cure Florida PagMMrd Amhbd or LWPwW Flo Rmltoobnr Engineer aNafaaatbasrm a it LamltmsL aammumim aaameudiLlm mmLa oaLm Ya! LmftrtRmfoa gm alma gtftmlOQa strata lotto 1 CWMW* Lap sAeq err-csemnt as song 1203VA 0 Yes Ym WA NA Floll DepaMant of Suakless & Proheslonal Replaacn Peg. t a 1 Bull ins Codes and Standards ,ems Product Approval Application D41taa - slur ride 1mftY Rm nth glftbtlaa Ott slot Yserm lamdWes[ Omm Yaurtaal®ap ftladlmaa Yaadamd alfrard t10Aarmm eased atrr %.ad= WIT AMlde NMI Thompson Lyndon F. IdnWL PA. roan J. Mrs. PA. lem4mil iOAKM17 10n12017 12n22017 Appealed I - Ire Panel liVam (330) 622-Am PE43406 (6,3) 7e74mm 4M C.rpary. saMn naleng.arloaMMa.amm Ceaseless, rdb* Evolution report atom a rbrldaill ill dArdaset«aLJwmd FileMe ftla eMnr Enparw as glmftlAmesom Asmmadd -" amm lkLmo dmf norm ar! amooLmliamuffAKALlmbaWRredlam Smesaaaamlmmsa )alma odd& ma Ylllmm Lemma 2 6 A*WtAgbMo T4jquot; Bela Vale or am VkVA son 1211111410111) me Ym No WA ^� CD +� W L OCa- 0 O W W O Tt L O O N CU 0 O CD 0 cc > cn C C O N 0 Q L CU /u� 0- z z W J In m� CU 0 m m� CU (n -tf m � 0 ��1' W CIO C/) Le CL CL 4sessea < foo-oa C/) L. ICU V �- v� W W d Z Z Q J a SHEET NO. PA 1.1 Lgft Dm1 Vat,[,,MsatamduoL R.Malnn 2017 GAF Category: Rooang subcategory: Asphell shingles Complence Method: Evaluation Raton con, e Flodd. Registered Archhect or a Llcerewo Flonds Professional Eng near PLwDiM.A25 Pn.dupta a�g hodud allele Nardi w Nanr 1 OAF ASDnM Rcar SAhwin, Florida Deptertmertt of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P.oesas ,/1W= In I ioELor Dal jilts oat, Pendkw at i SrSi LJmtMLt that-, ALsmta validated 1W Yellow ammm FBCA—,,,i Aertm JL" Dona V W,n M.,uisorm, Wheat Minh Rob.] Nleminan John W W,e,m0ch, PE 12/1112019 IM 12019 127162019 ding FRC Appn Rev 1. 2017 TAMKO BuMmg Products, Inc. (600) 7W3411 PE 69166 (954) 772,6224 mMlah®L1ef com Category:U Roofing subcategory:ry: lM6Nleymenr 1 Conplance LLMhod: Evaluation Report soon a Florida Registered Audi or a Llcen%d Florida adesaw,al Engineer Quality Assurer« Approved for Use Aooro"d for Use Innowill Oeelpn Product 0,,wk uon Contact colonel, Data In MMI gam,HVHZ Row tw Fw6yp bag 6 Pro" Model. Number a Neu« FibarQ.as reinforced 34111b, lominared t-ab end 17J162022 No Yea N/A WA 6 NO 15 UL k1p410pe .oDnM ahlegle, Florke Deperbnw t of &minsse & ProkaWraal Regulation BWlding Codes and Standards Pr+oduat Approval Application DsWI BA1l1a� 900E nemwm Done vmloa WMroEeu 9sMm ra�SellJMse Ye11.N.gL rwvMbf 2017 L.V. Thoapsm few as Thane son Amabaafrw Torry Csrrerw Zdw y R Pratt Lose ea.eM MtW Caepse,(TAMOo) (613)246446/ PE-74021 (SM)No-law Oubowr. Radktg brty0gwrwbYooiq.own err0ireoryI Rooap AaeMawM aft M M rwpN Pan der RooOrp eY■l„n GafPO■aas artier EvaMroMon Resort com • Ploldslif gl d Arteed or a Leonetti! Frdds Probnl w Ergk* ailsswnfomkm goltame aaa mamtrm 9rrsMamoo 3 TAMCO OeAMp. Rod Vat with Soft 25 W. aced rod vWMWN wet k+wgnl■d bars OOIOel2Qt Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Peviall II +2a�mm MWO 6tlih w 20 Oat Dale PMdMp gorse Created yyicterso, vdLdar.d a VtllAdtd sixty ea PSC Apra,d Aprovad it" Ken Eden Zacturry R. Prowl Locke Doavden P.E. I On 9/2017 1=52017 1020/2011 12M2J2017 Apprwed (411)924.0644 PE-74021 (334)300-1600 Man edenli temko com read 7 a, Florida Dspartinf rlt of BLohm" & Ptofaai"l Rs Ar1lon lamer Building Codes and StarkanN Produat Approval Appuaauon Dsfall B� Yemmf NAMd ENIAMMro Aemaf am" mm Yemlm mtlleeet 9stelt moortALMeoO lLlYfiaLNt 1OM02M7 1010101WIT /004720,17 12r2rA17 Approved FW kbn 2017 1TI+e++f M16 had. dui ThOnpson AMhbft .1 Year CarW,wn Zoo"rt Fdnt Lode season MO* Corrso,(TAMCO) (913)246,%M PE-74O21 0M)3WIGN 0 1 Sol rboep Joan M bCabyM: Ptmbq Ae orMW all M an Wren pad de* ftsing eAMM Oernpas,toe Neer* Itt (wpe,n cam ■ Fbddo RoprWW Ar&AW w a Lrw*ed Ick. PlebawN awiw Peas i a n ,amte Florida Deplorhtrnt of WjWn e & ProfeemonW Regulation Building Coda and Standards Product Approval App" III De tall P�+a+ +arm,d Be/Na3i gob silks gm NOW 2damogn 9m Don IN" somiliD Gomm S o uKAIMm IMAM t lLa@" affi reY1 AMWW A= Noon awrlw 2017 LV. In«Ipsen, lift tar Thdnq«n MdMoomY Tory Cwdwm Zed" FL Pried Loeb Wowden 10n0/A17 IGMO=17 I0f17=17 12MZ=17 Approved MSW corparry(rAMCO) (013)2494456 PE-74021 (334)300.1=0 daOloewy: Ibabe .am lubCom My: Roo" Aumbeabs Nat M an a+l,alt Put d ore Moan laplem Oeaeeame et~ Evatm" Rspart lam a Flores neO' 91 ANhbd w e LbwmW Flarlda P,rrledotwrl irtarrar BAIIIHWUzmdmk grdltAEOLOEEE AL1MmaLditJMs ammafalLum kill" ace am! rZMwdgmodmm gaMrmldMagm hit= ammo AE aD Pane 1 TAMCO Flo Top 00^VP NMWM soft bfTb Zd go. ease redwralai,r resit bstee osoot2 6 YM Y« WA WA BilNarnt no gate ROLEN dDE gill gets Yalietl ANNO W aKAemlW ANO MM! elm& Done slat® mMmre i&lc=17 Mainly 1QM?wI? 11/12/1017 Approved Ra7rbn 2M7 FlorMS LMW Prodgoa Iris lLai,sw- PAO" SWAMbpy: Roebtp Adwrorlw eft M M Ytwa PaddSr Renee&Pbm CeapSeaMaeSr! ENlfrllen ibporl Lem e Flllda RaSMWed Anksm ar s llaw*e0 Football PMboebrt Erlea,aor SAURAdiamook amonibLae Aeme.11Lus, am gWs 9umAmeme aml&uli[SYe AaEMafNtJYE IMILt lime ME2 1,HYM gmlW= mom a me AMA BOeraieodolEE famraMmtlElm Iolaali 9rLtamllaE aorrrr ft� 3 3-FIA11Co0quot;W10Ridge vea&e.ot Year Yn WA WA 4 TAMOO Round Top 01114MIge Y+era wtlt Moo Ifr Too 28 pre. drat metvanlYw rat bdb ocovi 6 Y« Year WA WA Florida Department of Business & Professional Regulation P.O.1 .12 Building Codes and Standards 1r2Q,= Product Approval Application Detail C291 fil or igpi 20 go , Ow Pendlna gat 1Yll Y!1sion t L2mee Mdrasr&Lactose MdOW v yBlletta0 ataIDMffi PeC Ancrovel Aperowd ago R.Nslon 201/ Barrel Roofing Anderson Robin IAPMO Uniform Ewlu.bon Gary W. Vhnar IOn&2017 1001)0/101/ 1o212017 Approved Category: Roofing (a01) 3a0-aa, services LLC (205) 054-010o auleC,tsgary: Roofing Tees RdunAnoxsonobolsl.co Compll—. Method: EwWatlon Repot com. In FU91441"/ Products Product Evnluslion En91y Bao t Product Model. Numbr w Nam 2l01I1i(daal6aiO Rodud getvk*en Crltrad Ermlr*lan Ods Acorn dfr Ue, Apwaved IrnHYM Outside ter Us, N1MZ WNW Resistant gran, Fwsfue any ■ vs- o o es 1T 8mont,900- Country slat.. Hertford Side Snake Sate. Flat RoOle-Mak:w, CA t7'lli12 0 No Yes NIA WA Soft Old F,gNM Thaloh 10 SOkony9oo - Country Sate, Shake temp; Slw Flat Plate Heneexn. NV 12/31/2020 No Ye, NIA WA 19 Sazony 900- Country Slw, Sfnat., awe soup split Flat Pronle-Lek. W.Ies, FL 121312020 No Yet N/A WA snake 20 any 900-Make 3emp: slate Fiat Plane -LNo L CA 12/312020 No Yee N/A WA e m m vN 0 es 26 Ville 900 M drum ProSa - 1 ate Writes rL 1711 2020 No Ye, NIA WA BAOeeI gob DtM stones m ubd= Revision 2017 BON soli" Comwam crap Ma Cahaety: smftwt Capewa, StrOMoeayt Tnw Plewe GMpSrbs ftgwr avtoMln Rs0o+l to n e Pmrp Mlelbn E es sons 2 rTw SOOIApe* lees Pura Fkrka Dapwbnw t d BuWlnsss & P. *M@Wm W Reguisdon Building Coda and Standards Product Approval Applloe9on DOW Fataldl ,aMu Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of I , OMM Ls9e awes or 911t Rio Dow rArndera LOU Elm BW YLOdan MMUNOUEK a LiC o Valldowd r$ubndtt6d PSCACWOVd Approved Kom mm version MMLOwurer R..— 2017 GiotNu Protection Products, LLC. Tim Roanson Wader A TIIM Jr., P.E. John W. Kn ,mvim, PE ostut 017 01121/2017 09/112017 12M 22017 Approved Revision 2017 AN Arro nc.n Shud.ra and (slats Category: stoaen (954) @W/545 PE-44107 (954) 7726724 Category' Shull eubcwgry: Stomp Panels tsn.mbloson,Z9ppentam aubCwgory: 9pr11 Panels C-Wllors. NW d: E-Wiftion Report from . Crtpllenca eldhod: Ev,luellon Report Dam a Francis Registered AIMNecI at a Licensed Fland, Honda Registered Arohrecl ar a licensed Flonds Professional Engineer Prdessfonel Engai Proust Model. Number w Nam Product Doraccriodon Contract ewrtiM Date Anoravwfr ties Auuoyed to Us, In HV11Z Oulslde wmz IM2Mg R«IwM 22WM Press 112" NYodw Mo61. N1e!io w IL= 1 20 Gage Gah enli Steel Stwm PeneI,,MVHZ Corrugated! GeNenlzeo Meet atom Panels retained 1213120M Yes Yee Yes WA / 24p. Galvanized Steel slam Pads BAIdlaa mYa[ gm gut 9SLJ aorta gods gold ausEL&HOMM xdddum l0riml bftW n&Amm W &ANM Yon Dtm Monde m.wet 6bn Lauer IOC Eveaween apneas, LLC WON M. Rarbr PE genea017 pee mi? 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PE oome/A/T cowrio17 0621PAiy Approved (N7) 0164473 (407) SM-1917 W wbowskw w.00m RwMkAWeee aaMMLIeJYe AWNWMA[lYe am now EN&NLRMrime 9osMnr-mmoLow 1. mm go mM.m ambim Pmme ebW connector Pww 127312022 YM YM RA MA Florida Department of Business & Pro/aabrW Reguladort Page t al l BuAding Codes Arid 8landerds 1 anou Product Approval Application WIN lo&A am sets 21*INam gas 9amd aml.LaJLLW011 YafIYMNI 1(Mmm SOWW ra9Anmwl AowM. aria Cbk Jaws Jam« L auoker, P.E,& III, ' JO M Rlsefar, 100112M7 IOMMIT 1aww? 12M2v2D17 Approved (004) 783-M CR" Erpa*sdne P.A. d.rlrittMweAaw P661242 (aS/)414.7557 godkA 1oeE Aa goma mm A®aLILVIN am" slow meLLanadde faodramrmMM teJ00E ad ML= BONId mme Ak shkM RMpa Vwb for pkhod roan bbtb.we 12M1/Ja20 No Yn No WA ace OAW Aketriban Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Wit, or a License YyMstta.et Maw B.rbiM Frank L. Bernardo, P.E Troy Bishop. P.E. 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Sited LA" $CC Evaluation awdw, LLC Vmm IL Ra ear, PE OWM9r2M7 ON07MO17 OaQ1PA17 Approved Caryty: 111 D■apoaeres (647)9164473 (44MU141M7 MrOabgonn TrtW Prow WNMOoobw w om Caepbltn &odor ptfraan Rap, Awns PMduol Babe ion E cy BtlmEmrmem 9rseLAm AmmMLOLWM AsmalaLNm mler 2mo ABOA emantammon 2nouLamma20 felAaE 9limlmE BrNMr BOrlm 4 rrw scausaaw Yvan Mtn conrd"Pilo 12r317Ma2 YM Y« WA WA lsasdgmdM Flat ke Deeparbrard of Business & Pmbdaal Regulation Bulkkp Codes and Stenderds Product Approval Appllaetlon DataM pegs l a l ,aM/e Florida DeprhrarLt of BMOloea A Prokssbral Regulation Building Coda and BWMlyds Product Approval Appkatkm DOWN p,g„ a, tame Fiorlds DepeMark of Business A Pn7fassiorW RegifMan par l d, &Adklg Codes and StrLdards ,am,s Product Approval AppNcrlkn DOW 6� 9m al" 91M gm mtalnEaM gm �� gob aelut go 20 2VAb mE MM walrJr rat aeaLr gut no Rlkhamo go bw !Mole !merle[ 9aM0 LmotesAtiee Mdoo t NOW lM aaAMMd homwf Nis& in limm malaise[ 2m" aMOMealiEma mmmmuIL ittaaLsf ltr.aMf FacAoamg AMmaf Noe Ave *min olosom food femmALYsm mddo L YAmml llrmalW BW M" &N wf Yore R. 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D■leSwy: Dbtffaral ca++poes,+w p1{)lest-7 Cslecei ablrmrd coneowes (314) 661-74W LLC. errtwwp Tnw Plain a" pale) B99-sA00 SubCaMOM: These, Poster does, pMl.rlom ��a atr0ewawy: TRW PM " dwAafMLOwn pas) age-M ca.paww lAfer ekwao,+ eA noon e a Row -1 OarfepYwnew w Llrarsr LMMsaort Rayon riven o OsnpOwlss Ilrerr EvoNUn Peoples ram IsPbrtl dakfAoe � PmrKd wf aM1P Pror,d awWtlw Ell*,' B6UEALBOYm 661BAlBOem 9alkAn AmmanKan AemetlaJ N Land DAUM 9rMeAmoM hommodaKm a aLaMe lYl Intl gown gwisLa M AeM&ik t AaamealsLWa char 21MM Wa EMONJMe00Ma faaed�mam inHWE gNumwmE &neat mme mass Aoa BO hgLolwd911me4ddlMe,Ml inlmli glumLt= Bohm warm Nana Bob& mrlraeeateam gummamommiNAm him gWefmlL ank" a W 2 Mille Is go, trues corlr*dor Plat■ DIIM7A22 Y« Y« WA NA 3 MTI*e ,s IL Men e/att-at sun llarrwclw plos, oL0IrJM Yn Y« WA WA 4 MT20 20 ant- trt*s owa mw ph , oimrj 3 Y« Y« WA WA lmo9aim ar&ogailta mmdfamat Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P.ga 2 a 2 1rzwM20 Left aildi th itty or alit amt 9a48oee am Man VL+lton MMuMMMor comma anathaoraLicense VWdaeodBy validated mmivtg FlIcApoow Aparoved "Us Editorial 2017 Weyerhaeuser- Rob Saldwin ICC Evok eaon Service. LLC den Lehrr. P.E 04t012019 03222019 Will 019 Avol—d! Change Category: Structural Cowponents (M) 924-64?6 (lees) 6311 alECwgory: Engineered Lumber Robert BekhNnQweyrne C..wllance Method: Fvwucilon Report come ea14r.com FLOS F:9lgProducts Product Fvalustbn Entity ate± ftorrct Model. N moor a Nems Ra A t Dasttlpeon Qudltr AMrnns Catlett E1W rtlM Date Atnrav,d fair U., Armed ID HmZ OulelM for Us, 11VtIZ IA,ap SOIffim gads FLltlYQ 1 Mcroosm LVL Larr instoc Veneer Lumber 03131=21 No Ye, NIA WA 2 Puanam PSL PreN.l Strand Lumps 0331/1021 No Yes N/A WA 3 TimnerStmnd LSL Lary neted Mrand LUMN OWV2021 No Ye, NIA WA 4 TJ Porn Word aructurel C—P.M. 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