Loading...
HomeMy WebLinkAbout39910 Dawson Chase DrABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Rad. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FR DR French Door RECEPT Receptacle ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF B fold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BLK. Block GALV or Galy. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss 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 KIWALL or K/Wall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam LINO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V, Dryer Vent NTS or N.T:S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL orV.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR Vent through Roof EA or Ea. Each OPT or Opt Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation 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 12-8-15 2.0 ADDED VAULT. CLG. 12-28-17 3.0 2017 FBC UPDATES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. ALL WORK SHALE COMPLY WITH PREVAILING CODES FLORIDA S IILDING CODE, NATIONAL ELECTRIC-, i.,',0Q1E, AND THE CITY OF 2-' ORDINANCESL REVIEW 17= IS1 F DA �EPI°ITN1OL PLAN EXAI'V111 1941 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 ROOF FRAMING PLAN 8 LINTEL DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. L ® Q 0 0 f N z o to z Q M c:' � N - M y � C V � VJ y L1J O o Q W Ln L E o �N = N � � U m 8 on z.. z20 FIAMM0 U Op N Q Y O sm N N M Z_ Lu LU Z=�_ N � II C' F ��,,J 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 - Resid' ntial 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engin sees signature and seal. r` C::,w co co w Z M J o Q tL : I_ E OV z ¢ E O Q ON Z oa C6 Q Q.XU oE �O UOU 0 01 a� N N L wo 0 ¢ O r� m ra (n C C'y U N O O o, Z r) J ¢ ° o� Q W z ° 2 sZ w LL 4 p a u w IT� o dioZ � M_ a CD V za r ova C C:)0 E2 N L > I� L O O .�. U) C) C v n1 m 0 N I� ~ W 3 r r • O_ O LO T CD O M N o z Z O " ' E Q y Z m (= 0 U J Q Q G J JOB NO: 19-5894 SCALE : AS NOTED SHEET NO. C S O A (D H.B. S3 EGRESS EGRESS 20'-6g' -- -- O-O �b� __ as N PfSY 16" ih AC PAD \ \ 17- cN O0 CEP a Xw w ui� - 10'-4" ") ^ 10'-42 W o 2'-4 j FIBERGLASSO 'Ice I SURROUND N I I d 11'-01, S3 TYP @ 1 STORY bo a' RANGE': = N °a� I fn I B 2„ 2'- 5,_ 1„ r o N j Q J C) -I OPT. REF. I T I BEDROOM 80 CLG. I CARPET BEDROOM 3 8 0 CLG. 2 CARPET q ' ,_ „ ILE =o W 0 cn_ z S G to rnZo - Iqo `b o o Ci OC7 E I CAFE LO 8'-0" CLG. PATIO CARPET - BEDR OM 4 8 0 CLG. CARPET MX O w TI ESI Kw/ ISP r_ _� I D.W.1 o o a� C===� ______ _� o -- ----- 4'-0" - 11'-7$'I I 5068 B.F. 8'-8" 64' 14'-6" I 5' 4 4068 B.F. 7'-6" N 6'-10" 4'-7" I N M -------R&S r viico � R&S HDR AT T-4' 23-03' 3'-10" 7'-8" 10'-108" 6„ 7 I 5' 0„ ' in O I ENTRY o 0? O M � ' FAMILY LY R M I 9'-4" CLG. I CARPET R.A.G. r 3068 I 1 8'-0" CLG. _ LO - 0 � 9'-4' CL . 2:12 VAULTED CLG. I (4) 2x4 #2 SYP _ 00 in ATILE S3 ~I O 64" f I "�°° 4'-0" I AHU K STUDS W/ USP S3 HTT4 @ BASE r---� IIN WI I X Q I CC S3 G.T. S3 I I NOTE: F ISHED WALLS TO BE FLUSH. VERIFY IN 1C7 FIELD. I I I 1 I I 8'- " C G. • 'hN TYP @ 1 STORY OPT. DPT. I I I 00 o N I 17'-Og" (4) 2x4 #2 SYP STUDS BERG LA SURROUND , o - 2868 T 0 SS 7 D 60"x36" SHOW R&S ------ HANSON BOX @ 36" A.F.F. DRYER VENT THRU ROOF 2668 7,_8„ 1I 11 1 1 - S3 b� EDGE OF SLAB 2" BEYOND WALL 20'-Og" III � II O I I Ow I w I I p I I X I I m 78, II I I I I - CD e I I I 5'-3 " 82' 3' 10" '-1 „ 3,_0„ O0w A 6= I N ' OWNER'S SUITE 8'-0" CLG. B 00 CARPET M: r W. I 8'-0" CLG. CARPET I rn ICa8'-0" I 2 CAR GARAGE CLG. 2'-6" BUILDER TO PROVIDE I I t I I I I I I I v. g TIE I 0 c - R&S I J O APPLIANCE W.H. PROTECTION N WHEN REQUIRED PER FBC I I L T----------- I I I INE 5-SH = 6" DP .T 0 _ o0 A D H.B. T S3 S3 '4' L T- 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 20X26 184X254 S.H. 13 20X38j 184X374 S.H. 14 20 X 50 j 18 4 X 50 S.H. 15 20X63 184X624 S.H. 16 20X72 184X714 S.H. 11-12 27114X26 26X254 S.H. 1 H3 27 1 /4 X 38 1 26 x 37 1 S.H. 1 H4 27 4 X 50 1 26 x 50 S.H. 1H5 27 X63 26X621/2 S.H. 1H6 27 X72 26X711/2 S.H. 22 37jX26 364X251/2 S.H. 23 37 q X 38 � 36 4 X 37 3/4 S.H. 24 37 j X 50 j 36 4 X 50 S.H. 25 37jX63 364X621/2 S.H. 26 374X72 36�X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 � WIDE S.H. 32 54 X 26 52 J X 25 j S.H. 33 54 X 38 j 52 4 X 37 i S.H. 34 54 X 50 � 52 � X 50 S.H. 35 54 X 63 52 4 X 62 4 S.H. 36 54 X 72 52 4 X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 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" OA +29.7 / -30.8 © +29.7 / -39.2 +28.3 / -30.8 O +28.3 / -36.4 OE +26.6 / -28.0 IF +26.6 / -32.2 ` SEE SN SHEET OH SEE SN SHEET 40 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +34.0 / -44.8 WALL LEGEND TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1113111 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 FRONT ENTRY 24 TOTAL AREA 2376 INSULATION REQ. LOCATION I R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED FIRST FLOOR PLAN - RR V 1 EXT FRAME 2 x 6 I R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) I GARAGE SEPARATION JR-11/R-13 KRAFT FACED SCALE: %4"=1 r-0" (GARAGE / LIVING) r� L c� M Z N � z a z Q J M � O U) R Q) U o 0 LLL y Y w 0 0 V o a 0 In Uri w c E o U 0° W Lf e e o g = c U, 00-1 0 NN Z N N 14A 1 a inz'° a Q U) � Q aESS To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. o C C17 J ¢ w z M cd E Q o� o� ak _CL (6 ~ g0 wa �o N (d o¢ �zz a= o0 aZ M (n C x U O m� o 0, Z Y Z N ' a e° a � z g OZ a � U& LL a �w ~� 00Lu¢ �E a0 v l¢ 0 0 0 > d. ^L' W L_ O �> O .-� °vi O Q a- C m co U N � c o _ c r d, '- o T_ LO o Cy r r ei w O � CO N d m z C) E 0 iii h w Z tm C d E U _j � Q p C C JOB NO: 19-5894 SCALE : AS NOTED SHEET NO. 1.0 9'-11$' Z-84 MIRROR �S t� I� M � z N O _ 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. HDR HGT. 1 _ TEXTURED °0 00 -1 CEMENTICIOUS to FINISH ON C.M.U. (TYP.) F. FL. 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS TEXTURED 12 5� T-O" RIDGE VENT 12 5� 12 5� 1" x 9" SMOOTH TEXTURED FREEZE BAND HEEL ------------------- I%w I ------------------'=r------- +3" SMOOTH TEXTURED BAND 14'-0" RIDGE VENT F30 M — — T.O.M. HDR HGT. TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) OP - - - _ F. FL. 12 ;:E�5 -------------------------------------- ------------------------- ----------------------------------------------------- 1141 SILL PROFILE ELEVATION 0 DECORATIVE SILL FRONT ELEVATION - 61 SCALE: 1 /4"=1'-0" 2'-0" RIGHT ELEVATION - 131 SCALE: 1/4"=1' General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION "G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES' ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. I Exterior Covering II 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 not less than two coats when applied over masonry, concret . 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 pro ides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA I SQ. IFT. i� 0 LJL 0 a U Z N O o z �LE3J (D Co Un Y W O o Q , IT V) c l/'1 o � � U 00 rl, m O 3 = in,n 9 ! ®0 Q m m Sm N �O Z�M rn It o N9 22 i It z JIM .j E m -.'. W W ti. ii C' ' W a o�LLo Ld ' •� _ ` ua 01 Ca RD ' �.. �• C , ..� F �_ •• O�11t 5lt1k 1E 00`�`� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. o M o w z z¢ 41fl U_ O s° u z ��1 o Z® ❑ a XO�O ab aU O E N �o i az ro C 2 0Y UZ m O zGn rn J a ° z son Q 5, z �K CD �o cD v Ia zla 3 c 0 0 .N L C:) O 0 Q CU C 0 N W C co O LO T O O ci (D M N o m vi Z Z m E E v a c c r1 U � Q p JOB NO: 19-5894 SCALE : AS NOTED SHEET NO. 3.1 C a TnM — Off 12 5� 14'-0" RIDGE VENT EXTENDED — OVERHANG TO BE CENTERED — ON DOOR 12 �5 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS ------------------ TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) T-0" RIDGE VENT 12 �5 REAR ELEVATION — B1 1" x 9" SMOOTH TEXTURED FREEZE BAND 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS — — T.O.M. 1'-O" 1'-0" HDR HGT. ------ — — -------------------------------------------------------------------- -------------------- O" TEXTURED TEXTURED CEMENTICIOUS 2'-0" FINISH ON C.M.U. TEXTURED o (TYP.) - r CEMENTICIOUS 00 00 FINISH ON C.M.U. to (TYP.) ---------------------------------------------------------------------------............................................ I--------------------F.FL. +3" SMOOTH -TEXTURED BAND LEFT 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. 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. 0 r' 0 0 0 z � o z v Q M a_ M N z LL J 4 Vj Y W d U � t/) cl- o U 0c m T E o g Riow ;' •.. v! 0, 0 T La sm I I N N o� I� z y Soso a o Z LL O m o 5LU a w = 2 j C LL O N LU E q z O �oa N.. IUL _F U •'• 0 •` g �o F L 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 6thh Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal, r— o M w x w C')p Z a J L.L CL E E UO z o �� �� � » <a z® oa w� 0. oo oa oo ou CDro C'4 z o Q z L. ro - C Z o Y m 0 01 > Z z C') J cq o F ° o 2 m z 30 _N N F o� Jz a =3 F o a cD b. < U C O 0 ^L, W .� C:) 0 0 IC -C v N m c t\ LO C)O y T � C) N o m C)M :3 v; Z z E Q �m B a U � Q p 0 JOB NO: 19-5894 SCALE : AS NOTED SHEET NO. 3.2 —r - _. �. ,1 I .�� 1dRI L� I 1ll Ja. 1.l.V � ;iq-1 i F ____T­__ I A I VARIES 1'-10" 12' CAP CAP 2" T 2" *NOTE: iv 1" 1" RADIUS N FOAM TO BE USED CD ONLY WHEN 3 1/2" RADIUS 1/2" RADIUS r REQUIRED BY - •-IN COMMUNITY _ 4 1'-54' - N 00 SPECS. IF NOT, ���� N Aa "t i _ 3/4" RADIUS DETAIL TO BE 1" 2" OPENING VARIES 2" ->I BUILT W/ STUCCO. 1/2" RADIUS N 1" 4„ VARIES - EDGE OF rav rN 1-0 1" OPENING - VARIES 1-4" 0 22, VARIES _ 1141, 12 VARIES CV 1 1/2" RADIUS r � 41,E 2" 4 2 1/2" RADIUS 34a ,h v N c�l_v � VARIES 12 32' 11" 321" in .-ry 1" BASE BASE 3" 2 z ' '4, 4 MIS 1„ 1„ 1,_8„ r a �IV `" 11" o 2 ro *NOTE: VARIES 8" 2" o FOAM TO BE USED a 3„ ONLY WHEN REQUIRED BY T — COMMUNITY 1" SPECS, IF NOT, 1" OPENING VARIES chN 1" 1'-4" f�— ��� DETAIL TO BE ® Q BUILT W/ STUCCO. 2a" •0 EDGE OF ' N — OPENING N LU wigF' m E o i 0 1-1/2" THICK 1-1/2" THICK ®0 4" 10" 3 10" 6„ - N Vi N jk 21" N °v W a > = LL z L �"' C N O LLZ H- Ern N C CV IN *-M W E]0 all rn 4 6" cn cn i„ 2" 4" 3„ N w w 2 nt 2" 2, ro M o 1-1/2" THICK 31" 1 21 4 rn 'I<t 2'-4" it c 52' 1'-5" 52" I CD _ 511 1, 4, 3„ N co - 4 -IN � TM C) 2r' Z. a" 1" 12" T VARIES VARIES 1" I z LO rn 1 W_ : 22 To the best of the Engineer's knowledge, information and belief, c j the structural plans and specifications contained within these Q drawings comply with the 2017 Florida Building Code - c VARIES VARIES Residential 6th Edition. Engineer's signature and seal is only for v• the structural engineering portions of the drawing pages bearing 0 = Engineer's signature and seal. Ilk 44" IIy 8" 3 I I 32 `� 00 M a 3„ 6" 4" KEYSTONE F11 b YSTONE F11 U_ g ° U - r--------- _ . Q� o ¢ N Q iv i i�t �1' OPTIONAL OPTIONAL 0-0 o rn r co o 00 j co ; ,Q 0. to Q� 1, 41 I. 3, o E E < Q 6',. z 4 � R4q`r" „ 3n N w o � w oll4" GARAGE DR. OPENING 4" 3 4 7KE WINDOW OPENING 4" 4"a o° c 2 NOTE: _ aci o ° ' w 1, • INSTALL OVER STONE, TYP. —' w z z • FIN. TO HAVE TRADITIONAL Coo Qdz VARI ROM LOOK & SMOOTH FINISH a o • FOAM/ EPS MATERIAL IS a 3 ACCEPTED ` ;3 w d LZ iw 0- E2 NOTE: c • FIN. TO HAVE TRADITIONAL LOOK & 1 3 1 1 2'-1" v SMOOTH FINISH 14' 1'-64' 14' 12' 54" 1' 12, 54, _ > d 2' • FOAM/ EPS MATERIAL IS ACCEPTED 4" 3'-0„ 4„ 1 10„ 1 -4„ 10„ o N r �� �= o o 0 CV o N � LL n' m ) a� 1 N W tZ o r �. r/ O CID r.r-� 4 alp T LO T N r 2 rn C r E "c (', z c w M N o m ii c 00 O 'd' � i ti z O N m rl M M r c 07 �� 0- U J Q 0 cc J 11„ JOB NO: 19-5894 z SCALE : AS NOTED N o SHEET NO. GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) F 1 m- �r • ACRYLIC SAND FINISH d v i 611 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. POWER CO. FEED INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94 200A INDOOR PANEL CENTER #14 copper to lights & outlets #12 copper to 20 amp ckts 110-2 copper to WH #10-3 copper to Dryer or 4/0 SER Alu WITH CODE APPROVED CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET FfF DUPLEX OUTLET ABOVE COUNTER �wP WEATHERPROOF DUPLEX OUTLET GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 24 FOUR-WAY SWITCH jR RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE i-_ WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE +PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS e TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUSTFAN EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) WP DISC. GFI H.B. DEDICATED RECEPTACLE FOR MICROWAVE RANGE unnn non on�no f [e]o PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR I I 0 CO CARBON MONOXIDE DETECTOR ' VERIFY LOCATION GFI j ----- -----J ELECTRICAL PANEL CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) K TELEPHONE (OPTIONAL) RECEPT. USB TELEPHONE/USB (OPTIONAL) FOR ALARM VERIFY METER SYSTEM LOCATION WITH T TELEVISION (OPTIONAL) BUILDER © 2 (2) TELEVISION (OPTIONAL) (1)9 STD. HT. & (1)0 60" A.F.F. O THERMOSTAT ]M ELECTRIC METER NMI_ ELECTRIC PANEL _ I DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G r J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT MAIN FLOOR ELECTRICAL PLAN SCALE: %4"=1'-0" 0 0 �a M � 0 z 00 S z CD Q M 7, d N M U)V) z o (D T VJ y w 0 0 w N 8 M '— U ra w � offt— m E a 8 I I 0 o m c ( ° ®0 Q sm N N N rn m 00 Z �M = J�a� W w LU � w W Z Q a� o HzeErv5 U) :2 EO d W N Q M Q LLQ 00 rn 0 N 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. o w co M Z ¢ o Z L a E �o 0 w0 Z >m < oa 0_® F_ Cl QQQ O XU &a W K 0 O S� O E N i a z ¢ o ¢z a z rZ m0 Q% to J N m < Q W �Z 2. U��0 oEE r3 Jz =r O eo � � a Za 13 C 0 O nL, W ' > ` . 0 0 .-. 0 Q L N IZ m U _ W C O M TT T— I\ — N r T— O M �; N O i o Z M Z N E 0 N c a E U _j Q p JOB NO: 19-5894 SCALE : AS NOTED SHEET NO. 4.0 0 N L � Q 0 \ o V M z N O p Q Q v J M � N M z � C ll LL 1 l r Y W �- n U � } O W L �o N 2 o , m W w— 2 E o $ z = ®C .N. N o � M rn � �,-� o e MW r y O * A+ �9010 cx:> R 6000 CZ> . To the best of the Engineer's knowledge, information and belief, the structural plans and spedfications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. o M cog z w Z � a U- QE �� zffi ooa w Q� 'T _® 0a r6 K O F 0 OU O O d N N z ¢o ¢o a z �W L c z OY m0 O Oz Z N rn J m a ¢W z ONE U a <� go W k C oZ w O u �0 p= a zQ OUP C O O L /`J _ L r O■ O �..� O Q CL Y U m Al � co LO T r- m m � O M N 0 ^ o z Z 3 N E O a 0 -j a o '; JOB NO: 19-5894 SCALE : AS NOTED SHEET NO. 5.0 c d 5'4" 1, ems„ 3-28 T-O" H.B. 5'-0" 6 5'-0" 1. 5'-10" A TYP @ 1 STORY S3 U.N.O. T-10" 1. 6'-0" 2'-10p" 5'-11L' 5'-0" -4" .......... ....... ....... .............. ....... ...................... 3 2'-9 6' 16'-0" -10" . I II I •■ Cfji 0 — _ 0'_0" I o -3 1 /2" I DISP I \ II } } ;n in 4 I LD.W. s3 _ -SINK ----- - - :: - rr= -� o I �� j oo ao :. III } 1 A - S3 FBI _ o 't I \� Lill= ___-- CHASE TO ISLAND-_ I I # I C TYP @1 — — \ l__I- - - �\ \ - I - - - _ - - - -_1=_ - - __ _ -. - - - - - - -_ - ■ - I I - - - - STORY U.N.O. STEPS AS REQUIRED -. CJ ---------� CJ OPT. .. -TCJ CJ' PROVIDE 1 E RECESS",'-. KITCHEN ISLAND REF. ; : FOR SGD. REFER TO CJ I ■ 10'-104" PER FIELD . , , , MASON'S SLOPE FOR LOW WALLS IWIDTHCONQIONS ... , �Io .'' - 0 LO I 16'-10" 12'-10" \ INDICATES FILLED CELL w/ 3000 PSI CONC. GROUT FROM FT. TO BEAM 1 HVAC CHASE 1 :: .......::::: ::::: ' :: ' ' . W/ 1 #5 REBAR VERT ABOVE SLAB TOP OF CONC./ PAVER T BE 4" • () BASED ON O 0'-0" ' ........ ■ ■ 4'-0" 4'-4" 4'-6" TYP @ ALL PLACES SHOWN LOCATION BELOW FIN. FLR. HOOKED FTG. DOWELS 5" EMBED �� �� W/ 25" EXT. ABOVE SLAB "GRADE 40 PROVIDE Y2" x 9" SLOPE STEEL" RECESS FOR FRT. POOR i+> L - - 2'-6"x2'-6"X1'-O" in I �� S3 o 25'-10 2e" 9-'55izs W/ (3) #5 E.W. 5'_0"60 �n ■ — — — o A I— CJ CJ \ T d• - TYP @ 1 STORY S3 I CC I U.N.O. S3 _ S3 2 #5 REBAR ( ) 2'-6" x 2'-6" x 1'-0" 'M I AHU I VERTICALS w/ in ill I T_5„ FILLED CELL 7,_1., W/ (3) #5'S E.W. " 2'-6"x2'-6"X1'-0" o W/ (3) #5 E.W. (SLSL 1/2" E-3 � 0 aG ........... ................. __-_-_- =_I r\ 6-3"1'-10" 3'-6" p I°° o T.• ■: — CJ CJ. CJ o I :: I: 3-1/2" MIN 3000 PSI CONC. 1 ' T-73"LA a 6'-5" T-2" I `� SLAB FOR HERNANDO I COUNTY ONLY I co 3-1/2" MIN 2500 PSI CONC `N ";,, SLAB OVER 6 MIL VISQUEEN 1 M -1 S3 I S3 I VAPOR BARRIER • • N 35'-4" 20'-6" ■ I I BUILDER TO I : I : ; PROVIDE 1 (2) #5 REBAR 0'-0" I APPLIANCE VERTICALS w/ in 4'-0" 12'-1" ' O PROTECTION FILLED CELL I 00 I W.H. WHEN REQUIRED NN PER FBC • .:• • • • • • • • • .:. • • • • • .:• • • ..• •. . . . . . . . . • . . . . . . . . . . . . . • . . . . . . . . . . . . . . • . . . . . . o0 ■ ■ ■ ■ ■ ,-6„ L 5' A S3 TYP @ 1 STORY 6'-43. U.N.O. 8 6'-0" N-Iffil 6'-0" H.B. FOUNDATION PLAN. NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING 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 CONTROL JOINT DETAIL SCALE. 3/4 = 1 -0 #5 CONTINUOUS REINF. SEE FND. FOR QUANTITY �� ;r #5 X 25" X 25" CORNER ' ' �'• ' ' �' BAR ONE FOR EA. HORIZ. REBAR, TYP. -. U.N.O. "*Alternate: The reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" 0 O� M o m O � Q z 4 M � N _ M z IN — � � o lL C!J Y w o o Q 0 W H N o ZD U m d rr, ` E 0 8 _ =. U o y c � Q 0 m m • ®� N N O M O 00 Z W m� d o z W LY 0 ¢ =0€i�B►i �w c9 �Z�� k3 E 1J • �J ❑ IMP CO F k-0 Fe i 1 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawingsomply 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. r` o M w z zd p _- ,� Q E (7 � o QO Z " <N Z �x QwQ0 r-La< N a0 .O 01 4! L � 6p m�z �� 0 a C y h o1 Z , ZU) (n m ¢ 4 z 1 Z o U ao mw k �- oil S� CZ)¢ O w W �O }a 2 V o3 c Oi O N ^L' W — L O■ O �\ O Y nQ ~ 3 f o �T T O CDLO N r l� ui .i. o) 0) tD 0 M N o m M 0 i6 r Z Z E 0 w E `m a U Q p JOB NO: 19-5894 SCALE : AS NOTED SHEET NO. 6.0 w , q A A A (2) S3 (2} (2) 2 n 1 A 2 w D D D v w m Q m Q D D D Q Q Q Q fv rn 0Do D o D ry W W w IQn CJ1 w CJ3A CJ3 CJ5B EJ5 D w EJ5 EJ7B EJ5 r EJ76 1 EJ7A D1 CJ3 EJ7A C- w CJ1 A EJ7A _ EJ51 X y�sj (2 CJ31 EJ7A 2 i_ t 1� IOCTt EJ7A t t G1 EJ7A D M G) EJ7 EJ7A A — — r 1 r 7 D1 S3 ; 1 r EJ7 EJ7A 1r 11 EJ7 EJ7 0(2) EJ7 EJ7 EJ7 A EJ7 I S3 EJ7 I EJ7 CJ5 CJ5 CJ3 CJ3 L w w CJ1 CJ1 19 A A S3 (2) 0(2) O UPLIFT CONNECTION CROSS-REFERENCE 7/26„9 MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. CAPACITY CAPACITY SYP SPF SYP SPF O CONNECTOR FASTENERS CONNECTOR FASTENERS A HETA20 1810 9 - 10d x 1 112" HTA20 1615 1585 10 - 10d x 1 112" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1615 1585 10 - 10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 1 455 320 8 - 8d RT3 610 525 8 - 8d X 1 112" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1400 1400 10 - 10d X 1 1/2" F HHETA20 2235 10 -10d x 1 1/2" G H10A 1340 1015 18 - 10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2"8, 8-10d H HTT4 3610 3105 5/8"ANCH. 08)l0dx1-112 HT74 2715 5/8"ANCH.12010dx1-112 J HTT5 4350 3740 5l8" ANCH. 126 10dx1-1/2" HTT5 3225 5/8" ANCH. 1(28)1061.1/2 K4HD7B 3130 050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M 6645 5650 718" ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N1165/1070 ** 1005/915 ** 8 - 10d x 3" JUS26 1115/1060** — 8 - 10d P1550/3335 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S I MTS16 1000 860 14 - 10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 1000 860 14 - 10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" U MCT/MUGT 3140 3140 22 - 10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-10d X 1 1/2" SP1 585 535 10 - 10d SPT22 1 685 8 - 10d SP2 1065 605 12 -10d SPT24 1030 T 12 - 10d 645 555 12-10d 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 USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. LOADS -- ROOF = L / 360 FLOOR = L / 480 WI 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) (+ rCARRIER 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 1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS A RIERJ -(A)-1$ 1 OR PLY CARRIER INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE T-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. ROOF FRAMING PLAN SCALE: %4"=1'-0" J IL 0 O M N z o z J M QE3 z ° WillM � � o LL V? Y (� w � u O w H to c E ws U M o g oilw 4 U o ° c U) d s Q 0 ®0 sm N �O N .w vbi N M p AZ F U) IULr �O V eIF'� _ J V�(� ❑ W AR0FESS,9 0 `'ezl. Ord ft�,�fdit�l;.t�����3 .. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engin ers signature and seal, o cfl M zZ w z M Lill re E O S Z Z Q > w ZN Q w0 Z XO Z® ❑" OOU O O N O� Q nz ao ❑ O aZ iWW t J W. L y (II W 4 ❑ 0, U O 0 O O LL Z Q W ai 3 O. 0< LLLL �o 30 a ww r�o� = F J W O O d zl¢ a OU C O O .y L O O (n O -� 0 _ cn T � t30 " T O O r r ci O � N M o E Z � Q N E 10 Z f6 E U J Q C, c J JOB NO: 19-5894 SCALE : AS NOTED SHEET NO. 7.0 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11, The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with 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 Safe vertical load Safe horizontal load GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS FORM & GROUT SOLID O N W � � J Lx�-#5 BAR CONT. 8F12-1 B/1T O V' LINTEL DETAIL SCALE = N.T.S. Ems I TrG VCJIl.71VH11VIV F = FILLED WITH #5REBAR .(1)RE AT TOP MIN. (1) REQ'D ALTERNATE POWERS GROUT /U=UNFILLED ° = R RECESSED CLEAR STEEL LINTEL QTY. OF #5 O ° REBAR @ BOTTOM ° OF LINTEL CAVITY G M.U. #5 REBAR AT TOP Q w ° ° ° MIN. (1) REQ'D A Q 1-1/2" CLEAR F 16- B/ 1 T az 6 L6 z a GROUT D tNOMINAL.QUANTITY o , OF ° 5 REBAR AT = - w C.M.U. WIDTH #5 REBAR AT a O BOTTOM OF a n z F w '6 4 - TOP LINTEL CAVITY w 0 to n NOMINAL- o OTTOM O Emutj p W HEIGHT REINFORCING ¢ ¢ d m Z 7-5/8"ACTUAL PROVIDED IN z- 6 w'n D D 8" NOMINAL WIDTH LINTEL ¢ O 3.' �o A, �o 5 REBAR AT BOTTC AS INDICATED (VARIES) U) in X a 4 MATERIALS cTf precalintels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Rebar per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7132 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cemenfitiuos coating. See contractor specifications 4'-6" LL 4'-6" LL O O 5-10" LL O LINTEL PLANT SCALE: %4"=V-0" I r V M � z � o m o z <c J M � N M z � N C ^. ♦n O tiJ W LL r� Y ,i r g n Q to e U m w E g ! ! x� _ :IFU o c U) Y; 0 Q rn i Sm N N O � � z g o N o w z M N Z Q NJ ZZ cy`Ott V f � 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. oco M o w z z¢ U- Q E QC) z o w� z y m E ♦co E o¢ ❑a O - O, i Z N L Wo QU a W mi O rd Y U ym Z Z QW 3 0� o� gg a rnw W o� Z =3 CZ) C7 co J oa 10 U~ C CDO In nL1 W >_ ■ L 0 O O U) 0 Y U ~ m W t c ■TT� Q LO ai Z. O M N 3 0 0 m Z E 0 G a U J Q !] J JOB NO: 19-5894 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 D FORRESIDENTIAL O R GENERAL RO CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS RE: FBRC R308.4 R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAID) OF HORIZONTAL) SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE 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 61TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES, 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ed. (2017) AND FLORIDA BUILDING CODE 6th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1. 3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1. 3. 3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 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 RAILNGA AND GUARD I'S ARE TO BE DESIGNED TO WITHSTAND A RAIL S YSTEM HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2,3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ed. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3. 2. 1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-I-P CONCRETE NOT EXPOSED: 1 y2, GROUT FILLED MASONRY: /„ 4. 1.7. WELDED WIRE FABRIC (WWF): ASTM A-1851 A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: CWAM MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (fc) DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-1-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.11. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 4.3. 3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. 4. 3. 5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL 15/ 3 SHEATHING2" EXP 1 OR 7116" STRUCTURAL 1 U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 718" 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 I OF: COMMON WIRE NAIL M N WITH MINIMUM DIAMETER AS S 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'J' BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4. 5. 8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4. 7. 5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ed. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems includingq all 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 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, 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 rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC-R R318.1.5 - C ncrete ouerpo r and mortar along the foundation perimeter must be removed be ore exterior soft treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by licensed before be issued. a pest control company a certificate of occupancy will 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. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. GARAGE DOORS (V = 140 MPH) TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%4' DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS SWITCHES ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. �t L 0 0 0 II� N � z 0 O 0 z N o � z J M Q�E3 CL � t� p 0 Q) C9 - a - o V a O F - LL, tJim D-*N c o un o � � U m 0 g U) 0 ®0 4m N N o� 0 Z o N a Z W 53N�zs w z �' U1 9LL,�.oU W W W��t'fl6i)'P86i o� Z � � a off' T <` O •• • C)F `S\00 a\ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings oomph% with the 2017 Florida Building Code - Residential 6th �dition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. o MJ¢ w Z U_ a E 0co zo oo ym Qo ?® oa wo F- CL aZ ° O U o N ado G .Z a Ww L = v) C Z a om m O - oZF J � 3 W of m go ¢o F_ A oCD oz �3 CD v W ZI< a ° 3 c 0 C > d' ^L W F`J > O O �-� O co v 0- i �I1 � � T tB 0 0 CD ( T r ci O M N o E iri h Z z E 10 c a U _j Q p � JOB NO: 19-5894 SCALE : AS NOTED SHEET NO. SN u.l ROOF DIAPHRAGM NAILING SCHEDULE RIf)('F 1. INF + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + +io + + + + + + + + + + + + + + + + 4f + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + -0" (TYP.) 6 0 + 6' 0"+ + + + + +++ +++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ +++ ++++++++ + Uj 15/32" CDX PLYWOOD OR 7/16" OSB `—RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood anels or 2 x P 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking gap x � 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING %" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * over squash=20 blocks and Non -stacking walls require additional wall or beam below.* consideration. Check local building code for appropriate �1/16" details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side 101-011at bearing. TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE 000 5'-0" - STUB -OUT FOR 0 1'-0" C:)o GAS METER � U 9 O CV = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16-5' (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'4" (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. 164" (1) SIMPSON HTS20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Load bearing walls Provide adequate bearing for each lapped joist. Squash block 10d nails (2x4 minimum) SECTION INT. BRG. WALL Bearing wall, Versa -Lam LVL or N.T.S. Glulam Beam NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D(KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges FILL CELL — STD. 900 HOOK BOND BEAM w STD. 90° CONT. #5 CONT. #5 HOOK BAR BAR OOC #5 CONT. FROM FOUNDATION ILTO HIGHEST F BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8"min. Small 2" min. 2" } gap max. � 4 max. 4 Clinch nails when possible Tight fit U 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. Web Stiffener Fastener Schedule Joist Bearing Location Series FDepth End I Intermediate ® BC15000s 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d BCI 6000s® BC16500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d I 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d - Hangers with side nailing. -Hangerswithsidesnotcontaining STIFFENER top flange of joist. WEB S - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls: - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* �When joists meet over wall, provide 1 3/4" minimum bearing for each. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration.— NONNI �i- rl 6"' A %" ROUND HOLE MAY 6" 6" BE CUT ANYWHERE IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Yz" NOTES: DO NOT CUT HOLES LARGER THAN ROUND IN CANTILEVERS. 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1Y2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1i/2" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. SIMPSC w/(22)- NAILS 1 THRU BOLT SIMPSC w/ (22) NAILS 1 R TRUSS 'OP PLATE I,C TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION AIN. EMBEDMENT SCHEDULEFOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION �4- - Joist I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Backer block (12" wide min.) Nail with 10-10d nails. "--.,Install tight to top flange. Joist hanger y \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required f hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist p depth I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEMS °. SEE PLAN FOR--'°• ° . • • ° ° FOUNDATION INFO ` a. G STEM FOUNDATION GRADE REINF. SEE PLAN WV V1171mJC1t rvu SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. :�® LOCATION OF SECOND H10A SIMPSON H10A ° ° (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION 12" BELOW GRADE d a I ,IIIIITIII—L\— PLUMBING LINE PVC OR SCH40 SLEEVE SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" CENETERED @ PIPE—\ PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE e 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 a °' d d °. ° a d° L °� _ Ti l I_ ° SEE FND.. PLN. SIZE & REINF. � I f �rtsl E o � �t M V N O z 2 o � N U) Z a o V7 Y a0, ca n L� V`• U e 0 LU ( c o � � o m �y L,U� U 0 U) ®0 ° ¢ 9 0 1 N �O N z0 W oo� a w z W Z U .i II• Y M c.) ui w Q W a W \� 04 W`4 q is `•. t.. , f{€€ittRt,W, To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. r— c M �3 w z S E O �p oLL z 4� ze ❑a U _ O E: X a < 00 OU O Q CV d fu o ¢ p o a z Y ro0 to Zz U Nm 0 Z � Q o2 ¢z zZ z �� ao WW sir o o� w �O mi co < C C)0 La W > 0 C) O U Q U) C m o o T r L0 r .1� w M N o M j O vi 11 O Z C m a- E 0 J a o °�' JOB NO : 19-5894 SCALE: AS NOTED SHEET NO. SN 1 3 -n 2 r- 00 LO I m 0 0 0 J L0 I rn b v 3 R, a N v a ev O O J N LZ In U E c c0 i U 0 i 0 0 N LZ N 0 Ln a N 0 W m•• 0 FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 �(TYP.) VARIES INSU 5/8" OR 1/2" HIGH—� STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS I INSULATION PER CHART ON FLOOR / PLAN J 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL v (1) ROW 2x BLOCKING @ MID 2x#2 SPF STUDS HGT. FOR WALL HGT. <_ 8'-6". (2) @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & —\2� B FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. �r 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS s BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR „ GYP. TYPE „ X„ @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGEABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH 8"x8"x16" 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. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"xl2" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6". SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" SLAB & BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS 2"°0/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND T (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" OIL INCLUDE THE WALL 2„ x 6 W1.4 x W1.4 ATTACHMENTS 2�� 6 x 6 W1.4 x W1.4 a A.F.F. O.C.) WWF OR FIBERMESH WWF OR FIBERMESH 3 1/2" MIN. 3 1/2" MIN. a d a d a d ° a ELEV. 4-3 1/2" A.F.F. p- III)IIIII , I —I Ilb2x4 COw 4a =1111 1/2 (min- 4 _I I — I� 1/2"(min.)TII=1 ITN 00 _ _II—= m4 312{_) -_4 31/2 ( -II IF, I GARAGE DEPTH VARIES — il=IN 8" (2) #5 CONT. l (2) #5 CONT. 4" ILI 4"- 4" g U.N.O. MIN. U.N.O. MIN. GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @ STEP rcC SCALE: 3/4"=V-0" "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" S3 S3 ') 60 pGs• EE SOFFIT SHEAR WALL REQUIRES 2x BLOCKING @SEAMS. 2x STUDS @ 16" 0/C \ M ���o s SHEET LOAD BEARING OR 2x STUD INSULATION PER FBC AND ENERGY \,/ �coN� (1) ROW 2x BLOCKING @MID HGT. EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' \ NOTE: 3 FOR WALL HGT. <_ 8' 3 8"x8"X16" KNOCK -OUT 3rd PTS BLOCK W/ 1#5 CONT. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE SECTION C/S3 FOR ROWS 2x BLOCKING @ ADDITIONAL INFORMATION FOR WALL HGT. > 8'-6". FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 1/2" GYP. WB (MIN.) @GARAGE SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER SIMPSON SP1 w/ SIDE IF APPLICABLE. G/S3 FOR ANCHOR 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8"THICK EACH. CONTINUOUS TO FOOTER BELOW 90 Fi00K DETAIL 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" "J" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK (10 )10d NAILS 5/8"DIA. EXPANSION BOLT @24 " O.C. (IF NO UP LIFT ON @ 24" O.C. VERT. OR 2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR TYPE "S" MORTAR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD MIN. 2500 PSI CONCRETE SLAB W/ 3500# MIN. TENSION 2600#) *SIMPSON SP1 6 1/4 x31/4 TAPCONS BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 - () 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR SPACED EVENLY `I w/ 10 10d NAILS - FIBERMESH BAR END OF 2" x PLATE WWF OR FIBERMESH r ( ) i., WEEP SCREED INSTALLED 2x P.T. PLATE ARCHITECTURAL TYP. c PER MFR INSTRUCTIONS - p 1x2 PT WD FURRING 24" O.C. FINISH = ASSUMED FINISHED _� p #3 OR #4 REINFORCING BAR LLI GRADE 40 MIN. Fy= 40ksi _ _ _ ° ° _ _ — _ @ GRADE N a p ° z #3 & #4 LAP SPLICE j j-1 j j j m. p I I—III—III-1 I I_ 9 D FINISH GRADE °O [GRADE 60 MIN. Fy= 60ksi] a — p I - 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL MONO OR STEMWALL ° ? a p 25" MIN. LAP (30"MIN. LAP) III I —I I I III III —I i I=1 I f= CELLS(SEE 1 —I I , Z LLI II p,° I 11=•I I I I=TIIII I 1==�1 1I==�'1 LLI ITFOOTING MON0 SH WNU.N.O. oOFOR CLARITY ' FOUNDATION PLAN 6 MIL VAPOR BARRIER -711—I _T R 17/g T —#5 REINFORCING BAR 1 I 11-FOR LOCATIONS) D N I' 1 x4 P.T. BASE NAILER ° III—III—III—III=III=III- ? I I —I 11=1 I I—III=11- — #5 LAP SPLICE (2) #5 CONT.I-L-I 4"x4" INSPECTION D I=III=III=III=III=III= I I I II I I ITI�1 �I I1L�I 1 ON 3" CHAIRS r NOTE: _ N • _ _ 36" MIN. LAP [36" MIN. LAP] 31/4" BASEBOARD PORT AT EACH g ° D I I =I I =I I -I I IEEI I I=I I1- °' " *FOR BEARING WALL I—III=I T =I —III= � COMP. SOIL. (COMPACTED TO —_ I III_I __ (TYP.) 8 1'-4' 8 FILLED CELL TYPICAL _ _ _ _ — 95%MODIFIED PROCTOR ASTM I — _ _ _ I I WI UPLIFT ONLY _ _ _ _ — — — — —' I 1=1 11-1I =�—I 10" MIN. 2500 PSI CONC. SLAB --- — — — _ _ _ _ _ T 111=11 I —I I I=� 111=� I I=' `- M AT GARAGE CONTRACTOR III III III III-III-III-III-III-III=1 I 1=III=III=III=III=1 � I� ,I I D1557) I I�—I � I —III III—� MIN PSI MAY VARY PER cn III=III= = 1= = = = =1 = 1 =1 =III=1 =1 — 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TO CUT BLOCK OR POUR - �,_,-1 I_-ITI ITII; ITI„I l-i l-i 1-11- #6 LAP SPLICE TYPICAL INTERIOR BEARING CURB DUE TO SLOPE CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF WALL W/UPLIFT rG W1.4XW1.4 WWF OR "FIBERMESH„ DECO FINISH 4" to 6" SCALE: 3/4"=V-0" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL S3 SLAB INFORMATION. p 6x6W1.4xW1.4 6 MIL VAPOR 31/2" WWF OR FIBERMESH — I p ,r T min.) 4" BARRIER 4 a a - D . . �, ° a v GRADE COMP. SOIL. ° (COMPACTED TO 95% m=1FTF— MODIFIED PROCTOR ASTM D1557) (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. IV-4" (1 STORY) STD. HOOK (SEE 4 U.N.O. " V-8" 2 STORY ) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" S3 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 `I UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH co PITCH > 4:12 .-/4 ° (2) LAYERS TYPE I OR TYPE II _ (#15 OR #30) UNDERLAYMENT -III—I I �I II m ° ' ' II 11=III=1 FOR ROOF PITCH 4:12 OR LESS. - ' 1=�1 I I —I I —I p • I _I I =1 I I-1 I l, �' PRE ENGINEERED WOOD ' I —I U= 1 1=I TRUSS @ 24" O.C. U.N.O. . I �I _IIII�TTI�III—II�� HURRICANE ANCHOR @EACH - I ;TRUSS (SEE UPLIFT SCHED.) W/ 81 METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING ,__SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT KG G NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 ELEV. VARIES FOR ADDITIONAL SLAB — — INFORMATION. ALUMINUM DRIP EDGE ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING \12-N.O. 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 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 'T z ^'z EO ff MI 1=1 SEE A/S3 OR J/S6 JiI 1I111lI111 1III �_ FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR) ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 00 • II 1 1I III TI -(1) #5 REBAR w/ OPT. I PSQREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 EXPANSION JOINT BLOCK WALL BEYOND 13" O.H.D. RECESS CV � M a T ch —' II 11— r i i I e• a I I I -I I"-- • 4„ I� I El SEE A/S3 OR J/S6-11—I11 I I Jill i t, 1111111= FOR REINF. INFO. 3" MIN. CLEARANCE 1'4' (1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS J SEE TYP, WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" �S3 P.T. 2x 1/2" GYP. BD. 2" HOLD GYP. BD. 1/2" FROM SLAB 0�1-01, CONT. BEAD SEALk � a INTERIOR °° ° a -3 1/2" d °e CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB a� 00 II"'�jII M 6 MIL VAPOR BARRIER VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 R FAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH NAILS TO TRUSS TOP CHORD FOR TRUSS 10dAT 24" O.C. MAX. , x CONNECTION INFO - A M SEE PLAN FOR . % & LAYOUT DESIGN e .. — TOP OF BEAM a _ I I— - ° I I-1 I-� � I1 T SEE ROOF PLAN HTS20 FOR STRUCTURAL — — _ a; A '. ° a ° I I `' (2) . °' a I I) BEAM SIZE & CONNECTION INFO c —� '11 � � 1T11N 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 8 z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 W SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL j w 6x6 P.T. #2 SYP SLAB INFORMATION J o w ABU66 SLAB STEP & RECESS S.G.D. rM SCALE: 3/4"=V-0" S3 2X STUDS @ 24" O.C. U.N.C. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS MASONRY WALL ANDZ,,,,,�G GARAGE COLUMN TO PORCH SILL AT 8" O.C. PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL ._ W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS 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 r� CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS eo z GRADE a E M FILLED SOLID (SEE PLAN FOR _ 117 _111 = a _ a _ ° 6 x 6 W1.4 x W1.4 ry SIZE AND REINFORCEMENT) 0 � I I I= � ° °• =1 = WWF OR FIBERMESH '- M z w o ►— a w —III—) II I i I=III—III w I�I=III= z BRICK PAVERS or SLAB PER w p o _ —III -III=1 • • �• —_— - z a =I—_— =Ti a ° —III=1-1 1=1 1=1 1=1 1=1 I=I 0'-0" FIN. FLR. COMMUNITY SPECS `- 0 1== I=I ° =III=I I 1=III=III 1=1 I=III=III 4 I _ — — `o — —III=1 I IFil= W III —I-- FOOTING �j —III=ICI ill- I,;i� BEYOND PAD REINFORCEMENT III��II�TiI� 3" MIN. CLEARANCE SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH 4" 4" CONC. PAD INFO. v r SEE SCHEDULE INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING rCDT2 PATIO COLUMN FTG. DETAIL N SCALE: 3/4"=1'-0" s°ALE' �""-''-0" S3 SCALE: N.T.S. S3 a 0 L� Cb z 0 0 0 m z ° t/) o r Y w a n a V a O LU LA o �.. oE 8 _ C) 8 U o ° N N o� Z_ 1� d o w z gLL� a_ �. -.JagZ w w LU N Aid a 0. � o�j1j �a ° Zp 0 Pa �oi� JI lee OFESSi®@'� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. o w co M ¢ o Z � Q fl E =o `=o w 0� Z® ❑a co foCL O� C:)E d¢ o 00 ire az L Q i m 0 U) C _ C Zz O Y V o 0, Z, zNm Q) ,J ¢° QW �z (j ao o a= =3 ;o � OI, a o 3 0 O ^L1 W .> O O co U -C o U C m C s— ca T ai M CV o m z O I z d U 0 Q p 0 JOB NO: 19-5894 SCALE : AS NOTED SHEET NO. S3 (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION - CONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY EVENLY W L IS 1 1/ " MAXIMUM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE AL 2 INTERIOR 7 HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" — — — — — — J 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4. 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER +' STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE 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 N\ EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A 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.) PROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL CL TO DRAIN EXTERIOR WALL WALL CLEAN -OUT q SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 1 ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE REFER TO WINDOW PRODUCT APPROVAL COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MANUFACTURER. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D S4 SCALE: N.T.S. S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 d e 4 q 11 4 4 a d a 4 8" STD. 90°HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0"WIDE (U.N.O.ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION IL 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. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. 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 CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J W T W T O FORM CREATES CONCRETE RECESS TO 2X4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF " GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. d SCALE: N.T.S. d s a 4 4 BOTTOM OFMOUNTINGB POURED CONCRETE BASE FOR TO BE 2" ABOVE FINISHED BLOCK WALL. RECESSED SPACE FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. SFF �O� N 2x CRIPPLES @ -� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK rK SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'- 4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER `—(2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT. (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. 00 OR { SIMPSON HTT4 TYP. Op U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL ("Q SCALE: N.T.S. S4 GE SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS 12 (TYP.) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH, FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED SIMF SON SP2 w/ (12)10d NAIUS AT EACH STUD RUSS BOTTOM CHORD OR 2x4 FBLOCKINGW/ 2-16d TOE NAILS 1/2" EXTERIOR GRADE SHEATHING EACH END FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) v O/C FIELD v ? a 2x TOP PLATE V2-16d 2X4 PT STUDS @ 16" O.C. NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = _ = CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT LMAIN O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD SPAN 2x P.T. PLATE FEQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90° HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. - PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF . ' 4g.,SPLICE STAGGERED 0/Sr t10d@8"O/C 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 M SCALE: N.T.S. S4 F= 2240 LBS •7 SIMPSON C SIMPSON SP4 SP2 P.T. ATE SIMPSON SP4 —I TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL a NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON 11rSIMPSON SP4 SP4 r� INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSC SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL j SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° a ° • HTT4 w/ (18)10d NAILS (3610# SPF) ° o • HTT5 w/ (26)10d NAILS (4670# SPF) a ° • DTT2Z wl (8)1/4" x 1 1/2" SDS (1835# SPF) ° o ° • HDU2-SDS2,5 w/ (6)1/4" x 21/2" SDS (2215# SPF) ° ° • HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (3285# SPF) _ • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (4065# SPF) • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) • HDU11-SDS2.5 w/ (30)1/4" x 21/2" SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T,R. MIN. 8" EMBEDMENT w/ WASHER & NUT 9 FOR DTT2Z USE 1/2"DIA. x 12"EPDXIED A.T.R. MIN. 8" EMBEDMENT wl WASHER & NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT wl WASHER & NUT • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT HTT / HDU TENSION TIE rN SCALE: NTS 14 SIMPSON SP4 2X TOP PLATE OVERLAPPING -10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE ROOF TRUSS ABOVE /- 2X BLOCKING C 4 2X8 P.T. BOTTOM P TE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 2X8 P.T. BOTTOM PLATE 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING 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" 0/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY— SIMPSON J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR� SCALE: N.T.S. G= V M � M z S z Q o � N z 2 U �o A C� Y ,,, U Ow o f0 F- U m N W � It e S� N � O �- M p> Z LU 8M�Z a CA W Q Iffelt, ' w La LL NT AM to ' _ 40 0 0 •� � ,� ....... FE SS�O \� f'��tltl��ztt To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. o co M M J z z o 5 W z 4 Q E 0 �o o �m Q. _© Nf6 ~ ro H o N az ao ¢ a z xW W L rp - C:O o z VYV g m o Z } Z �o o III>Z U < �o a z �w �G o oz w 3 ;o CO .5 s o 3 u)0O ^L1 W '> O O O Q N � n' m O W � r M " r LO O T _O O = r N r m r�o O M N �; I o Z Z E O 2 rz a 0 ¢ p JOB NO : 19-5894 SCALE : AS NOTED SHEET NO. S4 SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS NAILING SCHEDULE FOR TOENAIL W/ (2)16d NAILS SIMPSON H1OAw/ (18) SHEATHING DETAIL 2"x4" OUTLOOKERZ SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. TOP CHORD @ 24" O.C. NAILING SCHEDULE FOR OUTLOOKER BLOCKING FOR • SHEATHING DETAIL FIRST FOUR BACKNAIL w/ (2)16d NAILS 2"x4" SEE STRUCTURAL NOTES — OUTLOOKER AND NAILING SCHEDULE @ 24" O.C. FOR SHEATHING DETAIL ROWS OF 45° ± 24" MAX. TOP CORD BLOCKING 45°± 2X4 CONT"L" BRACE TRUSSES @ SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2)1Od 3" EDGES OF 2x4 CRO BRACE 10d x 1 12' @ EA. ROWS OF TRUSSES @ AT 24" 0/C. CMID HEIGHT SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO EXTEND AT LEAST 90o OF 48" O.C. EACH JOINT W/ (3) 10d MAX. & (2)1 Od TOE NAILS @ AT LEAST 90% OF WEB 2x4 CROSS BRACE @ 8,-0„ 0/C. 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)10d TOE NAILS @ BLOCKING — -� ATTACHED W/ 1 Od EA. END NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1OdX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA.. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS OSB SHEATHING ATTACHED w/ 1 Od NAILS @ 6" O.C. INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL _ � NOTCH "L" BRACE HERE @ 48" O.C. MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER SIMPSON HGAM11 W/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (� 1 /4"x2 3/4" TITEN TO CMU 10dx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"x2 1/4" TITEN @ 4'-0" 0/C ALIGNED WITH O.C. MAX) w/ MIN. 4" GABLE WEB. STRAP MISSED VERTICAL SECTION 1 EMBEDMENT IN KO BLOCK SECTION 2 WEB, USE MSTAM36 w/ (7) 10d NAILS & (4)1/4"x2 1/4" SCALE: N.T.S. S5 SCALE: N.T.S. Srj TITEN ON OUTSIDE BACKNAIL W/ (2)16d NAILS REFER TO DETAIL J r r SEE STRUCTURAL ON SHEET S5 FOR X-BRACING, AND TOP r `" Fr CO NOTES AND NAILING CHORD BLOCKING N SCHEDULE FOR INFORMATION co 00 °° SHEATHING DETAIL 1 1 1/4". 2"x4" CROSS BRACE WOOD TRUSSES co 00 00 APPROX. 8" FROM RIDGE FASTENED AT 2x4 RAT RUN BRACING 1 1 2 1 1 2 , EACH JOINT W/ (2) AT 24" O.C. ON TOP OF 10d & (2) 10d TOE BOTT. CHORD FOR 4 NAILS @ EA. END TRUSS SPANS ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING 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 @ 48" O/C FOR THE FIRST (4) ROWS OF 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL ( D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & O/C w/ (2) 16d TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2) 16d TOENAILS MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH SIMPSON H1 OA w/ (18) SIMPSON SP4 w/ (6)1 Od x 1 Od x 1 12" AT EA. 1 12" AT EA STUD (USE BACKNAIL w/ (2)16d NAILS OUTLOOKER SP6 FOR 2x6 WALL, USE SEE STRUCTURAL NOTES — SP8 FOR 2x8 WALL) AND NAILING SCHEDULE FOR SHEATHING DETAIL 2x4 OUTLOOKER @ 24" O.C. (OPTIONAL - SEE TOP CORD BLOCKING FOR FIRST FOUR ROWS 4 MAX. ELEVATIONS) OF TRUSSES @ EDGES OF SHEATHING TYPICAL DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM • FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT W/ (2)1Od & (2) 10d EACH JOINT W/ (2) • TOE NAILS @ EA. END 10d & (2)10d TOE 2x FRAME WALL (SEE WALL NAILS @ EA. END : SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD END TYP. TOP & (2)16d NAILS 2x BLOCKING BOTTOM ATTACHED W/ (2)16d TOENAILS 2x4 PANEL BLOCKING @ 48 tk2 O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM 4 "T" ON TOP OF PANEL SIMPSON H1 OA w/ (18) 10d x 1 12" AT EA.� OUTLOOKER (2)16d NAILS 2x4 OUTLOOKER @ 24" O/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ " MAX. EDGES OF SHEATHING TYP. -"L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) r-GABLE TRUSS r-112" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C EA. END TYP. TOP & BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" --- SDS BOTTOM ATTACHED w/ (2) 1Odx3" @ 4" O/C SDS SCREWS TO TRUSS & (4)1/4"x3" SIMPSON SP2 w/ 12 10d 16d TOENAILS SDS SCREWS TO PLATES AT 36 O.C. ( ) 2 4 LEDGER MATCH BOTTOM NAILS AT EACH STUD SIMPSON H1 OA w/ (18) 1 Od x 1 12" AT EA. OUTLOOKER (2) 16d NAILS 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4 DIA. x 7 LAG SCREWS OR EQUAL 2x4 "T" ON TOP OF PANEL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" O/C COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF x ( 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 2x4 OUTLOOKER @ 24" O/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ " MAX. EDGES OF SHEATHING TYP. -"L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) r-GABLE TRUSS r-1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD /JACK TRUSS / SEE PLAN FOR NON - LOAD BEARING LOCATIONrD B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION g ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. CJ'5J 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)10d PER JOINT IINIMUM 2x OVERLAP TRUSS BRACING :ROSS BRACING47 PRE-ENGINEERED AT LEAST TWO TRUSS SPACES SEE PLAN FOR 10dx3" 0/C 2"x4" WOOD TRUSSES OCATIONS TOENAIL 6" O/C @ RUNNERS W/ (2)16d TYPICAL (2)16d PER NAILS JOINT �- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. 1 GABLE TRUSS "L" BRACE W/ 1 Od @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 S5 I a II ` II J- \ I1 11 I� 11 II . II II `° lta '--CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. \-MINIMUM (2)16d PER JOINT \—MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP LlY "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2x4 BLOCKING W/ (2)12d TOENAILS 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)1 Od WOOD TRUSSES TOE NAILS AT EACH END @ 24" 0/C (TYP) `BRACING w/ (3)1 Od x 3" AT • EACH CONN. @ 24" O/C SIMPSON HGAMI OKTA w/ (4) MOISTURE BARRIER 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" BOND BEAM TITEN TO CMU MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON - LOAD BEARING LOCATIO(UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. ��S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-O" T-O" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) -.vry r , or_nrtuwa — GABLE END BRACING DETAIL SCALE:3/4"=r-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2w/ (12) 10d NAILS AT EACH STUD END JACK 11 `-0" MAX. 9C 0 r aa CORNER JACK 0 YQ wz O U HIP FRAMING REFERENCE PLAN ti 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL L BRACE ATTACHED W/ 1Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1Od NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL/ 6 SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE -r 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 n i I CONTINUOUS BOTTW CHORD BRACING 2X4 MIN. �I�I■It, II■�I 11, ll 'k Ill 4 I ��I�� NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) " T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS LTOP & 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) 1Old AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-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 I "LILP, c� c NCq T v W — � N M t0 V) o v Y (� rrz a V n Q O �, V) E -N � y w.. m Q m 0 Sm N N v�i N O NZ 2ON.�>„ w LU a d Zv)Wd� 4_t�vk� ZLL LUEzazxo s � � ( O R0FEwSS� To the best of the Engineer's knowledge, information and belief, the structural plans and speaf!cations contained within these drawings comply with the 2017 Florida Building Code - Residentlal 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers, signature and seal. o Cl) �w NQ o U_ E =o os < Aw sz E O t— ro = Ko U z ad 0O 0. — E O N nQ i �o Qo p oU � az �I a • (� z y U O m� O 0 Y z Y z J <mm 2z ° 3 T � sCL ¢ � i (� 90 r-F F O c 1 u Y o< tr 0 ao o11 7r 1- zl¢ U 3 C O 41 O ^L1 W > O i-� Cn 0 a � � m N 0 _ C T O CD N r r E co o z = 0 ^ E 0 a Z tO E JOB iNO : 19-5894 SCALE : AS NOTED SHEET NO. S5 _LU z- 0 Ul m r 0 0 0 J 00 LO I v v S 3 a Q� N E N E v c J y 0 E i Z 0 n: 0 v 0 J N LZ 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL UNACCEPTABLE INSTALLTION DOOR JAMB (REFER TO PRODUCT P.T. TO PRODUCT TO PRODUCT MAX PROPER INSTALLATION 8„ DO NOT DO THIS 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1 X 4 ` ' #5 REBAR (TYP,) 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d 4" 1x4 P.T. 3-1/4" LONG X 3/16"� FURRING 3/16"0 X 3" LONG FURRING (2) ROWS 3/16" x 3-1/2" FURRING #5 REBAR ` (n P') ' AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD @ O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCONS TAPCON 16" O.C. & 4" STAGGERED @ 16" @ 2X8 ` BLOCK@ SPACING „ 1 DETAIL 1x8 P.T. FROM EACH END w/ MIN. O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH 1X8 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH 1-1/2" DETAIL 1x8 w/ (2) ROWS 8d NALS 3 �� DETAIL STD. 90^ ` 90° HOOK (TYP.) @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" TAPCON @ 16" DOOR JAMB (REFER 1x4 P.T. TO PRODUCT ME AL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL7/ 71L0/aLAP NOTE: SHEATHING TO DOOR JAMB (REFER EACH END W/ MIN 2" EDGE DIST. TO PRODUCT APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16 ' ` BOTTOM OF BAND JOIST TYPICAL TO PRODUCT x 3-1/2" TAPCON @ 16" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH 1x4 — —j TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRING NOTC @FIRST COURSE SIMPSON HGAM10KTA @ 12" O.C. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ ' +2„ w/ (4) 1/4xl 1/2" SDS SCREWS 2x P.T. AS REQ'D MIN, 2" EDGE DIST. (2) ROWS 10dx3" 2x8 ` INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.C. 3-1 /411 DETAIL +5^ NOTCH WEB AT THE FIRST 2 COURSES ` BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS �cc FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION("H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 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 •. SOLID w/GROUT 2'-0" 8" 1 PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. & BUCK =- SIMPSON HM9KT w/ (4) 1/4"x1 1/2"SDS '••' ''• 1/2" DRYWALL * SCREWS & (5)1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7)1/4"x2 1/4" TITEN = 2150 #) 2 x 8 45^ DIAGONAL (4)10d NAILS INTO LEAVE A CUTOUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 1/2" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. CONTACT ENGINEER I RECORD FOR FURTHER INSTRUCTIONS. ! ' ,'"' ' • ' • SCRIBE NOTCH (NOTCH) BACKSIDE TO FIT ARCH 2 x 8 FACE OF ARCH W/ 3 10d NAILS () AT EA. END RETROFIT TRUSS DETAIL .r • ' OVERRAN :�` .; ••�.•• ;' CONNECT W/ 8d NAILS B4RACENBLKGINTO INSTALL WDW. SCREW ANCHO 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB N.T.S. INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) 4" MIN, OF BRACE INSTALLATION A 2 X 4 #2 SYP SCAB TO SIDE OF FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" DETAILS -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 Z-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL (2)10d NAILS @ 8" O.C. ARCH DETAIL 4' MAX. RAD. USE (1) SIMPSON 1/2 HD TITEN (CENTERED) w/ k OAF TO TRUSS TOP CHORD RygN MIN. 4" EMBEDMENT AT 16" O.C. + �FNGTy rr rr 1 -� 5 "� SCALE: N.T.S. SS 12 + + PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24 O.C. + + + + BLOCKING AS INISH FLO ° 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED >. p o MAX EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL TO SUPPORT TRUSS ° �. #5 BAR BLOCK HEADER �1/4" t SOLID BLKG. AT TOP BTWN. ARCH 2 0 8 (5)12d NAILS SIMPSON + + SOFFIT Pt> 10„ a t> ° ° CENTERED W/ 9 H IN TOP 1 X 4 FURRING BLKG. & BUCK \\ 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS 2X4 SYP .. EACH TRUSS o p KNOCKOUT / clt _ o� _ ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END ' (2) MIN. PROVIDE 2x CONNECTOR °� • — MONO FOOTING PROVIDE 2 x 8 DIAG. BRACE BTWN,,",PROVIDE VERT. BRACES WHEN HGT. OFTAPCON AT EA. SIDE CONT. W/ (3) 12d NAILS SEE LINTEL SIZE AND REINF. PER PLAN ° ° AND SECTION DETAILS -I BUCK - (1) WITHIN 4" BRACE EXCEEDS 24" JACK TRUSS PROVIDED BY SCHED, LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL D 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT z DIRT D TO BE INSTALLED BUILT UP PLWD, BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL %°. STANDARD o 9� HOOK iv SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN ° TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4%" WOOD FOR OVER HANG FILLED CELL 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL 4' MAX. RAD. WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. ANCHOR INTO ARCH BLKG.H1 STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-B ARCH DETAIL K SECTION @ ENTRY L SECTION @ ROOF EXTENSION m REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" = 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 REINFORCING. PROVIDE LOWER DRILL 3/4"x5"MIN. HOLE SET BAR IN D ) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE HOOKED DOWEL SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT &NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR SIMPSON HTT4 w/ (18)10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER "SQUEEZED" W.W.M. AT PERIMETER 1/2" NAILS TO STUDS & (1) - COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4" EXPANSION BOLT 2 ( WHERE THIS CONDITION (1) #5 BARS CONT. 5/8" DIA. ALL THREAD ROD #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) TOP WITH MIN. 3" OCCURS EPDXIED w/ SIMPSON "SET" a z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER g`_0 EPDXY MIN. 6" EMBEDMENT & O SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER F F 3"MIN. EDGE DISTANCE g FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP - v 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 , ; P v a REINFORCING AS FOLLOWS: * SEALANT Tf I -I I �I I r T p C `a`- Q T T PLACE LOWER HALF OF MORTAR IN BED JOINT DO NO FURROW. - - - — — II II �I- g L -� F_ #5x6 EMBEDDED INTO * PRESS PANEL REINFORCINGINTOPLACE. * MIN. LAP SPLICE W/ I I Z' ¢ - EXISTING FOOTING (2) #5x6 IN CONC.6 COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL r cn N FILLED CELL SMOOTH. DO NO FURROW. ° P I I c I � DRILL 3/4„ x5„ MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6MIN. LAP GRADE , I SET BAR IN EPDXY G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: g cV "T 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. r P �_'0 TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT , ° 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL ` D (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE 16"MIN. COVER EA. WAY WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. j 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. a c� z a z 0 a 0 d N U)V) Z "o o VJ _ � /4Ljj Ui .o a 0 w N c $ JAM U m T o ! = U o o Q N N I76 a� 1 Z� j J� o J W w W a NLLo E1151 a W �oW a Vl irk/p0� ZRol 9 lum I CC ° 43 taa C� © �0� C2 Lo �aOFE�O tR� 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. co W co o Q E O E u =o W O >� Q n Z® ca — K O s o o oo E a r o <o o a - c Y N mo o U z, tyo J m a ° o< Q W z z a0 a j w oz F 3 O a F Li o CD o¢ 2I4 Or U zs 0 O > d' ^L' W O O O Q a N 1 u V T co o T o T ai � 0 M N o m z E Q m m a E c0 _j ¢ o JOB NO: 19-5894 SCALE : AS NOTED SHEET NO. SS CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: CONV. 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 1S APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB ----- 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS YY/ L- I 1.A ­1 1 1 1 A- V Y♦ L-LJ 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 �3 TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - w CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. ----Z-WOOD TRUSS -J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL r7 SCALE:NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD TRUSS ::93 SEE ROOF PLAN SHEATHING fi 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Ck OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. ';;'ATRUSS HIP G.T (2) 12D NAILS - AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC. MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING r SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT VARIES 2x4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d TOENAILS TO TOP PLATE & (2) 12d END — NAILS TO TRUSS BOTTOM CHORD MIN. (2)2x4 SPF TOP PLATE ROOF SHEATHING ATTACHED PER NAILING SCHEDULE COMMON TRUSSES. SEE TRUSS PLAN FOR CONNECTION INFORMATION. OILVARIES SEE PLAN FOR WALL LOCATION �- MIN. 2x4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO gk SEE PLAN FOR PLATE BELOW TOP OF WALL ft MIN. 2X4 #2 SYP P.T. PLATE W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE 16" O.C. MAX. INFO. SECTION @ ENTRY $ SCALE:NTS SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INFt SCALE:NTS )IMPSON HUC410 w/ 6d INTO HEADER & Od INTO BEAM - SEE tOOF PLAN FOR MOI VFO SEE FLOOR PLAN FOR (2) 2x8 #2 SYP wi 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 MASONRY WALL 4 SCALE:NTS SEE PLAN FOR CANT. 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 SCHEDULE/P ANM OPTION S CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) ORN A A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED C ER SEE FOUNDATION ° PLAN FOR MORE INFO 5" XX COMMON BM. ATTACHMENT SCALE:NTS 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE:NTS SCALE: 3/4"=V-0" SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. O'1f►.�1W kffIole]oil (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM BM. SPLICE OVER CENTER OF POST MIDDLE SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. �—• MASONRY WALL BELOW: SIMPSON a°. HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS a COMMON TRUSS °aSEE ROOF PLAN FOR CONNECTION gFr.TIC)N AT HIP C;ARI 1= JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL aC� ENTRY FRONT WALL 2x4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3)10d IF 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. SCALE:NTS ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION SIMPSON LUS26 w/ (8) 10d NAILS - OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 41/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE:NTS LOW ROOF/WALL � SHEATHING ATTACHED PER NAILING SCHEDULE 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/—/ Z- (2) 2x6 BLOCKING UNDER— FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE:NTS DETAILS &SECTIONS I� T-- u�r 0 CU ! M �(0 �o M 13 - M y J C0 T°)C_LL O can cu LUo �O ® Q LU LU F— E2 E all 0 8 x 0 N � � ° " 0 ®0 m i I Z LU { z W LU ato 4' m t7 I It W w w a> z4 LU y o ci¢''_ O �y_2a'w o 0 Z W C N N/1 t0- li'iEllil /< LL LU N H!j ,N ... ❑ • lb �. 1,- , �OOFE8a\0 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 - Resdential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. o w co cozo 0! a z 4 J ai E 0 o,° Q k E O IC0 z x Ze ❑d 0° 0 — E CDz N as ¢yy 00 oQ a z � . L (n (o eY G p U .0 o z m o� 4z g0 a o� z �3 = o U' >° a V za 03 00 W �L O.fir O an' O co 0 O '- o 0 _ rn N LO r ui IE 0 : O M N o ? O u1 r Z Z = E O E „ cc d U J Q p J JOB NO : 19-5894 SCALE : AS NOTED SHEET NO. D1 WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIONS 1. Cut, fold up & temporarily secure weat THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NITS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW I Ll1VI IIIYV I L/-�VI IIIYV SELF -ADHERED FLASHING DECK JOIST NOT USED WEATHER ✓E BARRIER & IARILY SECURE EXTERIOR SHEATHING WOOD FRAME CONSTR. SELF -ADHERED FLASHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOISTS UNDER DECKING ED FLASHING (SEE DETAIL WP07) SELF -ADHERED FLASHING E AM 0 WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR RIM JOIST Eon SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHER `J SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER PLASTER STOP - CONTINUOUS BACKER - ROD & SEALANT INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING PATCH IHERED FLASHING 1 2 4 5 STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS GAP IS A RESUL NATURAL SHRINKAGI DO NOT SEAL. DRIP SCREED PLASTI ACCESSORY WINDOW UNIT SLOPE 0.3 in : 12.0 in (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH Q SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED FLASHING SELF -ADHERED FLASHING rem 1 SOFFIT/CANTILEVER ION SELF -ADHERED FLASHING INSIDE CORNER SCORED RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) �Ground� FOUNDATION WEEP SCREED €e� 0 0 Water Resistant Barrier Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS TRUCTURAL FRAMING TRUCTURAL SHEATHING TRIP OF SAF RAINAGE PLANE WRB OND BREAK WRB F LATH FLASHING REQUIREMENTS R609.1 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. R703.2 Weather -resistant sheathing paper. One layer of No.15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.4 Exception: Omission of the water -resistive barrier is permitted in the following situations: 1. In detached accessory buildings. 2. Under exterior wall finish materials as permitted in Table R703.4 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.6.2.1 Weep Screeds A Minimum 0.019-inch (No. 26 Galy. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 Detail Instructions Refer to the number marked as(Din each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal i Flashing ' Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with 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 G 1Lfj - I z N S S z c+Ni OraN o r Cn Y 0 w C, U OLLI to �V)�N U 0 w �+ ,- m o 3 = z c rn ¢ 0 . Q sm N N LUZF_ U)tow '' a°? c w '5 ,- m � a =�o� a Z OC1W N =' No 44 � EUM rn W Q`<N�q N 4 - O U v O ❑❑ 0 N _M 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. C �w z M w ¢ o J U_ Q E w za 6 x U 0 _ O E N a o ¢GGo 00 a Z r� ic L rp C ¢ O z Y m 0 Zz N 3 Q 3 0� no a mw U 3 ¢ ao oii 11 �- wa =r >° CD C.0 N a 00§ 0 0 O I� ^L1 W I`J L - o O■ (D O Q C " N a) m v C _ O N T d' o °' ■ _ LO C� y 2 -M (N T- r O ai w cM N O o Z E O E a U Q p JOB NO: 19-5894 SCALE : AS NOTED SHEET NO. W P -r-r N to a--r U 2 � '0 N 0 O CU ffi� � N IL' ' V cu � r O O � a) March 20, 2018 O 0 U O � t~ M 0 Re: Wood Construction Connector Compliance for 2015 International Codes & 2017 Florida Codes . - E 0 To Whom It May Concern: L �r CZ Section 2303.5 of the 2015 International Building Code (IBC) and 2017 Florida Building Code (FBC) specifies that V ) joist hangers shall be tested per ASTM 07147 Testing and Establishing Loads of Joist Hangers. Previous versions of the IBC and FBC required testing to comply with ASTM D1761 Test Method for Mechanical Fasteners in Wood. Both methods determine a connector's allowable bad as the lowest of the following: 1. Lowest ultimate of three tests (or average of 6) with a safety factor of 3 2. Average load at 1/8-inch deflection 3. Calculations per American Wood Council National Design Specification for Wood Construction (NDS) The primary changes in ASTM D7147 are requirements to measure properties of the tested materials, such as steel strength, fastener strength, and wood specific gravity. The tested ultimate loads must be adjusted when tested material properties exceed the specified properties. ICC, Evaluation Services (ICC-ES) revised AC13 Acceptance Criteria for Joist Hangers and Similar Devices in October 2016 to incorporate a methodology to evaluate products to the 2015 1-Codes. Simpson Strong -Tie is working on re-evaluating wood construction connector loads to the new standard to update our product evaluation reports to the 2015 I -Codes. As soon as the updated evaluation reports are completed, we will apply for Florida Product Approvals. However, reevaluating a large number of products will take time. While manufacturers work with product certification agencies to update their wood connector evaluation reports, we recommend that building departments under the 2015 I -Codes and 2017 Florida Codes continue to accept code reports showing compliance to the 2012 and 2014 editions, respectively, until July 2018. The information in this letter is valid until 6/30/2018 when it will be re-evaluated by Simpson Strong -Tie. Please visit www.stronctie.com for additional pertinent information. If you have questions or need further assistance regarding this matter, please contact the Simpson Strong -Tie Engineering Department at 800,999.5099. Sincerely, SIMPSON STRONG -TIE COMPANY INC. Keith Cullum, P.E., LEED AP dw/BDW Engineer, Southeast U.S. Branch Page 1 of 1 Simpson Strong -Tie Company Inc. 2221 Country Lane McKinney, TX 75069 Phone: 972.542.0320 Fax 972.542.4139 www.strona9e com L z O L O Q L U O L W U m O � w Q z J z J a SHEET NO. PA 1.0 � A3 FL17244.1 ESR-3455 A23 FL10448.2 ESR 2806 HD210-2 FL17232.3 ESR-3445 HU210.2 FL10858.4 ESR-2549 HD212-2 fL17232.3 ESR-3445 HU212-2 FL10858:4 ESR-2549 HD218 FL17232.3 ESR-3445 HU218 FL10856.5 ESR-2549 HD218-3 FL17232.3 ESR-3445 HU2163 FL10856.1 ESR-2549 HD26 FL17232.2 ESR-3445 HU26 FL10856.3 ESR-2549 HD28-2 FL17232.3 ESR•3445 HU28-2 FL10856.4 ESR-2549 HD410 FL17232.4 ESR-3445 HU410 FL10856.9 ESR-2549 HD412 FL17232.4 ESR-3445 HU412 FL10856.9 ESR-2549 HD610 FL17232.4 ESR-3445 HU610 FL10858.10 ES HD0410 FL17241.7 ESR-3444 HUC0410 FL11468.11 SIM200804 HGA10 FL17699.1 Evaluation Report HGAtOKT FL11470.4 SIM200803 HGAM 10 FL17899.1 Evaluation Report HGAMIOKT FL11470.4 SIM200803 HHCP2 FL17236.7 ESR-3448 HCP2 FL10447.2 ESR-2551 HTA18 FL17680.4 Evaluation Report HETA16 FL11473.5 SIM200802 HTA20.18 FL17660.4 Evaluation Report HETA20 FL11473:5 SIM200802 HTT18 FL17324.2 Evaluation Report HTT18 FL11496.1 ES-0130 HTT45 FL17324.2 Evaluation Report HTT22 FL11496.1 ES-0130 HTW16 FL17244.8 ESR-3455 HTS16 FL10456.22 ESR-2613 HTW20 FL17244.8 ESR-3455 HTS20 FL10456.23 ESR-2613 HTW24 FL17244.8 ESR-3455 HTS24 FL10458.24 ESR-2613 HTW30 FL17244.8 ESR-3455 HTS30 FL10456.26 ESR-2813 HTWM16 FL6223.2 Evaluation Report HTSM18 FL11473.11 SIM200802 HTWM20 FL6223.2 Evaluation Report HTSM20 FL11473.11 SIM200802 HUGT2 FL8223.3 Evaluation Report HGT2 FL10456.18 ESR-2813 HUGT3 FL6223.3 Evaluation Repo PRODUCT APPROVAL SPECIFICATION SHEET (2018) January 9, 2019 As required by Florida Statute 553.842 and Florida Administrative Code 98-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures 1. EXTERIOR DOORS A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20481.1 +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.6 +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.9 +87.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.14 +87.0/-67.0 psf ThermaTru Classic -Craft and Benchmark FL15225.1 +67.0/-67.0 psf ThermaTru SmootMStar and Benchmark FL15225.5 +67.0/-87.0 psf ThermaTru FiberClassic, Smoothstar, ClassicCraft, Rustic FL7640.1 +67.01-67.0 psf B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf PGT Series 5570 FL251.10 C. SECTIONAL Clopay Building Products Residential VMndCode Doors W5 (BX7) FL15279.37 +30.0/-32.0 psf Clopay Building Products Residential WindCode Doors W5 (18X7) FL15279.53 +30.0/-30.0 psf Clopay Building Products Residential WindCotle Doors We (8X7) FL15279.85 +38.0/-42.0 psf Clopay Building Products Residential VMndCotle Doors W6 (18X7) FL15279.102 +37.0/-41.0 psf D. METAL LOUVERED DltS Curves Division of AADG, Inc 607,707,727,747,and 847 Single &Pairs of Doors FL11537.1 N/A (see insi sht) 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.0/-55.0 psf PGT Series 5500 FL239.7 B. HORIZONTAL SLIDER MI Windows and Doors Series 168 FL15351.1 +40.0/-50.0 psf C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.0/-40.0 psf PGT Series 5520 FL243.9 D. MULLION MI Windows and Doors Series 5784 FL15353.2 N/A PGT Series 5500 FL261.1 N/A E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A B. SOFFITS Alside Solid and Vented Soffit FL15272.1 • FL15272:2 +70.0/-70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A B. UNDERLAYMENTS Tamko 151b Felt Undedayment FL12328.6 N/A C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A Florida Metal Products, Inc Vent RV10 FL21580.3 N/A Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A Sorel Tile Saxony 900 FL7849.16 - FL7849.20 N/A F. METAL ROOF Gulf Coast Supply &Manufacturing, LLC 0.032"Aluminum Gulflok 18" wide roof panel FL11651.2 R3 N/A 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A All Amerlcen Shutters &Glass Galvanized Steel Storm Panels FL17869.1 N/A S. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL8527.1 - fL6527.5 N/A D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A The products listed below did not demonstrate product approval at Ian review. I understand that at the time of inspection of these products, the followin information must be available to the inspector on the P P P P 9 P jobsite; 1) copy of the product approval, 2) the performance characteristic which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE W, -f-•a Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel da 12fl2J2018 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Psw 3d8 12/1212018 Florida Departmentw of Business & Professional Regulation Building Codes and Standards Product Approval Appilcatium Datall Pop 1 1 1=18 Florida DepaM lent of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall Page 1 of t t 52oIe CD to O W /�[ O f-t� +� •vI U U) � � CZ� �1 V! Te 0 V O ^ O Li O L V O "Co W0 ��//��t DQ E W ♦� /^1'116- v / W L� +.s O �,/J •'^ vJ �1•� .i 10 ^� Cods Entity or g� j� Date Pendlna 29h =ygq Version Mam,hcturor contact Englneera Lleense Vdidated By ysudaLag albinitifd FBC Approval Approved Stria Revision 2017 There-Tru Corporation Rlck Wright Lyndon F. Schmidt. P.E. Ryan J. King, P.E. t Wt52017 07/12=ilf 10f182017 12/122017 Approved P Category: Exterior Doan (419)2943•1740 PE•43409 (813)767-6555 Subcategory: SVAnging Exterior Door Assemblies nckw(MnWldgeonsu6aAs. Compliance Method: Evaluation Reload from a cum Florida Registered Architect or a Licensed Florida Professional Engineer . . _` " '. ;: „ , .. Duality Aamnnee Aooroved far Use A,,m,,dfor Us, ],,or onion seas Product Model. Number or Nmna Prod uct 0..Motion Comreet ExWratlgn Date Ig-HVHZ Outside NVHZ Resistant Fpg2u, 1 a. Thera-Tru Fiber -Classic and Smooth -Star Nominal SMS;8 &quctNonNmpact&quot; Opaque 12/312020 No Yes No WA Composed Edge Fiberglass Single Dow (1nswingA'hpswbg; X configuration) 6 1,1h.-Tru F er• ant, and Sup S ar Nammal 9; Opaque 202 o es No A Cede Entity. or Q,e(p; 211111. Date Pending cask �, q Version Submitted FBCAooroval Aooroved Statue Revision 2017 Therms-Tru Corporation Rkkl0.Mght Lyndon F. Schmidt, P.E.PERyan J. King, P.E. 72I732077 12/132017 12212017 02/132018 Approved Catgry: Extanor Doors (419)298-1740 PE-43409 (813)767-6555 Subcategory: SVAnging Exterior Door Assam dies rlckwMwbldgwrau8erds. Compliance Method: Evaluation Report from a Co. Florida Registered Architect or a Ucensed Florida Professional Engineer FLi20A814U Pra.duda ,.. :`- 1 '. , , Quality .umnca Aooroved for Lee Approved for U as Ion oast Deslon gent Product Model.lumbar or Name Product Deacdgtlon Contract Expiration Date In HVHZ Outside HVHZ Resistant Erasure 1 a. Therma-Tru Ft er-Ciasslc and SmootlrSla Nominal U439M &quotNon-Impact&quol; Opaque 12/372021 No Yes No WA Composite Edge Fiberglass Single Dow (Inswing/0utswtrg; X configuration) EDfl w Pit wit Data pending laic log vlW41! g1v)1� Yatidrltd� ala@Itted a A Revision 2017 TMlme-Tru Corporation Rick Wright National AoxKWi8on8 Ryan J. King, P.E. 1212=17 OW212017 12CM17 Approved Catenary: Exterior Doon (4/g)2WI740 Martagefmm image (813)787-MB SubcateAssociationAssociationt.b : Soaging Exterior Door Association rickmarldgceft nsunte. Compresses Mserod: Certification Mark or Listing a1a ApawedgarlM Apaceetl Mlln J� poebm AgaI.KVHZ Dukakis HVHZ $BFaties P1@ s Dos 12f312021 No Y" No WA 1 a. 5quool;CClsalaCraB&quot and &anWquokeenehmark by file d Opaque and Glazed Fiberglass Themm-Tw4uot; and vvahout Stakes. Inswkg and OuYwMg � sntkv.tn 20 20 20 Engineer Libems VeBhhd By bit l Yf alb 1 AmOvad $fmd Revision 2017 TMrmsTru Caporetlal Rick Wright National Accreditation & Ryan J. King, P.E. 12/202017 09212017 1212=17 Approved category: Exterior Doom (410)2WI740 Menegennem smear (813) 7674S Subcate": Swingky Exterior DoorAssemblin r1claxambldgeonaulortfs. Compliance Malbod CemBation Mad or L" Can Am�d..feaSks Aoeas�ffi.ika � o"Im Ala ProProtest•YetlN.Ymrhw>wme 12/Sif2021 Dow In HYp. tResistant� 5 e. &gO*Smoor1h Star&quot; and &quoMBanchn ark by file and &D Opaque and (lazed Flbwglns Door whh No Yes No WA Therms-Truaquot; mid wMOut SMSBW. Infa4rg and oubwing quwVorHmpaq&qual; Composes Edge Flbergbss Single Dow (Inlvin tried ; X earM ureaon) 6 f. Therma-Tru Fiber -Classic and SmodSAf3 h-Star Nominal S9;0 &quoulon-impact&quot; Opaque 12i312021 No Yes No WA Composite Edge Fiberglass Single Door (IfIAMng10t8swinp; X configuration) 9 1. Thera-Tru Floor -Classic and Smooth -Star Nominal 6&#39;8 &quolNon-Impact&quot; Glazed 12/312020 Na Yes No WA Composite Edge Fiberglass Single Dow Onswin9/0u1sWng; X configuration) 9 1. Thera7ru Fiber -Classic and SmodRSTar Nominal 6W9;8 &quotNon-Impact&quol; Glazed 1213111021 No Yes No NA Composite Edge Fiberglass Single Door nmin 1%11%W , X corm ur"on 74 n. Tharo-Tru Flbor-Cissslc and Smooth -Star NominalOM9;0&quolNoh-Impact&quot; Glazed 12212020 No Yes Nv N/A Composite Edge Fiberglass Single Dom 14 n. e a ru a m om , q oo e o s Composts. Edge Fiberglass Single Dow X eoMguratlon) nswln swl ; X configuration)(Inswing70u1sMrg; Florida Deparli rent of Business & Professional Regulation Pw t a i Florida Department of Business & Professional Regulation Pape t m 1 Florida DepaMlent of Business & Professional Regulation Page 1 a i Florida Department of Business & Professional Regulation Page t w 1 Building Codes and Standards Iisale Building Codes and Standards Itermle Buillifing Codes and Standards 1A1018 Su&ding Codes and Standards Ia2dte Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detait 99da EatkLea gat 2da Data Pending oak Sd:YL Entateor 2sla oak gataPon.m gaga SBik EndevW lark oak asolo tllm Rda Settle enftOr 90 gat! QaM-PJ1oam oak b)a Version EYBufl6tc iorsatl EBalawi.Unable VamlatW10, YAM" &WO W FOCAIaroyat Aa91a1Md aEpa bite versions kloktbobm canted Enab CLJJ� wudaedar YeYtlated AWaHIW FMAmmYea Aanro>Md AMM bat version, IEadalill Canted EagoolorkLinsas Valdabd.By validated subleY1W Fad AmAmd Eta&a Iyaa Yearling Jla Sdatatt Emlm[4Lmm wwrmdev AgaoBMd akga Rovislon 2017 MI Wmdcen and Dion Brim Stamper Luis Roberto Lam" Stolen M. Urich, PE 0811320i7 06I112017 OB/1S2017 101102017 Approved Revision 2017 MI Windows and Door Bred Sianesr Luis Roberto Lome Steven M. Ulrich, PE O&r132017 08M 12017 08/15=17 /o/1a2 Approved Revision 2017 MI rids n and Doors W017 Brett Saror Luis Robert Loma Steven M. Udch, PE M13MD17 00/11/2017 08/15=17 101102D17 Approved Review 2017 MI W ildowa and Doom &ant Sawn nger Luis Roberto Loma, St M. Ulich, PE 08/13=17 OW12 1017 OW162017 10/10=7 Approved. Category: EJafer Doors EubGaspay: Skding Exterior DoorAeeemblNe (717) 36539m PE-82514 (717) 3174454 Man"ntlllnLown Categry: ExbMt Doors ButlCatepory: 6titlmp Exbriof OoorAsaambees (717) 386.T300 PE-02514 (71 T) 9174M54 Manpsr®1mwtl.am Cabpory: Exterior Doss subcategory: 914Mnp Exterior Dow Assemblies (717) 3863900 PE-82514 (717) 317.6454 Wanpet>@miwd.aom Category: Exterior Dan 8alCabporY: 8atlmp Exterior DowAseambap PE-0281 (717) 9174454 are .am Compliance, MWrod: Evekobw Report from a Compliance Method: Evaluation Report from a Canplion o, Method: Evsluatlat Report from a Castellano McMah Evelurdo t Report from a Florida Registered Arched or a Licensed Fktnde Prokssio sal Enghoor Florida Registered Arrhftd or a Licensed Florida Professional Englnee Fonda RepbExetl Andn'leor or a Licensed Florlds Professional Engineer Florida Registered ArrAaW Or a Licensed Florida Professional En~ gwikAmluma Anof&AdfwUao Aar Use timed 22WM 2a k Anotamlfor 4W A Use IM210 teat Quake Assameads Awn A-,d fee U" Ieawot onion 8 Queen, Assistance AgeranOfor Use Approved forLim Most DNIon $!III Product Doocrhgm comfort Lwmdlon Deb In ounkle-IEQIL Readeboat PQBIme Aw Product Model. Number Or Nestle In HVHZ CfeaeaBa Elnf Product Model. Number wUM PwAuctBmdwm hills In HVHZ oubm-tp41L pl Eaa! In HVNZ R.IBIm6 Prossa!!Q 3 SERIES 420 ALUMINUM SGO REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OXO 17J312018 145-3M&quo1;x98&quoC No Yes No WA 4 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OX. 120312018 XO, XX 901equoCx95116quot, No Yes No WA 1 SERIES 420 ALUMINUM SOD SERIES 42D ALUMINUM $Go OX0 12r312018 145314116aWL'ng08gWt NON -REINFORCED No Yes No WA 2 SERIES 420 ALUMINUM SGO SERIES 420 ALUMINUM SGD OK, X0, XX 12/312016 96&quokx80&quot NON -REINFORCED No Yes No WA Florida Departrnent of Business & P. o ional Regulation Pop I of I Florida Department of Business & Professional Regulation ease i a 1 Florida Department of Business & Professional Regulation Pop 1 of I Florida DepaMlent of Business & Professional Regulation Page 1 at i Building Codes and Standards larml8 Building Codes and Standards ,a2o1e Bulidvig Codes and Standards 1/5fm18 Building Codes and Standards 1/5m18 Product Approval Application Detall Product Approval Application Detail Product Approval Application Detail Product Approval Application DstaH SM EL1J.L4L Batt 1� owe plawma gat r2da E[.h3 oak. gate l oak nM$ _•1J . -. SBYa EatkLg Rat Rot Dean Porall t& FfJ28'UR29 gnda Eat&Lea 20 oak gab Families gate ion Yorke l conned goahoL4ik� Veld@ Wa, Yfdb»d NAMM FagAmOMal Aoeaearda it" Mm Von]- Lt,,,f rmmt E1ldoaacA LBema Validated ar lwwod ammad FOC Amrmsl Aggrovied AMR mn VKUhM Mmidagsu ggroagt EVIL Ul amrl v xawd BY Ywwd d subleased F2Q Aporo al Agareared Elora Intat Yaaleat MWMNMM a Lin Validated EIiMuIW tiEdppmxM Astarroved AMR Revision 2017 Cbpoy alleging Producis Coa parry Catenary: Exterior SubCabpay: Sectional Exterior Data Assemblies Comments Metlwd: codMraeat Mad Or Listing Mad Vvester%W ImsrMcTea" Sarvioae MA, Gary Posher (513) 77"M Ind. (513) 51945N naw,tefibldeclepeY.com l lrM 17 08/702D17 121052017 Approved Review 2017 Cl pay Building Products Company Category: Exterior Doom SnhGYpory: Sadbnal Exterior Door Assemblies Canplrnee Meat x: Dedication Mad or Listing Mad Waabrftld Inlertek Tasting Servion NA, Gary Phohrr (513) 7704= Inc. (513) 5104M mv1"tedleM®dopaY.aan 112912017 W102017 12MISM17 Approved Revision 2017 MI Window, and Doers Category: Exterior Doors SubCabgory: Slldiop Exterior Dix Assemb6ees Complirtee Medved: Evaluation Report from a &eon Sanger Luis Roberb, Lama Sown M. UrIch, PE (717) 366J3013, PE-62514 (717) 317.8454 bearger@mivd.can =132D17 0511112017 00115=17 10110=17 Approved Revision 2D17 POT Industries caepoay: Exterior Doors subcategory: Siding Exterior DwAeambga Con Omtae Maetod: Certification Mad or Listing Dealt Rued Misn&Dede BCCO - CER Mand-Dae S=- VAL (041) 48W0100 (788) 915-2000 dmwltapgWdusnbs.Corn 122Ml7 112812017 12/26M17 Approved � Florida ArdttedArtltaeA a s Licensed Florida ProfessbRp� epI CIO Quality Assurance Aponstrod forUse AggD7yad W U&S Wood Deaden Quasar Assumernall AmrovalbrUsa AOarmad hello how RaW Ems! Quality, Assurance, Approved f Use Amoroved for Use Immat Deal- Eon!Product Dereallodw ft, HIM gulsid, HVHZ I Fireman, LIIa product Model. Number w Name, Floated pantaloon Contract Emokadw Deb Ig!!1¢IZ outaka m Z I Pgmrgrl Am PnOthark D,,Utodm Conbrad EaplesdanDate InHVIC 011111"IMINZ fiewmas F1aagIM 37 037 WS-09 PAM-2F161: 04A, 94, 73, 75, 1500. 190, 76. 76V, MRST, 4RSF, SRST, OW, 2RST, 48, 42, W, 480, 428, 65S, GOBS, GD5SV, GRSS, GR5SV, ARSE, ARSSV, Steel Pon (min. 25 go.) Skge-Car (up to 9'0' wl g821=8 WINDCODE&*l 74; We Garage Data No Yes No +30 PSF/-32 PSF 63 053 WS-I6 PAN•21o153: BIP, 94, 7176, 1600,190, 4RST, 4R�, 6RST, ORSF, 48, 42, 65, 489, 428, US, Goes, GD5SV, GR53, ORSBV, ARSE, ARSSV, EDSS, EDSSV SWI Pap (min, 25 gar,) Double -Car (W2" to IV0" 0521rl= vdr) WiNDCODE&0174; W5 Geroge Dow No Y" No •30 PSF1,30 PSF a 5 Predict Model. Nomboror Now SERIES 420 ALUMINUM SOD REINFORCED Product Docrhdim SERIES 420 ALUMINUM SOD REINFORCED XXX 12212018 In Outside No gas Yes No PMOK" WA 10 SGD$S70 (LaNestle Impact) gs Vinyl Sfidmp Glen Door 04114=1 Yes Vas Ya WA ED58, EDSSV 143&quotx%&quot O Florida Department of Business & Professional Regulation Page I nr2 Florida De garment of Business & Professional Regulation Pap I w I Building Codes and Standards 12/12/2018 Florida Department of Business & Professional Regulation P.ge I w I Florida Department of Business & Professional Regulation pegs i w iIs a� Building Codes and Standards Product Approval Application Detail armle Product Approval Application Detail Building Codes and Standards Product Approval Application Detail IMMIS Building Codes and Standards Product Approval Applkation Detail 1=1e se n.a11es7Jtl Vega Entity or DataP )?,a(g (idat FLt 1Sme Version Manufacturer Contact Embryo rB Llean.e Validated By Validated Su21A Fat Aogroval Aooroved Submitted ,v,l Shwa Sredl Min version Revision 2017 mamftcbm CURRIES Division ofAADG, led Comeory: Exterior Doors SubCato": Exterior Door Components compirtwe Melbod: Certllkation Mod m Lhgnp Entitle canted salmiK4Lmmay.ikfdw By Dedlo Door UL LLC Ted Barman, PE (641) 49426" (305) $0 4707 daw.dedlctiliaeaebloY.a m 21k oak Deb.Poubc Yat>atlW aid&MEYII F9C Apafmal 11/30/2017 102M17 go Approved 12N&MW AMR Approved Revision 2017 MI VJl dtl and Doors Category: Windows Subcategory: Single Hung CamPitence Method: Certification Man or Listing ,. ,.. [v71T4gb.Ftt pmtlu8h -, Brant S911nger American Archeedural Steven M. Udch, PE (717)365-.3300 Maufacturers Association (717)317-8454 bselingerillrxlhvd.com 12292017 12(132017 01108201e .. ,� '. , ,..= Use Ion Approved ... ... Oeeian 92& loon version Revision 2017 Ikgiaaed(m[ Cbpsy Budding Produce Company Cowl: Eaortor Door Subcategory: SecBoal Exterior Door Assemblies Compliance Matl1ed: Cemeation Mad or Lawn EIBMDg Sdmeld Enal oar& porms Validated By Mad vvsoerkm Interek Testing Seniors NA, Gary Flashier (513) 7704= Ind. (513) 5194M w mssterfiNdedoPsY.com 20 291 yelld111111110 SubmEYd 11292g17 081g2017 Dab.PNWNM 20t END Approval Ansrond 12/0512017 am& Approved 226 Mat VMhm Revise. 2017 MUL69MME Cepsy Building Products Compsay Category: Exterior Doom aubCaagay: f)edbrul Ekterior Door Asesmblis Complaint*Meaned: CbreBalbn Mad or Listing FrslhC.g Sisr.bked EmWea.E.L,joemes ymoda" Mad WMterINM Imsrbk Testing Swim NA, Gary PlueltW (513) 770-son Inc- (613) 5194588 tnareaerftldQdopaY am 21M 20 Da* Ping 211a VaNdared Eyed ilg.Amrslfat Approved 11292017 0811WA17 12106017 Approved - FLH76a7aC7 .Lai ProductsSeel Prodta----- QudedC Asovinseas Product Doomhodom Approved for Use Amaa+mrgJka Isis HIM leaned Design Paleaan Product Model. Number or Name O e11tvA ea Product DesMgtian C tenet Exdratlon Oata Approved frU Use Aa vsdhr pact IO-HYHZ Outside HVHZ Resident Preaaun Lea Product Yda. Yuan.rw Y.m. Quality Assummat Product DneOdatkn Consist PEWMSW Date Aooroved far car Approved EJMZ OUMMS for ise tamed HVNZ fiealdanrs gmhm PMMIIM aMS2794tB Fractions saga Pr.deaaeeda. Y enm.rar won. Quallev Assurance Product Descrinfigal Approved for Use Approved far Use IMsmt In HVNZ gatside HVHZ Hearaat onion P�rlulm 2 185SH 52x84FbtflengeFrameIGSGSingle Hung 10109201E No Yes No +60F60 1 807, 707, 727, 747, and $47 Single and Palm of Doom Flush, Glazed, and Lowered smile and pairs of 12/312m5 Yes Yes Yet WA needle mortal doors, e6 095 VA49 PAN-21et53:73, 76, 84A, 94, 42, 48, 42B, 48B, 4RST, SRST, GDaS, GROS, ARKS, EON Steel Pan (min, 26 go.) ShrQ Csr (up to 9'0' wide) 0521=8 WINDC0DE&g174; Will Garage Door No Yes No .38 PSFI-42 PSF 102 102 VI&iS PAN-21F159: 73, 75, 84A, 94, 42, 48, 428, 488, 4RST, GRIST. Goss, GI ARSS, EDSS Steel Pan (thin. 25 ga.) Double -Car (W21to ITT 05212028 wide) WINDCODE&0174; WIl Garage Door No Yee No +37 PSFM1 PSF O Florida Department of E3usiness & ProtesSonalegU a on Pegs 1 0l 1 Florida Department of Business & Professional Regulation Building Codes and Standards P.g.1 of t 11=16 Florida Department of Business & Professional Regulation Building Codes and Standards pall• t vet 11=10 Florida DepaMtent of Business & Professional Regulation Building Codes and Standards Page I w I Ir"Is Building Codes and Standards Product Approval. Application Detail 1211201e A 1 Product Approval Application Detall Product Approval Application Detail Product Approval Application Detail �� V J Code )jae yaajgp Manufacturer Endt-t Conrad E.glnear&Litt... Valldated By 211L P.& Date Pending I)at! YJlldat4d 3ub111=9 FBC Approval A,-,,d status aaaaaaa� l7ra11SM1114till FLOUSam FL$ L,olila Mgt 1Mrslgg Revision 2017 IkuiQacu kill Veridows and Doom Category: W ndbaa SubCabgay; Find Complrwe Metlrotl: CaSikaft Meat or Lioling ErsMLrs Conked E0ilmus,4.11.10imat Validated by Brant Sanger American Amh bdunl Steven M. Until. PE (717) 3853300 Manufacturers; Aeeddotbn (717) 317.8454 baanger®mW&d gat! 2* Data pending Yodkk d alamWW FWAaeaeaal 12/312D17 12/31/2017 20 Approved 01/mo18 ANN Approved gnda bat vmigg Revision 2017 Flear PGT IndustrW Category: Wlndo es SubCaYg ny: Fixed ComplWta Mdtod: Gr56ada Mark w Us" %rawor Canted Enak ,a Lh� Validated By Dean Ruod MrtheDede BCCO - CER MIam4DorM BCCO - VAL (94,) 4884100 (786) 31 f>2590 dilmdopgdndplbe.am Qlk gate Dab PONYM 21M Validated StibmMW INApptgv((( Aaaroved 12202017 12/082017 12262017 it" Approved 22b tea! YnMkg Revisen 2D17 Wnukftw PGT Industries category: wmddlw SubCatopwy: Single Hung CpmPlmea MWwd: Certification Mad Or LWiog Epyosy, conbw EOatmeai.Llrame vaimem EX Dean Rued Mrml-Dado BCCO • CER M4mFDado 8CC0 - VAL (sa,),es-o,00 n5s) 3,s-2a90 droar tltetrko.com 20 oak Vatldide.4 $laO.W 1220P2017 1ZDM17 Dab Psesdieo DJk FIIQ Agpiravol Approved 122&2017 mita Approved Revision 2017 Lt18561475 Plnduati MI Windows and Doom CategoryWindows SubcasgoryHorizomal Slider Compil once Marna d: fed allon M or Listing Brent Si tinge American Archeedural Steven M. Unch, PE (717)305-3300 Meruradums Association (717)3174454 bselingerCmi al.eom - OureflivA-rance 012MO18 01/032018 01222018 -: paro Aggroveafor Use Avedfar Us, Imgact Approved Da.lo" O Pro duct Model. Number or Name Product Oesadgtlon Contnct Exglrntlo nDat, Ig,tlj�jj Outside HVHZ Resistant Pressure i•� &tat Produat Model. Numbor or Means gamete Assu Pit.Disinflation Aboroved for U" Asmand for Use InHVIR Oubift Imam Resistant 2t" Phone M aw prodm2 glalk.A!lgaeaQt Productillosairlollml Conhand, Exchadon Dab Aporoved for Approved forties knoad In KV Z 21111111111daim Resistant P-, &ass!PldLmtNWOL alumbear Or KIM QaI.LAlIu Pmakad Wantland Contrast Expiration Doom ApgzovarforUr Abnroved Ia1DRZ gldaNa:HVHZ for Use Impact BeatrlEnt Cosilare P 1 HS: 168 Fin and Flange Frame 7342 Insulated Gins 02/164019 No Yes No +55655 1 185 low 73 x 72 Insulated Glass 04I032018 No Yes No +80/-00 9 PW4520 (Large Missile Impact) Vinyl Food Wndcw 04130=0 Yes Yes Yes WA 7 SH-WOO (Large MbNb Impact) Vhg4 Sings Hung Window 07130202g Yes Ya Yale WA Cn I no O L V U) Florida Departimmr it of Business & Professional Regulation Building Codes and Standards Pea.1 or I VWm1e Florida Department of Business & Professional Regulation Building Codes and Standards paps, a, 1=10 Florida Department of Business & Professional Regulation Building Codes and Standards P.q, gr, 1/5m1e Florida DepaMient of Business & Professional Regulation Building Codes and Standards P.P i w 1 1/5rm1e M Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail W F FLrl211A11 Fgm3iez4t§ w 1S#fall"a 22K 11191 Version Morudirda er Raw or cnmbled Egldmea3L !(atltlaOWaft Rik gale DOWPAndkw YaltlatW aulMSIW F1IICAearl Rat Apnomd aEYa S90 Mon VaMIm 1kwjf&cW L EMMr or Canters Froalknostt41t)tma Validated by 20 gate one P .m 21k Validated &WOIWW FWAao®al AaaDVMd AMR fmdl Mgt VaokD fluslisgim Erdkeea Contact Egaton[aLkrly.imW By 2 E 2da Yaldidled allhmut RaiNwm go FBCAmMYat AgavaMd alma LEda min Versko llamErAmr EgWr ea E.Okm aLia VaIkkbdBy gat oak Dab Pending gate VaYdned &nlmtlkd F1gEmteatat Amtmtd stags Q RwWon 2017 Therms-Tru Corporation Compory: Exterior Doors 3.1 Casgary: Swinging Exterior Door As..OM. Camplbnce Method: Evaluation Report parr a Florida Rephtend Arched w a Licensed Flake professional Enpte"r Rick Wright Lyndon F. 64hmldt P.E. Ryan J. King, P.E. (4/9) 29e-1740 PE43409 (813) 767-0556 tkitw®rwbMga"tgfmb. am 10/la2D17 1 W182gt7 10222017 12/1220W Approved Revision 2017 MI Windows end Doors Camay: W refowe SubCa6pos a ,'-a Counpgwrce M,Ueod: Evaluation Report ken a Flarids Regisbnd Ardtlted or a Ucensed Fbrltla professional ErMFramr Stem Stanger UMs R Lomas, FIE Steven M. Ureh, PE (717) 3654300 PE-02514 V17) 3174454 beanOeuMrrdwd.cwn 10232017 10MOMI7 ,0262017 12J722a17 Approved Revision 2017 Pli12 411 Proximate, POT Industries Category: Windows Comes , 1 Mutiam Compftnee Metlwd: Certaeatiat Mad or Lbdrg Dean Rued Mbm4Deds BCCA - CER Mlemi-Dada SCCO - VAL (941) 450100 V86) 315.200 tlmauit®pgtlridYbisa.axn - 12IO502017 11M512017 1209=17 Approved Review 2017 Jam" Handle Building Products, Inc. Category: Panel Waft SubCasevoo- 9ldkg CanplYnce MWwd: Evekmdon Repon San o Florida RopbMed Architect or a Uoan"d Florida Probeebw Engae PmghYrg Zhu Ronald I.Ogawa John Southard, P.E, (909) 349-2927 PE-24121 (352) 367-2526 pliod1ocoerg.zhu iformashror db.00m 082W2017 08009=17 08282017 1111102017 2017 Approved z Z Q Saga Prodwf YotlN Number or Mares Quietly, A� Approved for Use Approved for Use inlE(IZ O IBdaed Roofless J Pressure, arla.E Product Yda Number tor Ron ProducLOommindw ApnrovidforUes ApprovedfDrUjim �� a In NVM 0,holds, HVKZ Es4kat psalm Pweua Lea 1 MullionshxAll Doom and dons Ouaatr Asaunane Aluminum Mullions05292021 Approved for the Aoaeved In.lO(HZ outside Yes rev Use bmo HYM Remounts Yes Yes named P-, N/A aw dates ].bed Ini&DZ OiddoKHlZ elemental: gear P1ea1WM 1 8. &quotFMrCraak&quot, &quotSmOOthShr&tpmt, emg;8 squota,"ciattuot Glazed Fiberglass 12/512021 No Yes Yes WA 2 5764 vertical Aluminum Musson 121312018 No Yes Yes WA 1 Camptant Lop Strong Fber-cenrm lap okNg 12/312020 Yes Yes WA WA SHEET NO. &quotCleaaiocrMdquot or&quotClralcCrat Single Dix- QQ mewinga Outlasting Configuration Rusbollquot;aaa,d«Wa PA 1.1 a N Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pepe I Of i IMMIS Florida Department of Business & Professional Regulation Building Codes end Standards Product Approval Application Detail Page I a I 1/5201s Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I a 1 1/520111 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I of t IlMIS W +� O (•� �s L L �r� Q O � C c1,/ ^1 V Cz � � ' �./ /1 a.i 0 /�� ICU O � ' ^ ' -0 E ^, Vw }a .E— VJ ' 0 ^ Yi t � 221M. EnUNM !Z� l2lk I � M)rm Version L �SL EoUU M v HddwBy Ydmm Allgood InaAMmxn A000:ad ANU Rsvblon 2017 James Hardb Building Products, Ma pingsherp 7Jw Rould 1. Ottawa John aouUanS, P.E. 08202017 081062017 011252017 101102M7 Approved Category: PMN Walls (909) 349-M PE-24121 (352) 307-2526 Subcategory: Siding pingnangzru6jamed ar compliance Method: Evaluation Report from a dle.conn Florida Repblered Arcttibct or a LkMssd Florida Profession Engineer FL9131n.RS Products A S�AMIV�OM Approved for Use Annexed for Use Waxes � teat PpAetModel.NnuererNan InHVNZ OutsideHQZ ResistantI� 2 HwdlePbnk lap Siding l W-oarnard lap siding 12MIM0 Yes Yes WA WA 29d11 Eltelpr !� 20 u Do LM VersionIMmI 2909 Emlrorl.Ll�e Validated By Villd bd amblim InaAopmW Approved unfit RevMM 2D17 M Windows and Doors atom somper Luis R Lomas, PE Steven M. Urich, PE 10123f2017 101182017 10/2812017 121122017 Approved COMM: NNldows (717) 365-M PE-62514 pl7) 317-8464 Subcategory: Wages ballinger®mlwd-odn Complance Method: Evekwtlm Report fran a Florida Registered Architect or a Licensed Florida Professlonl Engineer FLMSSa34t& Product,AporsY:sLtg!!g A for Use Managed for UM ]mud I22WM Awl product IndNAZ HVNZ 1teMWrs Pressure 2 6764 Vertical Aluminum elation 12/312018 No Yes Yes WA FLAIRM11 226 EMteLpr IIa 21k Ode PledM 20 min Ym19a ! coned Esaf�[ALisame VdkkWBy Validated 2WID.d FOCADDWW Approved AMR Revision 2017 POT ledusttin Dean Rustic MWm-Dade 6CCO - CER Mb nW)9cW 6000 - VAL 12/WI2017 11/16=17 12I0M17 Apprrned category: WYMowe (941) 488-0100 p86) 31&2�0 compliance Masons dmukk�ppkdustrbs.00m compliance IIsNed: CeK8lcellon Mark a Listing Aperpved for Design I oul Aw Ptione teDooLre andVendome do a AW 05126=1 Yes 1nYes Yes Outside .IOOYi ) WA il Se41k Enbr9L Rim glk Dab Poodles 20 License ymuddwBy Yal&mf d FOCAMMM Approved Use Mum Version tl correct Hoot til�ta EI Revision 2017 James handle guild rs Products, Inc. Pingsharp Zhu Ronald (. O9swe John Southard, P.E. 06252017 08I0M17 MM017 10/10I2017 Approved CaNpory: Penh Wald (900) 949.2927 PE-24121 (352) 387-2526 SubChance, fi Siding dWoom,rrg�tu r Evaluation Report fronrna db.can Florida RephYmtl Architect or a Licensed Florida professional B 9MINLAOI� Apprmad.for Use IM= !L� 2Mt PrpduetModeLNme herorNumr In ! Pressers 1 COMP" Lap Sidin fiber-cem•M tees slang 12131/=0 Yes Yes WA WA Florida Department of Business & Professional Regulation Building Codes and Standards Pao. t a 1 152o1s Florida Department of Business & Professional Regulation Building Codes and Standards Page I of / 115=18 Florida Department of Business & Professional Regulation Building Codes and Standards Page 101 I/Swe Florida Department of Business & Professional Regulation Building Codes and Standards Page 1 of I Iffimle Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Fu13192ars 2411s! mm Version Revision 2017 silloadisligne James Haeb Suiting Products, Inc. Category, Panel Wags Sub0soncq: SNkg Compliance 11- 1 , ; Evaluation, Report from a Florida Registered Architect or a Licensed FW Ws Professional Ell~ ErA*, w 9900 ZBWONL,U� Valet PbpMng Zhu Ronald L Ottawa John Soulharo, P.E. (W9) 349-M7 PE-24121 (352) 307-2526 pin9elwn9•zlw®HmesMr dla.00m 21K 21M Ydd" AWO Md 08126=17 081111112017 Ode PamHna 201t AM[mad 08282017 10/10M17 Ali" Approved njn52T1$2 _q2& Musa Vernon RevWon 2017 LMmfluce— Atkin Cabgary: Panel Walls aubCa bpory: Points Compliance McMad: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer snit or VaWebdey Nick Thompson Lyndon F. achni P.E. Ryan J. King, P.E. (330) 922.2389 PF 43409 (813) 767-OW ntlmornp wn®ablds.cam 291 1291 Validated SWmlted 101042017 100=17 Dale Penmu 21M InaApo®al 6Mraved loft 12017 12r122017 AMR Approved FLsIWM call! BM variation Revision 2017 Llembak-t Aiside Category: Panel Walls SuaCategary: Soft.00n Compliance Matlred: Ewbatbn Report from a Florida Regbbred ArchMct or a Licensed Florida Professional Engineer Entlly a contest EOa1WeLALMM Voided! By Nick Thompson Lyndon F. Schmidt. P.E. Ryan J. Kong, P.E. (330) 922.2380 PEJ3409 (S13) 767.8555 Rde 20 Oda Pandkw VMIdated tllbm0d FWAoD,,M 10104=7 101032017 101112017 geld AnDrad 12112/2D17 2WIa Approved Fla121 ode mm Vernon RwWon 2017 LIMufacAIOL GAF Category: Roofing g : Asphalt Shingles compliance Method: Eseteelbn Reportfrom a Florida Registered Architect or a Licensed Florlde Professional Engineer Way or contact foaloM[•Lrsame Validated8, Michael SGeh Robert Nbmkwn John W. Knszevkh, PE (S7663411 PE-69166 (954) 772-OM .can Rdt 120t Dab Panda Yddad UkMMM FBQAmrsrM 09WW7 OW2012017 09282017 292 Ago[mred 12/1212017 Atom Approved gielbAesrmoM Auurovad for use ApprovaciforUse linged Daum 91d.CAaemoM Approved for that Appoved fer tfnbased RMM, Qwd& Assurance AMrslad for Approved for thas 1mMM Design Approvatfortise AM@Rld for Use k"od DLIM EM.t PiodtiaLMacbL NLvkww Nam PJoclud DWAPON m DAN 1RHYM OL4mft MvMZ mmam PINOIIN ma Product Saudi Number or Name Pmdud In NYHZ Outside Redim Pressure 211.1E Product Modw.Nwnbror Name Product DMK41PON Cpmed Expkyon Dab In HVHZ OLftift HVHZ RAsustmd P[4mme Sffit Prodmwt Model. Wammber erNun Prig„ contract Ermby" Data In HIM gltlde KVMZ RMwnt Pressure 2 HardW'-* Lop Sldbg fibw-c~ lap eking 121372020 Yes Yes MIA WA 1 a. &quohZT&quoC Soft Vent or Salld Vinyl Soot 12/312020 No Yin No WA 2 b. &quOLAMence T45quok Soffit Vent or Sold Vinyl Soft 1213112020 No Yes No WA 1 GAF Asphalt RodShM9bs Fboglass reinforced 340, bminab4 54ab and 10202018 hiphldge asphalt shingles No Yes WA WA Florida Department of Business & Professional Regulation Papa, a I Building Codes and Standards 1MMIe Florida Department of Business & Professional Regulation Page 1 a l Building Codes and Standards 1/512dta Florida Department of Business & Professional Regulation Page 1 a 1 Building Codes and Standards IMMIS Florida Department of Business & Professional Regulation Pans, a 1I Building Codas and Standards 1152DI Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail FIL0112326MlMJriee1l�2 credo Mum Verdian Matillatiffix llwar« crab Lapleser3LtedM v.eaer.eey 21k Data Valued 2W W Do* Pending 21M ffiAMegrM Amronaed 2tega diode Mum Version I&Liufachm 1laWLpr gate Ida YaltlaMd Submitted DabPandfim geld FED Approved &Mrs 1 god! IYm Von" Nmufbcbm EaYeIpr aLlesesa vauddada. JIM gee lilt VMidld 2WmMW FWAM) vat 201 Approved ama ! 2M IYm Version LIMSd Enwor Eirsh�llJn Validated By 21M 219 Deb Pending Val 4WmMd MCApproel 20 Amused fib" Rewelon 2017 RjMI32&M TAMKO Bua"1g Product, Ix Cebporyr: Roofing Subcategory: UndaKrynwnts compliance Metlwd: Evaluation Report from a Florida Registered Architect or a Licensed Florida Preea WW Engineer Products Kam Eden Zachary R- Priest L.cdw Soudan (417) 624-M" PE-74021 (334) 300-1800 kMl_adem®tamtiw.oan 10/102017 IGMS 017 102WM17 12112=17 Approved Revision 2017 L.V. Thompson, inn des Thompson Amhi KWW Melab Company lTAMCO) Category: Roofing Subcategory: Roofing Accessories that are an bdegrel Pad of ion Roobg System Compliance Mehod: Evaluation Report from a Florida Registered Mot4bct or a Lkw sed Flomlda Pmfeselonl Engineer Tarry Christman Zachary R. Priest Locke Bowden (813) 248-3456 PE-74021 (334) 300-1WO tomyesponmebkootig.com 10MOM7 101102017 10M72017 121122017 Approved R"Mon 2017 LV. Thompson. inc. rfes Thompson Architectural Winds Company (TAM00) SubCalny: Roofing ubCabgory: Roofing Accessories that are an heagrd Pan date Roo" System ComppMee Unhook- EvahwBon Report from a Florida Registered Archbd or a Licensed Plorlde Professional Engineer Tony CMWrwmm Zachary R Pried Lode Bowden (813) 2A&34% PE-74021 (334) 3OD-1800 . 101102017 10/1=017 10/172017 121122017 Approved Revision 2017 LV. Thwnpun, Ina ohs Thompson ArnJnbctural Maws Company (TAMCO) BubCabcorm pRoofing ay: Roofing Aocenaba that eve an Integral Part of the Roofing System Compliance Moiled: Evskwflon Report from a Florida Registered Arohbct a a Licensed Florida Professional Engineer Tony Christman Zachary R. Pried Lodes Bowden (813) 2484M PE-74021 (334) 300-1800 p coin 10/102017 101102017 10/172017 12 I22017 Approved . _ Ina 8 Produ�tModN.NumewrerN.mn No.15 UL Quality Pam, mbedff�smmDuranceow Asphalt saturated oganlofat 011072019 lam Outsovd for Use Ape�[.Iht Yes Low lieshtel Yes WA Nests PIYMIpa WA B ProductMedY. Nrentwrn Nerve Ouster Assrraree i Answered for Use MoneydJprUse 1, HVHZ ! IMRIA EesM$a Design Pressure at l�L AblmQss Approved for Use In HVHZ ! IMF titer Onion Product -Nubr,K— P AOMoyed for this Approved for Use In HVHZ aumidr.um � Eestetel Dodge pressuretl0.2 1 TAMCO Flat Top Oa4Wp Vent with Raft for Toe 26 go- studio roof vMOblor with basis OWM026 Yes Yes WA WA 2 TAMCO Gooseneck Vent 2500. 091090 26 No Yes WA +01-52.0 3 TAMCO Off -Ridge Root Vent w8h Balb 28 ge. stdc roof vonNebr with his peed! WIM 09A92026 Yes Yes WA WA C) C O Florida Department of Business & Professional Regulation Page 1 of 1 Florida Department Of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pag.1 a1 11=16 Florida Departmard of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Papa I tit Mote Building Codes and Standards Product Approval Application Detail U71201e Florida DeparfineM of Business &Professional Regulation Building Codes and Standards Product Approval Application Detail Pace of 118=18 ♦� Code EMIW or lid�[)sit. elon Pentium to I12l4lL43t B MyPe Version Manufacturer Contact Engineer & License Validated ByYsllaataletl Submitted FBC Adprprel Approved Sralus gdk Mum V11ohn Review 2D17 Useldlotax LV. Thompson, Ins. dba Thompson Architectural Metals Comparry (TAMCO) EBEALaL 990a EMbesLAlka Validated 11v Tony Christman Zachary R. Priest Locks Bowden (813) 2483458 PE-74021 (334) 300.1 WO 121h We Ymdmd 2Wmmd 10n02017 10/102017 Dab Pending 2da FBGA—[ AM®ad 110Y1712017 12M22017 2Msa Approved 220 Ieee MOW- Revision 2D17 M,,d,,b— Florida Metal Products line Category: Rooeq 1"W W cemMg EMteesr A, U— Validated L Clark Jones James L Bucker, P.E41 fact" JaM RWw, (904) 783-84M CBUCK Engineering P.E. 21M 220 Yaltlnd 21&mlMd 10/252017 t20 010617 M gnu FBQ AoorovW Ap®red 10272017 12112MO17 awn Approved Revialon 2017 Lan nco, Inc Category: Roofing SubCal"ory: Roofing Accessories that are an integral Part of the Roofing System Andrew Carter James L. Buckner, P.E. Steven M. Urich, PE (501)982-6511 PE-31242 (717)317-8454 ecader@lomanc000n 04/092018 12182017 04/152018 06/122018 Approval 290 Mum Vmlm Review 2017 listaidissina Bore] Rod" / MoniaKJMle Cabpory: Roofing Eres, m cddact P.opllawarALlesoac Validated By Thomas Jemlt IAPMO Uniform Evaluation Gary W. Walker se (002) 269.2288 Services LLC. (205) 864-0100 !teat 20 Dab Pending Vadtlw tWrs2ld FQ%Aammal 101117 10106=17 Doss App@Yd 1021=17 Aldus Approved ■ — Category: Roofing Subcatepay: Roofing Accessories that one an Integral Pad dltw RooMmg System Subfebpory: RooMg Accessories that are an Integral Part dtlw Roofing System CompUa Messed: Evaludbn Report from a cbrk®f— com PE-31242 (561) 414.7557 Complanea Method: Evaluetwn Report from a Florida Registered Architect or a Licensed Florida ear Professional Engineer Subcategory: Roofing Tees Compliance 11 " ' Evaluation Report loom a Product Evaluation Entity Owmwe.Janu e"DbonLao an Qempliance Mathad: Evelustion Report from ■ Florida Regbbretl Architect or a Licensed Florida Florida Registered Architect or a Licensed Florida Professional Engkwx PLa T102-R3 Praduct5 , _ :. - -_ ;: '_ .; .. ,. _" .. FL Prof elondEngineer Quality Assurance Awrovedfar Use Aogrov,dforUse Impact Denim Imp aFLSHS004" gg� Products So- 5 Product Model. Number or Name Product Description Contract Exolratim Date In HVHZ Outside HVHZ Resistant Pressure AmProduct Description Conrad Bankston Data in HVIC oubwe Resident plea"" Annnomf for Use Approved for LIM IMW gesmn 2fat Product ModaL Number a Nam Q,,ft Assurance Product Deadriolim ContradifisafrationDshe Amitcrted.for Use AM[madjor InHVKZ Outside Use Imam HVIR p2 h nt psalm pJ m 1 Deck-Ar'v DA-4 Low Profile, Polypropylene Plastic, Roof Vent 071IM2021 Mechanically Attached to Plywood Deck. No Yes No *97.5/-97.5 27 VMS 900 Medium Profile -Denver 10M402018 No Yes WA WA Alan P m d atoeel. N amdwr or Na a Product Donaldson c Et oldlmMteM 1. hAM Oubilds HVNZ Iteeteters &MMm 3 3 - FLAMCO &quokRV 10 Ridge Vwdquot Akaamim Ridge Verb for pitched rods febrinted 12/372020 NO Yes No WA 4 TAMCO Round Top Off-Rkge Vent with Berns for TN 26 po. de5c root wrmbbr with bib 09100/2026 Yes Yes WA WA from 0.026' Aluminum U) O Florida Department of Business & Professional Regulation Building Codes and Standards Pegs 1 a 1 115=18 Florida Department of Business & Professional Regulation Building Codes and Standards Palatal 1/5rm11, Florida Department of Business & Professional Regulation Building Codes and Standards Page I a I IMMIS Florida Department of Business & Professional Regulation Building Codes and Standards Page I Of I immia (W, W Product Approval Application Debit Product Approval Application Detail Product Approval Application Denali Product Approval Application Detail CD U) 14t2elL$11 Mom Vernon Maotinlial( EMhLar conbd EMtear&Lkeme VaEdd®L 21K 29k VnlddM SOMK*d Deb Padloa gate FOC AooMYn Approved Etetge Smda Myer Version lbofdistaiu Emihf9r contact EMbf3License yaUddM By gets 21M MOM SWmWM DaM.P�ndim 22M FW Apr>rml. Amreysd awn t 296 Muse Version LMOufwWw Entity air anted Em1neer i Yesmayawbbd By no gnu DeteEmMm YnMtld AWMMW F1Q Juawavel � Approved 2tega t12Z�1 � lain Version kunufwtuw Enter Contact En,hnm&Lbm validated By 1201 gate PIM Pending Validated! iWmeted MAWMVMI 21M Aoprmrd AMR Modic Revision 2017 FL#79"4"1 Bore( Roofing! MonWUro le Calagoly: Roofing Subcategory: Roofing Tiles Compliance Method: EvaWOon Report from a Product Evaluation Eaty Products Thomas JemceS KPMO Uniform Evaluation Gay W. WaeW (602) 2W=88 Servkss U.C. (205) 854.0160 5temws.jemrettilborel.co rn 10MINIM7 10AWMI7 1Q212017 Approved Review 21117 Nlr8404"i Products Sorel Roofing! MonWLKeae CabBary: Roofing Subcategory: Roofing Tits Compria Method: Evaluation Report from ■ Product Evaluation Entity Thom" Jammed kAPMO Uniform Evaluation Gary W. Walker (602) 289-2288 Services U.C. (205) 854-0180 thomesJemrrea@bo i.co In 1011812017 100=17 1021/2017 Approved Review 2017 emtY"MMiPrd+aM Bore] Roofing / Mlonb L%ft ry:RoofingRo Subcategory: aubCabpery: RooBnp TINs complexes Mstlwd: Evaluation Report from a Product Evaluation Entity Thomas Jemme6 IAPfAO Uniform Evaluation Gary W. Walter (602) 28&2288 9arvloes I.I.C. (205) 8ti4-0180 Mpmas.JanlrrleltQborelm m 10118=17 IOMO 017 1012112017 Approved Revision 2017 88!l404ti1ProdMM Sorel Roofing 1 MwiwLbib Cstepory; Roofing SumCsbpay: Roofing TNes compliance MWwd: Evaluation Report fran a Product Evaluation Entity Thomas JmaneO LWW Uniform Evakwfn Gary W. Walker (802)2W-2 88 ServicesLLC.(206) t6g thomes�mlwtt�borel.ce an 101111=7 10f011=17 1012112017 Approved O �- /m1 �f 2Mt PnxluetYadY.NurnarorNares amdkAW Pr c>ntract bnDab AGSM! AmrovedjorLIM InHYM Oideldst9AZ lased R"im t gesMn P-- Sant IBi.LAesloaM Adrerld.fgtlha AmrmrdJ kHVHZ OudrgeHVHZ for SUse lamest LMehMI 12lebe Pressing, lac! Produce Iffiodd. Number or 111hurne Product Description Contract Excitation Data Aihk AgprmldmmllM InNvZ oubbbKVZ lmoaffi Ltenerant 12esMa PJeseraa Sea! Product Model. Number or Name $rkI.LJ3eslgmes Product Descrhgm Contract Explinallon bass, Aoa«atlfor uu Aoprmad&LUM InNVMZ 4rMideHYM lergMt Ism 12Wm pO 28 Visa goo Madkarl Protb - Lake Wain, FL MUMS No Yes WA WA 10 Sexary am Flat Prose - Rialto, CA MUMS No Yes WA WA 17 Saxony 900- Country ads, Hartford Side, Shaw, Slab, Spot Old English Thatch Flat Profile - SbddW CA 10/0412018 No Y" WA WA 18 Saxony 900- Co etry sh", Shake &amp; State FM Prods - Hendenm, NV 101042018 No Yes WA WA }a O 0 V Florida Department of Business & Professional Regulation Building Codes and Standards Page I a I IMMIS Florida Department of Business & Professional Regulation Building Codes and Standards Page / Of I 11I=$ Florida Department of Business & Professional Regulation Building Codes and Standards Page I a 1 1Nrmle Florida Department of Business & Professional Regulation Building Codes and Standards Page 1 or I IlMIS Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 19mt1idl4�2 W l7mtINL�11 &M Mum Version Manofiedomer El.cst contact EonoM[SLlrseM Vdwmltk 211a 21h YW" SWndmd tt 21M FWAwtmal Approved AV" Elifl4lSit 22ft Itae vad- llamld.UM ELYht9e carried FMIMerilAam Va9ddd®L 2im gate Yam Sr&mtltetl Deb 21k EOCAoormd Approved tom 221h Mum Vermin vissidlogaing Knew ar carded EgplpaprAlkaDM validated 8, lilt 21M Dab Pending YeYtlld Sulgionst FOCAoorovrsl Rik Aorvd AWO Cy ft I)rse Vernon Mamddmc Knew or gala6 Emin—llivanse validated By go 29t see PerAkm Vddted SWmmd dHl&A-1,l geld A—ved SMaa Q Revision ZD17 FLtrY4R11 Products Boma Roofing I Mori d ifew Odegory: RooM1p SubCaft".- Roofing Tom compliance Maarod: Evekwtlon Report hoer a Product Evaluation : Ev Than" Jemnwtt LAPL40 Undonm Evekwtlon Gary W. Walter (802) 269-2288 Services I.I.C. (205) as"Ific thomesjertknwateborel.m m 10116=17 10/011=17 10/11/2017 Approved Revision 2017 Fwe4vul Product. Boral Roofing / MonbrLKedle Category: Roobp Sumn:ategatY: Rcolkg Tles P Evaluation EEntity Evaluation Report from a Thomas JamnS IAPMO Unifom Evaluation Gary W. Wake, (802) 209-M Services LLC. (205) 8544160 1Mmes.lertanatl@borel.ce m 1 Q/1SM17 101060117 10212017 Approved Revision 2017 Global Protsabn Products, LLC. hbgery: Shelara BnbCatspay: Storm Panels Compliance MoMW: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Eeplmor Tian Robinson WabrA. TNS Jr., P.E John W. Knezevkh, PE (954) Bac-7545 PE-44167 (964) 772$224 thn.robinsen®gppemmtaM 091082017 06/312017 09/112017 12/122017 Approved Revision 2017 OWW Protection Products, LLC. Cabgay: 8hdbre 18teu Paulo compliance M Rapbbred Architect or LceponsseddFlorida Professional Engineer Tim Robinson Welter A. TM Jr., P.E. John W. Knozovkh, PE (954) 6847545 -44167 (954) 7724Y1'24 tkn,nobMsenespppMLcgm 0910112017 061312017 021112017 1211212017 Approved Q 2M2 19 Proud Meda. Number or Loma Saxony OW- country Side, Shako, Slab drt41 a; spa Snake gathAmmum Flat Profile -Lake Wale, FL 1000402o18 A Anon InHYM Outside No dMLHM uno S 9eslsters Yes WA Baths PL4esars WA Dint 20 Product MOM, Mummer or Name am Saxony 900 -Shake &D; Blab 9kWiftAUgrsM Product Desullffi Flat Prose - Lathrop. CA 10f042018 AMroved ILUse Mortared InlllSZ om No far ties WSW kb WHZ Iteeteten Yes WA gMhn Pleasure WA 129.2 1 ProdntModa. Number wNarn 20 Gaga Galvanized Seel Storm PaneWWAIZ Quaft Assurance PrairctOesarblbnm conond expireamn Oat Corrugated Galvanized Sba Slam Panels retained 12/3112019 or not by bide to provide hurrlon protection. Approved .for Use Approved for the leJIl78 out" "M Yes Yes lapsed ffi Yes geslm Pruun WA $act 2 Produce Model. Number Nam° 24 Oahe Galvanized Steal Storm PanewR4M C Gusher Assurance, contract Psdretlon Die Corrugated GWammd Steel Sloan Pant Istsked 12212019 or not by bade to provide hurricane prdechon. ApmeWl.for lUse Aoetoved for un In Outside No Yes km)sd R� Yes Donlon p� WA J Q. SHEET N0. PA 1.2 ME 6'- _ Florida Department of Business & Professional Regulation Page 1 01 Building Codes and Standards 11712019 Product Approval Application Detail Cod. Entity or, Date 292 Data Pending jug TV-- version Manufacturer Calved Endneer&License Validated Sir Validated Submitted Fill Approval Approved Status Revision 2017 All Amedcen Shutters and Glass Mike Barbleri Frank L. Bennardo, RE Troy Bishop, P.E. 0420/2018 10202017 04202018 06/1212018 Approved Jade Category: Shutters (561) 712.9882 PE-0046549 (954) 947-0880 Mimi ymI Subcategory: Storm Panels mikeb@allamerlcanshutle Revision 2017 nw Bdk9ng Compwmb Group Inc. Compliance Method: Evaluation Report from a m.com lama Dotaldoll Florida Re (stared Architect m a Licensed Florida Trul Platoo calf: Trtas Pbbe Professional Engineer cpmPempe Yotlhal: Evalestlon Report from a CowgM - Product Evaluation Eddy Qualty Assurance Aoaovetlf Use Approved for Use 1109a81 D sip" FLf1M4tB Products sea a Protluct Modal. Nrmbar or Name Product Desortmlon Comradt Expiraion Date In HVHZ Outside HVHZ Resistant Pressure 1 24ga Galvanized Steel Storm Panels 24ga Galvanized Steel Storm Panels 121312019 Yes Yes Yes N/A aepJt 1 nW BCGIA4gts Higher Strength (t &amp, S) Florida Department of Business & Professional Regulation P.gil a, Building Codes and Standards iffi le Product Approval Application Dahil Hdttft4tSt Sidle Enft ff Jets gels JatP!■I■ 21u I2211, Yew, tYmdlMLln[ EB91wtAJ.kaaee vrldded YiaMed almtlall FOCAmoml App®fed it" Review 2017 rrw Bdidkig Coruwrhmints Group Me. Stuart Lswlo 1010 Service, LLC WME Odr192 am M. Renled, P017 0/10712017 0921/2017 Approved Cabama awy: sbuo" Compo(847) 9i66473 (407) 881.1s17 Subcategory: Trio Fbbe sbwbQalonellmr.com compliance Malnedl Evaluation Resod from a Product Evaluation Err* guabLauum Approved for Use Approval for ProduetMod.l. Nhhahbera llahrhe Ill" Jaas9t glMal A2" JBtdHi i aoaua !v1!■!■ 4 ITN SMAlpare Wave Mehl cwarior Pbb 121812022 Yes Yes WA WA Florida Department of Business & Professional Regulation Pa9.1 d, Florida Department of Business & Professional Regulation Pepe 1 or, Florida Department of Business & Professiorat Regtistion Peale 1 of, Building Codes and Standards ,ar4o,e Building Corks and Standards lanote Butidng Codes and Standards rvmle O �+ Product Approval Appgcetlon Detail Product Applcaton Detail Product Approval Application DeW L_ L (1) 0- 0 J3B1af.$4 FLa1Ntdli Eno 9[ eau Jau Delta Panel epic Sale Sea or ROtu eau !?0119 P&MUM eau sane faWLa gMe eau Deb Pandling !1a Sosfdbd EmloeeLLLI1 YMltlredBf. VdMtd Submitted F1gAoouvM Amaraad auks I= version IYmaMklea Goni Encd�Allom yaiddodIc YaMMW ittlate" PWAMMVM Apprauffi auks M= vorl Hatediatim Detail L9leutkijgme yikbmdik MOW at,mw FOCAoe[msl 1pmesd awn Stuart Lew4 ICC Evaluation Bella, LLC V=wn M. Ronlod, PE 09/192017 OW072017 091 17 Approved Rotation 2017 ill Buffing Con"nona Group Inc. Stuart Lewis ICC Evalaon SeMoe, LLC WBam M. Rrneed, PE DGVI912017 09107/2017 O9f2112017 Approved Revision 2017 n W Bu ft Components Grote Inc. Sbuert Lamb ICC eilaMWion serves, LLC Vyien it Rental PE 09r192017 090i 0N212017 Approval (847) 91&6473 (407) 681.1917 coon cabgory: sbuclura Compoams (847) 9184473 (407)681-7917 hbppril 8 (947)918E473 ( BBt-1917 � ; V SuhCabpay: Troes Pbba cal MatlNE Evaluation Report from akewN@alplagw.uarh Palms BubCabpay: TransTnm Plebe ConlpertaReport Iran a elWpegw.corri O �./ a duct Eve Product EVmiknetlon EMS' Product E�ullwd�Evahidion O L nMISOM Pral FLA4206M e O Q O J Choi An- Anneal for itse Approved. for LIM Impact 219M Call Assurance ApaNyatl for lee Approval for Imam RWM 901LAg Appeal ar Dr Approved far Use kW 21do � O LL P CantroctliblabralloaDda, 1njrAIZ Out" III Ratialleat PJfw■ ae1Lt Product In Ifi Z goal Nvl astlW■i Ill Heaa In mm DLY�aZ &W M ft tl _ Meld coracbr Pbb 1201 Yes Yes WA WA 2 nW BCG/Apau untie Pbb Meal Connector Pbla 12/31MG22 Yes Yee WA WA 3 nW BCGrrApale Trubx L%M Conacbr Pala 12m2m Yes Yes WA NIA O > .� p O rat ._ �1/ fi�e VJ Florida Department of Buai al & Professional Regulation Building Codes and Standards Product Approval Application Detail Pegs, oft 11 ,/Sc is FL)YIe74M Jade EMu9[ 21k JBM. Oft PwArA gets bon variation lYmda9klst Saab ZOWBELa.Llr M YANIM t 7ie90ded awmim Fl Aomori Anneal auks Revhbn 2017 Wrok lnduW W, Imo. Davk Wert ICC Ewialbn sarvla, LLC ICC Evaluation service, 10119=17 101I 2017 1 W2220n Approved cabal sbuobuan componema (314) 851.7480 I.I.C. SubCsfo lei Tnm Partial dwari®miLmm (205) 5994M counsel Method: Evaluation Report from a Product Evoaueeon EMI* FLi3197JM Products Ant ProduetMorbL Nrerder a Nara P Approved In MW � oubi d Pusem 1 M18sNs 18 9a. roper high WerpM Was cormodor plats 01101=1 Yu Yes WA WA Florida Department of Business & Professional Regulation Peale t d t Building Codes and StarMaMa 19/2016 Product Approval Application Detail FLIZ974ta safe Eaftor gee Rib Dab PMURM Rik man Vanden MenldfLlYaL Saab aeBuee[.a tlraoee vrlewdav 7LaIWMW $!ilin" FBDAMMVW Ametet At" Revision 2017 Mack IndusMes, Inc. David Wirt ICC Evaluation service, LLC ICC Evaluation Serves, 10/1912017 10119=17 101222017 Approved Cabaury: Sbu l Components (314) $51-7480 LLC. SubCalegal Tfas Pales dwert@m0.00m (205) S9o-9800 compliance Method: Ewtagon Report from a Product Evaluation Ems EM W4M Phpdrrets aNe ProdwtModel, NenhraNune Approval fauea Asp Jks IMRId Reel■ a P In taaZ Outside HVHZ small Pre9.ura 2 mile 16 go. truss connoc or Plate 01/012023 Yea Yes WA WA Florida Department of Business & Professional Regulation BuildingCodes and Standards Product Approval Application Detail Peas, a, lmsofe Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall Pree, a f +/6/2o,e Fua197411Ia Rate enm of go !a% Dab.PUKNM ■Y gMnm Sad! Eaft isle 2da Dab Parisi gala FLNOW4M Jam Must Yadon lialdegk■[ 22=d F Li- Madden aS yam aNbffdbd FDIC ApmnBl Awroved auks lYNe amps MonLdwbm Rgaagt J: laLJra■e vrwe.dlb YelfdWd EWmiod FDIC Aoo[msl Aowamd auks Arap Yana Li■Ide6klfK Rovial 2D17 Mnek Industrial Inc. David Wed ICC Evaluation Sell LLC IX Evaluation Service, 101192017 101111 17 10272017 Approval Revision 2017 MRek Industries, Inc. David Wert IOC Evokmtion Service, LLC ICC EvaluWon Savvier, 10/1g12017 10119/2017 102212017 Approved Revision 2017 VWyerhaeuaer Catall Strhmml Componi (314) 951-7480 LLC. CabaorY: Structural s nta (vier) 861-74 U.C. cabgorl': S6tNhpN Conponerdr aubCabpory: Trues Pons dwarl@mdcom (205) 5gg-papp euUcatagpry: Truss Plata Paul in dwart®mi.can (205) 698.8800 - aMnaa red Lumber companieseta caaiplMna MWlod: Evalaaton Raped from a Complinniuation Report from a Method: Evaluation Com u EvMatlOn Report from a Croduct Product EMS F1a21 W4M products ProdWon 1ILa21974M Predueb vo bon E: Anaovtlfor uw Apptmledfor lae and ROBINS JBMWAftp Amarell for Ume A -roved forU- OW RJR spas ProdudtModN. Nrurnberalbhr P m.�L g l F� seas Product Medal. Number a Name outside Hyl¢ PJ!llJBE alad Product Model Number a Name 4 h1T20 20 g•. idea candor ebb 0110112023 Yea Yes WA WA 5 MT20HS 20 go. high strength tree connector pill OVIDIr 023 Yes Yes N/A WA 1 Mhuoaarrr lVL armh_Odbda Search Canada Florida Department of Business & Professioml Regulation Peale, d, Building Codes and Standards Iffi a Product Approval Application Deal wrrne7.ae Sall. Em4L9[ sett 20 Dow PamitrA gels lase Yml9a IYMtegko[ Ah mead FBI Apormiral Aleamsd 19■a Revall 2017 Wrok lnduddell Inc. David wed 10C Evalaation Service, LLC ICC Evaluation Service, 10/192017 10/19=7 10222017 Approved coastal ammral Componoms (314) 851-7480 LLC. SubOMepery: Taq PIMes dw r emi.Wm mot) 5gamoo Danplaance Mohod: Eveuuatioh Report from a Product Evaluation Entity Aporeved forth bog 21M■ we ProlMod&LHumberaName Product gonadal inHl Ojftkip HM pa 3 MTi8N8 18 ga. high strength truce connector pasts 01101/2023 Yes Yes WA WA Florida Department of Business & Professional Regulation Pepe, oil Building Codes and Standards 1,511 Product Approval Application Detail En tp' « Jai: 21b Data Parallel gale Sat Jaldea E■InnLa Llane Validated III )Jahn m aaaDYud PdgA■t910d Aggrieved auks mm V.W- MMM&RUM Rob Baldwin ICC Evaluation Sorvke, LLC James A RoOsan, P£ 011R272017 0151202017 07/0312017 Approved FLval 2017 wiry haear (269) 92 -WO (NO) 839.1344 Cctollory: Structural Components RoberLBeklwin@wsyrhe Subcategory: ErpMered Lumber euear coon camplbnee Method; Evaluation Reps from a Product Evaluation Entity FLMe2740 Products OVAM Assuming Approval for Use Aporaved lior Use IMRIA 2OWS Product De.asmion COO&MExubmftnDob In HVHZ Ouffill.NaIZ ! P7altm $roof Froduat ffi N. N w w Nsme Laminated Veaer Lumber 03/3imoi9 No yes WA WA 2 Pamllem PSL Florida Department of Business & Prdestinotal Regulation Pep, a, Building Codes and Standards 1151 Product Approval Application Detail Entity 1 gala Jau 4M!-pendew Bret S9aeM aMb�iLi9 V NdM d 0, xdwd d Ago" FRR.A,-d Approval auks Rob Baldwin !CC Evaluation Service, LLC James A. Roth-, P.E. 08242017 o&202D77 07M=17 Approval f253) 9246478 (e08) 839.1344 Robert8akhvan®wePIll euser.com Approvedfortin Anpral far ti t Impact amen In Hylia ! Final Parallel all Lumber 031J112019 No Yes WA WA Florida Department of Business & Professional Regulation Pop 1 of 1 Florida Department of Business & Professional R pa tlgulation Pup, d, Florida Department OF Business & Professiornal Regulation Pepe, a, Florida Department Of Business &Professional Regulation Paps, Of 1 Building Codes all Standards IMM16 Building Codes and Standards 1151 18 Building Codes and Standards vrrm,e Building Codes and Standards ,s2o18 Product Approval Application Detall Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail n &sofa mm Version mateliallues ary4ty [ Pall. lace Dab Panel Cadogn lidraw Xioddau xdmw awmald FROAaarmBl Beg A■r Vd asks FL M274ta SBde mm ymlan Mastlealm EMIkL9t tale 21it nwporxnm Saar■ a■IouG4La■et Yaildi ft YMMYsd AtectSW FWANNmsW 111 Airp®ud auks PLM527JM Sash Im Yeaan Lumdcmes Col EaWSux Bak Jos ow PNWWA Eoalmov&Lw■t YAMINtm. Y Ill" aWOM FBCApnrovat 210 Appa1YW Awn i t Min Yfuun jaistalleall EffiI4L9[ 21K eau lath■ Sonmu P.mloutiilaaaaa valldrala, Yaudod 13MOmam J34.Am>e1tl data Aepr9nd auks Reval 2017 Weyerill r cabgarll: Saltarul components Subcategory: Enp4uered Lumber CewpWnce Method: EvaMatla Repot from a Product EvalMation Ertl Rob Bdldwio ICC Ewuation Service, LLC Jamill Rothman, P.E. 061 0912012M7 (253) 974-6476 (808) 839.1344 RoMt.lealdrM@weyrha Oaer.O= 07/03/2017 Approval Revision 2017 Weyedrauser cab9pry: SWduret oned Lumber aunc�ado9ory': Etlgaheered Lumber P� Evaluation Epa4' Boon Report from a Flise274b Pralucts Rob Ballwin 10C Evaluation Servia, LLC James A Rodman, PZ 06=017 08202017 Rob 924a476 (6� 839-1341 RabellBaldwin�weymirha eaer.com 07/032017 Approved Revision 2017 Weyedwouser cabaprdc S6uctwM Component epbcaionale Erhoch Evaluation anion R Co duct Ea Method: Evakmtlon Repel from a Product Evaluation EMIy PM5274tl Protlhwts Rob Boldwln (253) 9244H76 etlw-Robaraidwinh@wmiyeda auesr-�^ ICC Eveuuation Service, LLC James A. Rolhmen, P.E. 08222017 09ML02017 ("Ill 07/0312017 Approved Reaillon 2017 CAST-CRETE USA, Ind. CKpory: structural Comporoms atdC+bgony: PrlUdmi Inaptluatl es a Resuq W Nsw Taudmokpy compliance Medial: CeWm ion Mark or LMang Rl1M4l1p Pralab Craig Pardne tpximil BCCO - DER Miami BCCO - VAL 11/142017 10/1a2017 (819) 6214641 n ) 15.2 ggrdio@aalaMe.can 1111212017 Approval aagjl Product Model. Number or Madam amobLamd m Agprota0.III lae Approval dCtug I'vocludDesoddon InMAi DUN&i limited RaekM Fusels: +Ulu. >! Product Moral. NwbwPJYl1■L.I OLOW Au Awe Approved for Ude In HVHZ 011,1911110tOQli NW at" Roal p aeaJl POOtr>llM.Qr 002pLA■llma Approved for Approved for tee I0tt1l.Z Dow& HVINZ lmod Doell J aep.d Product Model. Nwmbw a Nome call Assurance Apnurad for Uee Appeal lor U" Product law= Outside Hill bad gill■ Rmdmwt pre- 3 Tarlhersbmw LSL L.mtnaled Strand Lumber o331/Z019 No Yes WA WA 4 TJ Rim Board Sbuctural compel Lumber or criminal Shand (IMIM019 No Yes WA WA 6 Waymaeuer Ran Baam Oriental Strand Board Ran Board 03/3112019 No Yes WA WA 1 High saerlgt h Corsets Lill 4, 6, 8, wild 12Inch wide lintels 09/11/wIll YSP Yea WA WA board Ran Board aVmhSN Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail i)#17744M side Endbt mm Ymma SaDUM ED9bMLaJ�aM vendd.d Ir Revision 2017 commerdeal Conoeb Products'll Robert Gab THUY H. HUYNH John Hoy Cato"; sbuctural companants (813) 65"707 PEi (352) SOS-5311 6ubCMem: Products Introduced a a Result of Precemibabr�yhoo.com New Technology Comghna Metllod Evaluation Repot from a Florida R09MOW Ardtbd or Lk armed Florida PmMslonal Engineer R117fa4M Pralrrcts Peas 1 al IPMI9 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of2 32w20,E RMe Rot Dab Pending eau Code Entity or adi 20 Data Pendena Otala IIeltlaud alamm )mil A■eal Bulls MW Version Manufacturer Comact FJIaln6er&Llcence Validated B/ Validated Submitted FSC Approval Approved Status 1011412017 101132017 for182o17 1211212017 Approval Revision. 2017 Gulf Coast Supply & Manufacturing, I.I.C. End David Daniel S. Kuhn Locks Bowden P.E. 10/12/2017 10/102017 10/172017 12M22017 Approved Category: Roofing (352)498-0778 PE-75519 (334)300-1800 Subcategory: Metal Roofing Info@gulfocestsuppy.com Compliance Method: Evaluation Report from e Florida Registered Architect or a Licensed Florida Professional Engineer Quality Assurancev Approved for Use Apwoved for Use Impact Ossion Quality Assurance Approved for the Apptmt d for tloo Japers Renton INN Product Model. Numbr or Name Product DeserloNon Contract Expiration Date 1p-y]tjjb Outside HVHZ Resistant P{g,5§ysg AMI Pm&mLNh)&L Ner bwwNa ea Product Description Contract Exolmtion Dab I." Z ROdMde HV Z asue W Psum 1 0.032&qud; Aluminum 5V Comp Min 0.032&qud; 5 V Crimp Aluminum Roof Panel 09122024 No Yes N/A +N/A/ 1 Quality Precool or Corrmerobl Concrete Products Pauat and PnMnMW Concede Lin" O6/2812024 No Yes WA WA we' 15/32&qud; Plywood 108.SPSF 2 0.032&quot Aluminum Gum Lok Min0.032&qud; Aluminum Gulf Lok 16&quot; Wide 04/122024 No Yes NIA +N/A/ 3 1&qud; 24ga. Gulf Snap Roof Panel over 15132&qud; Plywood 1&qud; Gulf Snap 24 Ga. 17&qud; wide Roof Panel over 15/32&quot; Plywood 04/122024 Yes Yes N/A -116.01FSF +N/A/--131.0PS 4 5 1&quoY 24ga. VersaLoc 1&qud; VersaLoc .032&qud; Aluminum 1&quok VersaLoc 24ga 16.5&quo; Wide Roof Panel over I5I32&qua; Plywood 1&duet; VersaLoc min .032&quota Aluminum over 04/122024 04/122024 Yes Yes Yes Yes N/A N/A +NIAI -138.5PSF +NIA/ 1532&qud; Plywood -101.OPSF 6 1.5&quot; 24ga. Guff Snap 1.5&quot; Gulf Snap 24ga. 16&qud; Wide Rod 04/122024 Yes Yes WA +N/A/ Panel over 15n2&qud; Plywood -116.OPSF 7 1.5&quota 24ga. VersaLoc 1.5&qud; VersaLoc min 24ga. 16&qud; wide Roof 041122024 Yes Yes N/A -NIA/ Panel aver 15/32&qud; Plywood -123.5PSF 8 2&qud; 24ga. Megal Min 24 Ga. 2&qud; MegaLoc 18&qud; wide Roof 04/12/2024 No Yes NIA -NIA/ Panel over 15r32&qud; Plywood -108.5PSF 9 24 Ga. Gulf Lok Min 24 Ga. Gulf Lok 16&qud; Wide over 15/32&qud; 04/122024 No Yes NIA +N/AI-96.7PSF Plywood 10 24 Ga. Gulf Seam Mn 24 Ga. Gulf Seem 16&qud; Wide Roof Panel 04/122024 No Yes NIA +N/A/-93.51FSF over 1x4 Wood Punins over 15/32&qud; Plywood 11 24 Ga. Gulf Sae. Min 24 Ga. Gulf Seam, , 3/4&qud; Snap Lock, 04/122024 No Yes N/A +NW 18&qud; Wide Roof Panel war 1532&qud; Plywood -108.5PSF 12 26 Ge. 5V Crimp Mn 26 Ga. 5V Crimp Roof Panel over 1532&qud; 04/12/2024 Yes. Yes NIA -NIA/ Plywood 13 26 Ga. 5V Comp Min 26 Ga. 5V Crimp over 15r32&quote Plywood 04/122024 No Yes NIA +156.5PSF N/A/-131.PSF 14 26 Ga. IVComp Min 26 Ga. 5V Crimp Rod Panel over ix4 Wood 04/122024 No Yes NIA +N/A/ Purlins over 15/32&quot; Plywood -156.5PSF 15 26 Go. Gulf Lok Min 26 Ga. Gulf Lok 16&qud; Wide Roof Panel over 04/122024 Yes Yes NIA +NIA/ 15132&quoL Plywood -161.OPSF 16 26 Ga. Gulf Lok hen 26 Ga, Gulf Lok 16&qud; Wide Rod Panel over 04M22024 No Yes NIA +N/AI-63.SP6F 15/32&quota Plywood 17 26 Ge. GuIfPBR hen 26 Ga. Gulf PBR Rod Panel over 15/32&qud; 04/122024 No Yes N/A +N/Al Plywood -154.7PSF aside Product Motlel. Number or Name 18 26 Ga. Gull 19 26 Ga. Guli 20 26 Ga. Gull 21 26 Ga. Gull 22 26 Ga. Gull 23 26 Ga. Gull 24 26 Ga. Gull 25 29 Go. Gull 26 29 Ga. Gull 27 29 Ga. Gull 26 29 Ga. Gulfift Search Criteria Code Varslon: 2017 Application Type: ALL Category: ALL Application Status: ALL Quality Assurance Entity Contract Expired: ALL Product Description: ALL Approved for use outside KVHZ: ALL Dal Pressure: ALL Date To: ALL Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Product Descruflon Mn 26 Ga. GulfPSR Rod Papal over 10 Wood Purlins over 15/32&quot; Plywood Mn 26 Ga. Gull war 15/32&qud; Plywood Nan 26 Ga. GUMPBR over 1x4 Wood Punins over 15132&quot; Plywood Min 26 Ga. GUlfRib over lx4 Wood Punins wer 15/32&quot; Plywood hen 26 Ga. Gul lb over 15/32&qud; Plywood Min 26 Ga. Gull over 15/32&qud; Plywood Min 26 Ga. GuifRib over ix4 Wood Purlins over 15/32&quot; Plywood Min 29 Ga. GulfRlb over ix4 Wood Punins ever 15/32&qud; Plywood Min 29 Ga. Gull over 16/32&qud; Plywood Min 29 Ga. GuIfRlb over ix4 Wood Purlins war 7/16&qud; O.S.B. Min 29 Ga. GulfRib over7116&quot; O.S.B. FL #: 11651 Product Manufacturer. ALL Subcategory: ALL Compliance Method: ALL Product Model, Number or Name: ALL Approved for use In HVHZ: ALL Impact Resistant; ALL Date From: ALL Page 2 of 2 32&2018 QuaiNAssurare, Approved for Use Approvetlfor Use Impact Deslan Contract Expiration Date In HVHZ Outside HVHZ Resistant Prsssure 04/122024 Yes Yes N/A -NIA/ 04/12/2024 Yes Yes N/A +151.7PSF N/A/ -154.7PSF 04/122024 No Yes N/A +N/A/ -151.7PSF 04/12/2024 No Yes N/A +N/A/ -164.2PSF 04/12/2024 No Yes N/A +N/AI 159.2PSF 04/122024 Yes Yes N/A + N/A/ -159.2PSF 041122024 Yes Yes N/A +N/A/ -164.2PSF 04/122024 No Yes N/A +N/A/ -123.5PSF 04/122024 No Yes N/A +N/AI -146.OPSF 04/122024 No Yes N/A +N/AI -101.DPSF 04/122024 No Yes NIA +N/A/ -116.0PSF Z Z W J Cn c� Cn 7t:f ry O CL CU C O L U r� V / V m cal G Z Z Q J d. SHEET NO. PA 1.3_ I I F I