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HomeMy WebLinkAbout3184 Lytton Hall DrSHP,1.L COMPLY" FLH Ps ,T, Y, A iL1i�lC +fd®Rl, i,BUI�.(�9Nt=: �L� F f��FS ®RAINAM.�-fi pavIlaw rorr- , PLAN ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAO or Rad. Radius ADJ orADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FR DR French Door RECEPT Receptade ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing READ or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BILK or BLK. Block GALV or Galy. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SO FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SO or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community KIWALL or KNWall 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 UNO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.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 W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion Pl. or P.L. Parallam WDW HDR or WDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proofing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Fir. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-8-15 2.0 FRAME —WALK REVISIONS 12-28-17 3.0 2017 FBC UPDATES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. 114 "' 1% 17Z9M 1791 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 ROOF FRAMING PLAN 8 LINTEL DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3M MONO DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. /I r L�� l z N t0 M QCD d N E3 _ M (/)V1Q z � � o LL T Cn Y OW o � � U c0 w T ..Y. .�.i' = :§ tll c x �Q Q sm N �D -+ N M z mm, z y' Y Cti a N[+ ^ z a HLU UM �•� o 00 Q To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. o o w � LL Q C E Q Z g� u O > m Qry ? O a F— —c O g' d O0 O O Z Z C N ° Z ao aZ ¢W Z L fj .•...i' ¢ 2 hU m O� ZF > Z m a oW�Z 0 20 W T U � � a w = yz 13: CD i s �o > d. L M •— r M .-. > O mco t\ � � O o LO r M ~� T- ai tu Z T Ch N M y i o ? Z C E O c JOB NO: 19-5906 SCALE : AS NOTED SHEET NO. S H.B. 11111111 --------R---I---- - - - 4-SH SPADI - W.I.C. M I 00 8'-0" FLAT CLG. CARPET ---------R&S I O' U)V; Lu Ir N W o A S3 TYP @ 1 STORY I OWN R'Sz. SUIT 8'-0" FLAT qLG. CARPE I (4) 2x4 #2 SYP G o STUDS W/USP� S3 HTT4@ BASE M 30'-10" FIBERGLASS SURROOUND 60" X 36" 16" D PA =w E �,W L 0 A rn- I" Z16" I la w 10c 59'-4" -1 20'-8" S3 (:DAO 25-SH 25-SH EGRESS I EGRESS I I I BEDROOM 2 BEDROOM 3 8'-0" FLAT CLG. 1 8'-0" FLAT CLG. CARPET M�� U� C I CARPET I c 00 cD Ile I C) b, BEDROO 4 I 8'-0" FLAT CLQ. j I CARPET 1 V-4" 0 4068 B.F. N hN 8'-34" 3% �(V - - - - - - - R&S ----- oo RA 4GE N IKIT EN 9'- " F AT CLG. N i 9 a23 - _, it 7 SINK 4 DISO! °F ---� �� � D. W. Sao Nil I 1 I --------J H1 O i1 6-0"V-51" 1 G HAS N BOX @ 1 I S3 36' A.F F. - 9'-0" I T-8" 2'-8" 4'-3" 6'-10" T-7" I I ED 2.12 SLOPE 1 . CEILING } � I I 1 o? O U) 10 00 �- ------------------------------------ ---- PATIO LO/ / v co //I FAMILY ROOM ,/ 4'-0" VAULT. CLG. CAFE // / CARPET VAULT. CLG. / I 30'-0" CARPET a N a / OZ LO OZ N0 N� !. S3 / 3O A 0'-4" HALL 9'-4" FLAT CLG CARPET FIBERGLASS SURROUND _ R&S PT. I H OPT. D L H.B. i M.- 10" T-0" 1 '40;1 8'-0" 2668 I N K S3 I C7 I K 2-CAR GARAGE S3 8'-0" FLAT CLG. J EDGE OF SLAB 2" BEYOND WALL DRYER VENT THRU ROOF I 20'-9" 3068 I I OI ENTRY ° i 8'-0" FLAT CLG. L 4'-8" 6-0" iffm 1 40681 B.F. -----R&S-------- 0 G.T. ---- I D I I S3 I I I � I � I I I I I I I I I I I I I I I I L----t ------- I 15, (n = rn u) _ "' O w ..e I I I I I I II O I I OP HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18 X25} S.H. 13 20X38 18 X37 S.H. 14 20 X 50 18 j X 50 S.H. 15 20X63 18JX62} S.H. 16 20X72 184X71} S.H. 1H2 271/4X26 26X25 S.H. 11-13 271/4X38 26x37 S.H. 1 H4 27 4 X 50 j 26 x 50 S.H. 11-15 27jX63 26X621/2 S.H. 11-16 27jX72 26X711/2 S.H. 22 37 j X 26 36 4 X 25 1/2 S.H. 23 37 1 X 38 j 36 4 X 37 3/4 S.H. 24 37 j X 50 j 36 j X 50 S.H. 25 37JX63 364X621/2 S.H. 26 37jX72 364X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 WIDE S.H. 32 54 X 26 52 X 25 4 S.H. 33 54 X 38 j 52 J X 37j S.H. 34 54 X 501 52 4 X 50 S.H. 35 54 X 63 52 } X 624 S.H. 36 54 X 72 52 4 X 714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Ed. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr, per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" OA +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 OD +28.3 / -36.4 OE +26.6 / -28.0 OF +26.6 / -32.2 OG SEE SN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +34.0 / -44.8 WALL LEGEND MASONRY HGT. @ 9'-4" A.F.F. TYP. 2x FRAME WALL INTERIOR BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR LIVING AREA 1817 LIVING TOTAL 1817 GARAGE 427 FRONT ENTRY 32 TOTAL AREA 2276 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED FIRST FLOOR PLAN - Al CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED SCALE: )/4rr=1 r-Orr (GARAGE / LIVING) i i /\ % z N O z z g Q WL,) � o v Cz _LL n a w o }� L w � N C E Ln o � � U m w o g I U $'o u) • �0 Q Sm � N Z I O N O k Z LU J a V` 4111941i%/j W Z �� � E.- LL: - •'• `: J - •. C, EU � • ...... •' ``•per 4 Q .tom To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. O QD Mr0- ZC) E C -o x° a�O i 1'o CV ..+ r wo ax C yU gr) Z 1 W N U O Q s Q Uw �G J O w O za ii F Oo3 C O O .N ^L1 W �> T M .-. > O = 0 ca � c � VJ ■� _j O L0 cM r M M N d z a E O E U Q p cu .j JOB NO: 19-5906 SCALE : AS NOTED SHEET NO. 1.0 MIRROR 9 OWNER'S BATH DW KITCHEN ISLAND BATH 2 HOOD ILI 91 KITCHEN L Cl) -U CV OPT. REF KITCHEN INTERIOR ELEVATIONS. SCALE: 1/2"=l'-O" 0 < (D 4-J LU V) c E V) A 2 E 0 8 -0 < 0 --rw W Uz LU V"Alm u '14 CAI Lr 1+ C& To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. r_ co M- z MC=, zo LL. C6 Fz 13� 0 ' Qry E U CID ro E 0 5-" 0, 00 no 01 Z C> C14 t 0 .0 Z Q) 0 < z N ova 0 z z 50 co 10 1 z < O C) > CY) T— CY) > 0 CIO T- C 0 U') C:' 04 E M (D c) 04 -E :3 co j6 0 z C CU E 10 2 U) E 0 0 10 M a -.1 -- < o-j JOB NO: 19-5906 SCALE AS NOTED SHEET NO. 2.0 I I I I I I I I I III IT 1 11 1 1 1 II 1 1 1 111 1 1 1 1_ 1 _- 1, I I IN,, I - - I t I m I ' I v a r2 LO rn I c� a> c v v t2 M O J to O O) I a� a� aci v z / c O Q O> O i E N E O x v C C J N N EZ f2 wO+ U O UI o i 0 to 0. LZ rn N M 00 _v rn 0 N N 0 in W 0 s low Foo1oaooa - ___ a00000©a , II�II�I�I�I�1 1170 16-0" RIDGE VENT 4'-0" RIDGE VENT 12 �5 T.O.P. _ — y T.O.M. - HDR HGT. ---------------------------------------------------------------------- - -- —IN N o TEXTURED 21-�„ `- o _ CEMENTICIOUS co co FINISH ON C.M.U. CD (TYP.) 25 SH 25 SH F.FL.-------------------------------------------------------------------------------------------------------------------- ---- FRONT ELEVATION - Al SCALE: 1 /4"=V-0" RIGHT ELEVATION - Al General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. 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 SO. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SQ. FT. LJ �I� L ':l U ;U o = M z c z o Q� J C7 o a z � � o ,l TTt VJ `V w o �oa ,L 0 Lu N c N � � o LAj `> , I Q n o N �O zO ylt o0 /z 3. ii u-o �O,u W1��'%� N 3 \\z ,� 3 • CJ - 11, / Sao \ E' `� •'"fill I I O\\ 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:, M �w ¢ z Q LJL a E OU o � w E > m �R �O ❑a H ro ❑❑ o o o z O ru N 2 ~ °dz R wz xw ru - Zz SOY .. iS' mp Zz zw z r)C g ❑ W U 3 NZ oIW as o� FG_ i-� O w u r- �� � V za a �3 C C:)O nL1 W i M .� 7- CM .-. > O C L 0 a N 1..� Al m W C d- r O •� 0) r _J r- CJ N = •-- T� M � ci E m Z r j N co iri c Z z E N O Ecc a 0 � Q o � JOB NO: 19-5906 SCALE : AS NOTED SHEET NO. 3.1 I III I' I I I I I I I I 1.11 1 1111 1111IIIV I No 1111111119 11 , 1 ' _.al 1 I'1 I I_ ' 1 1 1 1 " I I " I'. __- I I I I Ir II' L. J 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. 12 12 R703.7.1 Lath. 5 5 All Lath and lath attachments shall be of corrosion -resistant materials. Attached ASTM C 1063. per 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. T.O.M. 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 HDR HGT. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ,-0„ shall be installed independently such that each layer provides a EXTENDED separate continuous plane and any flashing intended to drain to OVERHANG TO BE the water -resistive barrier is directed between the layers. The CENTERED ON DOOR barriers shall consist of one of the following. TEXTURED 1. Two layers of anwater resistant barrier material in o - CEMENTICIOUS accordance with R703.2.approved -1 FINISH ON C.M.U. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. (TYP.) R703.4 Flashing. Approved corrosion -resistant flashing shall be applied 25 SH 25 SH shingle -fashion in a manner to prevent entry of water into the wall F.FL. 5068 SGD 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% REAR ELEVATION Al but no more than 50% of the required ventilation is provided the upper portion of the space to be ventilated.Upperventilcitors 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. SCALESCALE: 1 /4"-1'-O'r : -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SO. FT. 12 5� -- — — ------------------------------------------ ��It:K F"111�_ 2'-0" 10, TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) 16-0" RIDGE VENT 12 nz��Q� 5 4'-0" RIDGE VENT 12 �5 - - - HEEL 5 iv T.O.M. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- HDR HGT.-- 97 TEXTURED CEMENTICIOUS -1 FINISH ON C.M.U. bo bo r (TYP.) to 35SH-------------------------I---------I—I-----------------------------]—[----F.FL. LEFT ELEVATION - Al 1 /4"=1' I� i L L� J �o z N (O z a a o N z � CD o Cn Y V � a O E C U 00 rn w � 2 E I o ° < 0) C, s� N �O H N <O � yy # zWNza z U) �. I~ J r S o W w c w LU ¢ �� Z VO�,lllll/ LLM 5F.�0 �• V11, R O F E S S\ '��'►rfI111i�1N�� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. C:, o Z LL a E oo® U w? U a� oa wX 00 O� Z- N ro � �o <o ww �W m� z ra c � z y �13 O Zz <Z -r am Zz W O 3 Q3 0LL go a NF w >O c� za a 3 C O O L > M M .-. > O m � c � r O _ L0 T � 2 co o� T ai T M N o z E O V E C a.. V _J a o JOB NO: 19-5906 SCALE : AS NOTED SHEET NO. 3.2 S f 2" 1" CNN iv 2" N 0 : GO 1° VARIES *NOTE: FOAM TO BE USED WHEN REQUIRED BY ^ COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES 2" 2" BUILT W/ STUCCO. EDGE OF OPENING 1'-10" iv 12, CAP 1" RADIUS 3 1/2" RADIUS 1/2" RADIUSONLY - 4 5a" 3/4" RADIUS 1'- 1/2" RADIUS VARIES VARIES �I : .- co _ Ca SIN CAP N '� 1' 1 1 4 0 ih iv 22 2 VARIES VARIES SIN 1 1/2" RADIUS 4 3a1 4" miv � �T� MTV 1„ 1 N � 00 3„ SIN '- 3.. all 4 4 r "�,� to VARIES 12 _1., _1„ 2 2 _ r N M 32" 11" 32" 1-8" 1" 2 1/2" RADIUS BASE � r tD � CD BASE 3" 4 / • AN 1 2 *NOTE: VARIES 8�� 2„ 3„ FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE BUILT W/ STUCCO. — OPENING VARIES 2" 2" EDGE OF OPENING 0 1�=�h 1'-6" _ T 19 24 EM 1-1/2" THICK 1-1/2" THICK M9 ' O N 10 N 21 4 �} I I T 10" � _ N TLa O cD CD _ $IN M 1 2 / CV 2„ 4 3, 2- 14 2" N ow fn w _ M to w _ F ^ch 21' 1-1/2" THICK N '- 2'-4" 52" V-5" 521 IN 00 a 1" 1 4 3 1 N o _ IN 541 � VARIES VARIES �I I I N 22 , . VARIES VARIES 4" N i iv I °° CD 2 C) ��" �ry Q 4 1 � 2 44 Iz KEYSTONE F11 0 OPTIONAL 4" GARAGE DR. OPENING 4" KEYSTONE F1100 c OPTIONAL 3 L3-a 4" WINDOW OPENING 4" 1, ' 4" NOTE: • INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 6" 4" - - CV N cO v R44�•.v 2 VARIES 1 ° NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 3'-8" 4" T-0" 4" 10" 1'-4" 10" 14 1-6a 14 0 12 54" 1'-12' 7�� 5q" iv f2" 00� ' � v � CD N R : N to 7 Rs�• � CV o0 0 r71, 1 " 1" R7p•• 12„ CV� f�7 - 0 1'-1" 1" GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH 1 i t 1 � 2- J J Jr / IL-J 1 LLl J z N o a z Q J M d N N ''znn V LL a--' cn (O w o o Q rir U) E � � o U 00 D7 12 7 CN Q rn m N N /y r �� r =V [z1 W �z a LU W �a3 � 5-1 L O ZyR��s3 mm <' Z Ern Q, —S— LLM � a O W Na ¢ o O U V F 00 W O N _M 00 O 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 seat. CD M Z M z � � � J � Q O �o �� >� aR Q " H @5.zo wO S. Z® 00 U Z o 1= N az 'a o �2 L <o a OY U hm m� ° Z ''<w z U5 aciJ r) a z z Z a`ni i= 8� 5° a �z W U � <o �z �G o wa >° a Co zla r 3 c O 0 ^L1 W > M r O �-. > Q 0 o N Al mco 00 2 O p) r .� O J r M r T ui z T M CV ' M ih o Z E Q �' E c a U � Q p a) JOB NO: 19-5906 SCALE : AS NOTED SHEET NO. F 1 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. INTERSYI BON TERMINATION NEC 14, 250.94-/ 200A INDOOR PANEL CENTER CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. Dpper to lights & outlets Doper to 20 amp ckts copper to WH copper to Dryer 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 DUPLEX OUTLET ABOVE COUNTER {L 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 $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE 1-0 WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS —� TRACK LIGHT FLUORESCENT LIGHT FIXTURE Q EXHAUST FAN �O EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) P9 PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CO CARBON MONOXIDE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) ®2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER ELECTRIC PANEL _i DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN G J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN AD (1) PHONE LINE, (1) DATA PORT VERIFY METER LOCATION MAIN ELECTRICAL PLAN SCALE: %4"=1'-0" \ /1 f z N z a d N V lL Vi y W 0 to = V) U °0 U W �— g o I 0 U ti J.D • �Q Q a N �O N �� � W m Z M N d z f t Z fA Q LU 6-27 s w F�'cw z a W 10Z C N 3 W ZUME °gyp 3 d W NaMe a o 000 U F 00 0 N CM 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. r-- o w M M J i 0 Z Q g a E O E V fo O 6s Z oa FN O 0 a j0 ¢ N ra L o a W w W .,,Z�.. � C _ C o � N V .2 0 mo Ott Z Z Q! to J a ° Q W Z z Z 3 °o< LL� go a ww LLI �. U ' ac �_ X Illllllllli� o JZ w� =0 >o a O <7' z ¢ � 3 C O 0 L M ■� T M .-. > O o tV m c O T 0) .T� J � LO O M C r coo ili E T M N M �; o Z Z E O N E a3 M v c JOB NO: 19-5906 SCALE : AS NOTED SHEET NO. 4.0 0 J N Lz ATTIC VENTILATION CALCULATIONS ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev) required needed required soffit by upper needed ventilators Main 19,000000 2.000000 Floor 2276 2185 312 1092 78 546 561.0 285.0 276.0 (Zone 1) "NOTE" GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN SCALE: %4"=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. 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, -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN, (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. \ i n trt� �j l_1 z N z � z a U) z a Xo VJ y W On O w t/) r:!, �E N o U 00 w w o u.. f —� 0 O c Q y o i14o N N V�1 N O W Z_ � �NaZ� w z a �,.2o w LU CZ ° 30 a?oa83 m �/i g3 ^ Z \� /j �� !`' El .`N`N Q,RC .-,J <: �" t •. r ) e• To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. or M z LJL a E V5 z� O w i >m � k ❑a CID _ X 0 O O OO O°d z N t ar °dp ao w� tt Ws _ z x U 10 z Oz z Qi J> m < Q W z to N > o w a O N W 00F w �o a � c>J zla 3 C O O .N ^L1 W � M M .-. > O m I— T O T � � T •— J o LO r T M � ui E r M CV � M i o Z z N E p (n cc Cc c0 _ a o _° JOB NO: 19-5906 SCALE : AS NOTED SHEET NO. 5.0 In 7'-2" 5'-2" 6'-0" 6'-0" A H.BT S3 I 4'-0" 1. 3'-10" 4'-8" 6 4'-8" 5'-2" 5-10" { j '. '. '. '. '. '. '. '. '. ' 3-1/2" MIN 2500 PSI CONC F- l : j. 1 Ij °' SLAB OVER 6 MIL VISQUEEN VAPOR BARRIER I : ■ \ (3000 PSI CONC. SLAB FOR 0'-01, I , HERNANDO COUNTY ONLY)M. 9 \\ 13-54 CJ 7'-2" CJ { 1 CJ 10 CJ CJ \ 4OP .......... ................. .I Il I _ 0'-0" --------------------------- l r 60 CN —e — .R.:. ■ N I CJ CJ CJ 1 { I °P I S3 1 { ° ' : S3 VERTICALS w/ in FILLED CELL 11g ' JII 0" 23'-112'-14 ,. I 2'-6" G b I: I O I K o v bN ( 2'-6"x2'-6"x1'-0" S3 C J FF _ _ _ SINKwl DISP _ _ l N D.W.I W/ 3-#5 E.W. KITCHEN ISLAND ' o o j • I LOW WALLS 10� 1 C ASE TO • L — — — J I ISLAND ilf •' 1 S3 I I ' J L I' , • 1 [[�; Ili S3 o —� — — —--- �— 9 o CJ ----J CJ CJ CJ o3 I N in I G � I S3 5'-4" 3'-8" 7'-8"2'- OPT. W : -3 1 /2" SLOPE 1 1 37'-52" 21'-24" r 32'-84" 4'-8$ 53 (2) #5 REBAR op o 1/2' I S3 I I PROVIDE 1 �" RECESS "� _ <<.` — .. VERTICALS w/ in ` l FILLED CELL HVAC CHASE \ I W.H. I FOR SGD. REFER TO T BASED ON I. . TYP_ L_ — MASON'S SLOPE FOR 1 LOCATION :: AHU + — — — — — — — — J I WIDTH — — I CJ INDICATES FILLED CELL w/ 3000 L._.1..■ Ate■ ■ ■ ■ ■ CJ N STEPS AS REQUIRED I �0'-0" PSI CONC. GROUT FROM FT. TO 2'-0" 4'-0" PER FIELD I BEAM W/ (1) #5 REBAR VERT I I in 2'-0" 6'-0" 1'-10" 5'-2" T CONDITIONS I ABOVE SLAB TYP @ ALL PLACES SHOWN HOOKED FTG. TOP OF CONC./ PAVER TO BE 4" F: 3 1 /2" SLOPE BELOW FIN. FLR. I v "' : I DOWELS 5" EMBED W/ 25" EXT. PROVIDE %2' x 9" "' ABOVE SLAB "GRADE 40 STEEL" -----—+--------- RECESS FOR FRT. DOOR ---- ----I— ■ ■.................. :................ :....^: ....... ... O ..M ................■ - 7'-1$" 5' 37'-8" (i) •1" 58'-8" L S3 TYP 5'-0" 6'-0" 2'-6" x 2'-6" x 1'-0" W/ (3) #5'S E.W. 15'-0" FOUNDATION PLAN SCALE: %4"=V-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUTx 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" = V-0" • •; •r #5 CONTINUOUS ,�: ' ; ; ::' '•_ REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER ,',; ' '•:, j' '�', ; ; ,:' 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" i L—J V M z � z m z g M a o C13 N _z LL •..�y'�.. 4VJ -J V7 Y (v w g o a w N E �N U C° 8, TE 0 8 = U 0 n o • Q soo v�1 N Z M � C O ..• 4. N �L LU z a W cia= 2 3 z Z 0 m d o Q 3 m yu4— N a m J To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. CO o M z Z Cl)o0 Z F E LL- E�� O zo » Co x0 'a oa 0° °� Z O N ` a z w o a Z w Cn C <o .a o� m� 10'z z F >Z z in cu J m 0 0 < w N o Z O° W� U 'oyLL 3 o< O �° a F CAD 10.1 Zl Cc) 3 C O 0 .y L � M M .-. > O m o LO M T T i oo r M N M rl- o Z z E O N E m c co ELU J Q p J JOB NO: 19-5906 SCALE : AS NOTED SHEET NO. 6.0 UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 - 10d x 1 1/2" HTA20 1615 1585 10 - 10d x 1 1/2" 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 455 320 18 - 8d RT3 610 525 18 - 8d X 1 1/2" 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 1 112" RT16A 1380 1160 9-10d X 1 1/2% 8-10d H HTT4 3610 3105 5/8" ANCH. / 18 10dxl-112 HTT4 2715 5/8" ANCH. 120 10dxl-1/2 J HTT5 4350 3740 518" ANCH. 1 26 10dx1.112" HTT5 3225 518" ANCH.1(28)10dxl-112 K HD3B * 3130 3050 5/8"DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L H 5/8" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 718" ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N LUS96 1165/1070 ** 1005/915 *' 8 - 10d x 3" JUS26 1115/1060** — 8 - 10d P HUS26 1550/3335'* 1335/2820 ** 20 -16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" O HUS28 2000/4220 ** 1720/3125 *' 30 - 16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1 1000 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-1Od x 1-1/2" S MTS16 1000 860 14 - 1Od 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 MGT/MUGT 3140 3140 22 - 1Od 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 "X" 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 685 8 - 10d SP2 1065 605 12 - 1 Od SPT24 1030 12 - 10d 645 5 12-1 OlX 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 RECI'D ON ROOF PITCHES 3/12 & LOWER. LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-M MAXIUM SPACING ON VERTICALS OF (B) TRUSS + +) (B) B) (A) (+ i OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+l- 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. Rt STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS E 1 OR CONT LEDGER �A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NO I E: 5EE SHEE T D-1 FOR ROOF FRAMING DETAILS 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP a@ INT. BEARING U.N.O. SCALE: 14"=1 r-0" 1 J - J LI L� 0 N 8� z f0 z Q 2 N U) z a N U o 1� T U � Q m w H U') c�- E V ur) o —oft 03 � U m w m E UI. U o � � ° r• Q c N �D N O� t0 � ONO 4Q fA _ H N LU z N ° a a v., I�trj�iE� 3 0 0Q _z •'• �`i. � • r, sae. `f 'O � �-'•. �.1-3 • `�� 01 b " G `v .if► ••`•. P' 1. •" Q�0FES J4r E!!t11Ox"'���� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. O CO Cl) a w z M oz � J U- N E a p iv go ym ¢k o �a oa S O oO Oz Z O E N i Qz O ¢o Wz a� C ^ z Oa U E mp z Oz V1 J N m ¢ ° Q w E i W of oLL �U a nw 00 �a �o a O R ila �3 C O O W L co �— s— CM O Q C U o N � m M t\ T O T— r O T 04 LO M 0000 ai E T M N co �' o Z E p ID cc 0- v a o JOB NO: 19-5906 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 e 0 Safe vertical load Safe horizontal load — GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS; CASTE—CRETE, QUALITY, LOTTS 8F441B/1T8F401B/1T 8RF400B/1T 8F321B/1T FORM dt GROUT SOLID Cr (V Q O J O j5 BAR CONT. 8F12-1 B/1 T O 'V' LINTEL DETAIL SCALE = N.T.S. 3 € � F I YF't UtNUNAI IWIN #5REBAR MIN. ATTOP (1) REQ'D ALTERNATE POWERS F = FILLED WITH GROUT /U=UNFILLED R = RECESSED 12" CLEAR STEEL LINTEL a QTY. OF #5 b ° < REBAR @ BOTTOM ° OF LINTEL CAVITY 4 ` .M.U. #5 REBAR AT TOP ° Q W e" ° MIN. (1) REQ'D Q 1-1/2" CLEAR F- J 8F 16- B/1 T Q M " o z e ° ° D tNOMINAL.5 < GROUT �Q Q 4 QUANTITY OF REBAR AT = N rn W WIDTH #5 REBAR AT < O BOTTOM OF aw W 6 � in 4 — TOP LINTEL CAVITY 0 0 0 X J `` nn L L NOMINAL—° OTTOM a ¢ ci o HEIGHT REINFORCING ¢ Q C7 7-5/8"ACTUAL PROVIDED IN Z LL O W i, p [ D 8" NOMINAL WIDTH LINTEL ¢ .' b 3:#5 Cn Lo ¢ 2 m <7L. � REBAR AT BOTTC AS INDICATED (VARIES) ° ° MATERIALS r-16 GAUGE POWERS c precas mtels = 3500 psi. STEEL BOXED LINTEL 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ POWERS STEEL BOXED LINTEL NOTES (ALT.) 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ ONLY IF NOTED ON LINTEL PLAN minimum net area compressive strength = 1900 psi. 1. Refer to manufacturers specifications for installation. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 2. Contractor to provide proper protection of lintel to prevent rusting. 7. 270 low relaxation. Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications 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) �F) OF 5'-10" LL 6'-6" LL (�F O 5'-10" LL F 17'-4" LL D MIN. LINTEL PLAN SCALE: %4"=l'-0" J ,o CD Z N M Z Q d oP1 (nV1 z ty U w W O U � Q OW � � o U W 12 E �..., e Q % o cm S� N N Z gMcsi J - U W w W Q LLF �Z z a c�.oN z bt UJI 7� O F E S 5 i 0����\ �r//�i(llf41lt't1� �\ . 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 co w Zz M J L.L n E O E: u 0 z o w� » <� Z® °a {� Z0 U,° �U Zo E N J a�°Z _ w p 0 <❑ EZ w wE • ro (/) C z y U N °1O ° ZW Z Z 41 J a O a ° 8 Q �z a � W Q �w a NJ co z< r �3 C O 0 CM T CM .-. > O Cco m � O C'4 M LO r ui c0o r M N o W Z :3M y E O Z a E U Q p _J JOB NO: 19-5906 SCALE : AS NOTED SHEET NO. 8.0 --- - - - - -I NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST. 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS ETHAT 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. ED GE OF THE GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM OS EXPOSED GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 1. 2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1. 3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC)13TH EDITION. 1. 1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1. 2. 1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 2. 3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ed. (2017) AND FLORIDA BUILDING CODE 6th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1. 3. 2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1. 5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF 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 WIO LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC WI LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM, 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ed. (2017), AND CONDUCTED BASED ON A140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL+ WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-I-P CONCRETE NOT EXPOSED: 1 y„ GROUT FILLED MASONRY: 4„ 4. 1. 7• WELDED WIRE FABRIC (WWF): ASTM A-185I A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 112"MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm =1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSUTPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv = 285 PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEELERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4,7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ad. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinklersysterns including all risers and spray heads shall not be installed within 1'-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 ball 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 - Concrete overpouf and mortar along the foundation perimeter must be removed be ore extenor sot treatment. 10, FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within 1'4' of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemical barrier must be installed after construction is complete, Including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall 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 T-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" *4' DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%8' 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. , FL L� \ 0 V M r' z N M 00 Z 0 Q J M fl N E31 M R N z X4-J 'jam .- w 2 c U m U o • Q o N N V�1 N t0 � Z � o W z 4 w� ci<=LL0�' z Z ��(�t>�#i��,(���.� 8 LL •■�s ❑ X n Q F,o z `GF ,M FESJtO �e 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. C:,W M i? Z M s J LL_ 0 t io Yrn Z® a E OU cc_ ru wLL ❑a _ ° Z O a 4 °dz <0 pO ° wz w� 9 - o z N8 mO Orr z Zy Cf)N J ¢ " �z W U ° NE a E _� w >O o Cfl v °za a �3 c O 0 .N ^L1 W M ■- r M > 0 �LL m O _ _j ■ 2 O N LO r T' CM o� � E T M N z° z E Q E _ a U _j Q 0 JOB NO : 19-5906 SCALE : AS NOTED SHEET NO. SN 3 n� a v r2 0 N rn 0 rn I a a v r2 0 J 111 M 2. rn c d v v c 0 3 Q rn C) i S. 0 E x `v c c J y tZ 0 U v i .o a 0 x t.Z rn N t2 ado i 0 0 a rn N 0 w 0 N CORNER OF HOME GARAGE SIDE !� w a 0 ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + +� + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 4 + + + + -0" (TYP.) 6'-0" + 6'-0" + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 4 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + io + + + + + + + + + + + + + + + ++ +++ ++++++++ + Or, — 15/32" CDX PLYWOOD OR 7/16" OSB BRIDGE 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 Thickness Filler Block Thickness Series 5000s 1.8/1.7 p nel wood panels wood Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2x _ + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber FILL CELL STD. 90' HOOK BOND BEAM kn wN STD. CONT. #5 > HOOK BAR BAR I #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN Iv SEE PLAN FOR REQ'D j 'III 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 Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) N.T.S. 1/8" min.) Small gap 2" min. Filler blocking = 1/8" gap + i - � 2" max. 4" max. Web Stiffener Fastener Schedule Joist _ BearingLocation �I - " Depth l End Intermediate ♦ / �� _Series 9-1/2 2-8d - BCI 5000s 1 11-7/8 2-8d 2-8d 3-8d - Clinch nails r ✓( - 14" ­ 2-8d 9-102-8d- _ ® 2-8d when possible BCI 6000s11-7/8"' 2-8d _ BCI 6500s® 14 2 8d 3-8d 5-8d J \Y ✓ �7- �16 2 8d '_ 6-8d 1) Support back of web during nailing to prevent damage to . , --- 2-8d 3-8d web -flange connection. - ' -r � O-7/8 BCI 60s _-14" 2-8d2-8 5-8d 2) Block solid between joists for full length of span. Tight fit 16" 2-8d 6-8d 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. _ 11 7/8 13 16d�3-16d _ 4 Place ousts together and nail from each side with 2 rows of 10d nails I °g 2x4/Plywood/OSB web stiffener 2" min. 4" max BCI 90s(l __14 5-16d 5-16d 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite re- Hanquired when Indicated or 16� 6-16d 6-16d — - - - - - OF THE JOIST ASA REQUIRED LEAVING Ys" GAP TOP sides b 6". - Hangers with side nailing. @ Y -Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. N.T.S. - Under 2nd floor column w/ loads higher than 15001h SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate 1/16 details in One 10d box areas=20 of high or--20 sinker 710 11 lateral load. nail each side at bearing. TANK -LESS W/H H C G 000 5'41 `n STUB -OUT FOR O o in GAS METER iV • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS „ X 12 16 O.C. �, - 19 3 4 1 TOENAILS 1 SIMPSON HTS20 OR 6d 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. T-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'4" (3)16d TOENAILS 2" X 12" @ 24" O.C. 154" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block / (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Load bearing walls Provide adequate bearing for each lapped joist. Odnails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) FRI BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : for vertical load transfer Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall orLJ beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing fl 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration.— A 1Y" ROUND HOLE MAYDO NOT CUT HOLES it LARGER THAN 1 6.. BE CUT ANYWHERE IN 6' 6" CANTILEVER Y" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. Jc SIMPSC w/ (22) ' NAILS 1 5/81 THRU BOLT SIMPSC w/ (22) NAILS T R TRUSS 'OP PLATE TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION - MIN. EMBEDMENT SCHEDULEFOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / HETAL20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) I I Nail with 10-10d nails. — Install tight to top flange. SLEEVE THRU STEM ' 1. SEE PLAN FOR °• • . • FOUNDATION INFO d. ° e STEM FOUNDATION Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. gap l4i 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 'rf hanger flange is laterally supported by joist hanger. doesn't meet height r - requirements .r `0.6XJoist �G to depth I -JOISTS BUCKETS N.T.S. GRADE REINF. SEE PLAN j A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON H ETA20 / H ETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. � LOCATION OF SECOND H10A SIMPSON H10A ° ° '° (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HITS INSTALLATION TOP (2) #5's x 4' 0" CENETERED @ PIPE PENETRATION IffiliMaim—,• PLUMBING LINE i-- PVC OR SCH40 SLEEVE - e . ° G °e e i-- SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4' 0"—\ CENETERED @ PIPE PENETRATION A e ° PVC OR SCH40 SLEEVE PLUMBING �LINE r— G ..d L . °°' e 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 �ILNE ° e 4'4 ° e. SEE FND. PLN. SIZE & REINF. J 4 V �t L � c� \ L N z p!p O z z v Q d pi z N = (D o Cn Y L w U 0 w � c N YZV) o COl W E — o g I 6 z. U 0 < • N N Z M=o JW H a W Vag"�h Z 0 244 0 CAN, UM 4 • `\ * Q: U \ �A" ` can F I— ........ rOFESStct0t\�� "fla►lttll� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. o C. '�, M i o Z � Q .- z > O Z <N z® oa wx �l xo jo O E C:)��o i O Q d , ¢w L . p C O z UY U fl, o Z z N J N 3 < ° 2Z W�� U 3 0o wLLz s �w _ o w� >° a O v =< °3 �O 0 >� ^L1 W M ■— r co > O <( C o cv m � �(D vW r � 0 � r LO r 2 Cn N 6 r M N co y ^ o z z cE E O C a- U Q p JOB NO: 19-5906 SCALE : AS NOTED SHEET NO. SN 1 3 v c c 's I'M Q rn CD 0 0) I rn i c „ x M CID J 0 rn 11.0 (D v o, 3 C Q rn N G E 0 LZ v c c J N N 0 U i Z 0 i a 0 N LZ 0 M 00 S a. rn 0 cc 0 W v cn I- - - - - - - -I FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 VARIES / INSULAITI 5/8" OR 1/2" HIGHJ STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL 2x #2 SPF STUDS @16" O.C. W/ (2) 16d TOENAILS T & B V (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s V-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE CV 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES O a GARAGE SLAB AT STEP SCALE: 3/4"=V-0" d d d c d d a ° 7/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 BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR a" GYP. TYPE @ 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 SIMPSON SP2 w/ STUD BELOW TOP PLATE STUD BELOW (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"0/16" PLATE WASHER (TYP.) WALL HGT. < 8'4'. (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"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND (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" INCLUDE THE WALL A.F.F. O.C.) 2x 6 W1.4 x W1.4 ATTACHMENTS 26 x 6 W1.4 x W1.4 c7 31/2"MIN. WWF OR FIBERMESH 1/2" MIN. � WWF OR FIBERMESH ELEV. 4-3 1/2" z � ° A.F.F. p ° b b ° I = III-1 3 1/2"(min.)- 4" _ ° - �13 1/2"(min.)- 4" N 00 31/2"(min.) - 4" I I f=1 I L - TT_1 TI II I I- 1I ICI I I I I I- I I-11 11=I I� I I (2)#SCONT .l 4" 1'4" 8" U.N.O. MIN. TYPICAL BEARING WALL @ STEP an SHEARWALL "SHEAR WALL" SCALE: 3/4"=1'-0" Q�s EE SOFFIT @ 2x STUD SHEAR WALL REQUIRES 2x BLOCKING SEAMS. 2x STUDS @ 16" O/C SHEET LOAD BEARING OR INSULATION PER FBC AND ENERGY 8"x8"X16" KNOCK -OUT EXTERIOR WALL 8 C.M.U. FORM SUBMITTED WITH PERMIT /' 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE SECTION C/S3 FOR BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION SEE CC/S3 OR v LAYERS W/ TOTAL THICKNESS 7/8" OVER SIMPSON SP1 w/ 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 HOOK 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 (IF NO UP LIFT ON @24" O.C. VERT. OR 2x P.T. PLATE 5/8" x 6" EPDXY BOLT OR TYPE "S" MORTAR WALL SEE GGlS3) MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD (6)1/4"x3 1/4" TAPCONS SPACE ANCHOR SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING *SIMPSON SP1 � BOLTS 6" MAX FROM6. FIBERMESH w/ (10) 10d NAILS - WEEP SCREED INSTALLED BAR END OF 2" x PLATE 2x P.T. PLATE :. W ARCHITECTURAL TYP. T PER MFR INSTRUCTIONS FINISH ASSUMED FINISHED 'E #3 OR #4 REINFORCING BAR i7- . _ a_� L T oe 1x2 PT WD FURRING @ 24" O.C.-� ` ` GRADE , o ° z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi _ z M o FINISH GRADE O0 25" MIN. LAP 30"MIN. LAP][GRADE 60 MIN. Fy= 60ksi] a I� I I-111=I I D (1) #5 VERT. IN FILL MONO OR STEMWALL -0 _ [ IJT- 1/2" GYPSUM WALLBOARD -�i CELLS (SEE FOOTING MONO SHOWN p FOUNDATION PLAN FOR CLARITY ° _ _ _ _ 6 MIL VAPOR BARRIER i I I I ° I �L-I I I _ - R 1 7/8„ U.N.O. ° � , ° O0 1=1=111=1 1=III-III 11 11 �I= N z r CO #5 REINFORCING BAR FOR LOCATIONS) =1 I H I I T1 _ I III 31/2"(min.) - 4'. _I- -II � III III II (2) #5 CONT. 4 'r Try I ." I 8 � I U.N.O. MIN. � TYPICAL BEARING WALL @ STEP CC SCALE:3/4"=V-0" � S3 (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3 6 x 6 W1.4 x W1.4 r UNDERLAYMENT FOR ROOF CHAIRS (TYP.) �4 WWF OR FIBERMESH PITCH > 4:12 L - o a° (2) LAYERS TYPE I OR TYPE II ° ° (#15 OR #30) UNDERLAYMENT b FOR ROOF PITCH 4:12 OR LESS. I �I I �I D • I I I (1=t PRE ENGINEERED WOOD 11-I I -I 1 I Ell ° tj TRUSS @ 24" O.C. U.N.O. I =I I I I I I J I I -I I I I HURRICANE ANCHOR @ EACH -1 11 L L I Ijr II TRUSS (SEE UPLIFT SCHED.) W/ 8„ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rG G *EDGE AILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" N1 ELEV. VARIES FOR ADDITIONAL SLAB S3 INFORMATION. UMINUM DRIP ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C N.O. 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. (1) ROW 2x BLOCKING @ MID HGT, FOR WALL HGT. <_ 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) E 6x6W1.4xW1.4 WWF OR FIBERMESH M i ° n _ I = o==I�==1 Pi 1x4 P.T. BASE NAILER ° III=III=1 =III -III- = ? I I I • o =III=T1Tl=1 T #5 LAP SPLICEx (2) #5 CONT. =III -III I I-L I I 4"x4" INSPECTION > ° _ ' PORT AT EACH NOTE: -III-III= I I -III-, I I � . (_ � 1=1 � 1= � III=1 I I=1 I I=1 I !=1 _ 31/4" BASEBOARD *FOR BEARING WALL=III=III=1 I=III=1-' T COMP. SOIL. (COMPACTED TOFILLED CELL TYPICAL _______=195%MODIFIED PROCTOR ASTMMR11 =I�W/ UPLIFT ONLY _ _ _ _ _ - MIN. 2500 PSI CONC. SLAB _ - i- MIN PSI MAY VARY PER TO CUT BLOCK OR POUR- --c� AT GARAGE CONTRACTOR -III- III=III- -III IIII= III -III- l - -1= D1557) -III I I I-111-111=1 I M I 1=1 I I -I 11-I 171 11=1 -III=' 4° 1' 4° =III=1 1.-1 ;IIII III-1-1 1-1 I- MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB w,6xs a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING w1.4xw1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. SLAB INFORMATION. CV ' L 1,00 - Z C,, �r _ - _ ° I 6x6W1.4xW1.4 ° 3 1/2" WWF OR FIBERMESH 6 MIL VAPOR _ > _ - z min.) 4" BARRIER - D .I 1 N ° " ov GRADE COMP. SOIL. ° T (COMPACTED TO 95%- MODIFIED PROCTOR m ASTM D1557) 3" MIN. CLR. ON #5 REBAR (1 STORY) STD. 90 NOOK (SEE U.N.O. O CHAIRS TYP. TYP. 4„ 1'-8" (2 STORY) DETAIL) U TYPICAL WALL SECTION rA SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS �I BLOCK WALL BEYOND 14" , ,D. RECESS -Y z M SEE A/S3 OR J/S6 11 Fes, I I t_1_1r-_ FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. - _ (1) #5 REBAR w/ OPT. I SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS 04 T 0? T t �I !... SEE A/S3 OR J/S6 I ICI I I[r ,II1k FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) 1'-8" (2 ST RY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 01-0 J CONT. BEAD SEALA� 11 a INTERIOR ° a a ° -3 1/2" � CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB � n c _ Cl) 6 MIL VAPOR IR ON 3" CHAS(TYP.) 36" MIN. LAP [36" MIN. LAP] � 10° #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS F WALL W/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.0.) WWF OR FIBERMESH r 10d NAILS TO TRUSS TOP CHORD FOR TRUSS I AT 24" O.C. MAX. CONNECTION INFO rIN ° SEE PLAN FOR & LAYOUT DESIGN M a TOP OF BEAM 14V< " - SEE ROOF PLAN - _ p d° °. (2) HTS20 FOR STRUCTURAL I_I , , I I1I- BEAM SIZE & -� ;, I I I CONNECTION INFO 4 .IIr I I PLATE I 2x4 #2 SYP P.T. FRAMING w/ -I I , I ,-1T1 �I , I'I 7/16•• I MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6� 8, O.S.B. Z ATTACHED PER NAILING FOR REINF. INFO. 0 SCHEDULE OPTION #1 a SEE TYP. WALL SECTION FOR ADDITIONAL COLUMN LOCATION Q w 6x6 P.T. #2 SYP SLAB INFORMATION. � w o w ABU66 SLAB STEP & RECESS S.G.D. rM SCALE:3/4"=V-0" S3 -2X STUDS @ 24" O.C. U.N.O. SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE w/ 1/4"0" TAPCONS MASONRY WALL AND GARAGE COLUMN TO PORCH SILL AT 8" O.C. PAD FOOTING ATTACHMENTS & 18/D1 zz�z_..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. Q ' ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS oo ? GRADE FILLED SOLID (SEE PLAN FOR ' 6 x 6 W1.4 x W1.4 N SIZE AND REINFORCEMENT) C7 =11= a z II WWF OR FIBERMESH M z =III= 1 I III 1 I II II w LLJ l=! ! z ° BRICK PAVERS or SLAB PER p w IIII c�=1 00 -I -_- _ Z a ° COMMUNITY SPECS a _- 1Cn- - - --- -- "' 0-0 FIN. FLR.� BARRIER - ,_I I l i I l i ti l 1=III= I=1 I I-III-1 l i-III i l l ;III=, I -I I -III-III-I I I- ;III„III TH III„III; - 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 �� . ��'a� SE SEE FOUNDATION CONIC. N 11 CONC. PAD INFO. TAPERED COLUMN FRAMING CD12 SCALE: 3/4' = 1'-0' 11= - w =1 -III- =-III !-III=_III,= FOOTING v II IIIIIill�llllllli.11ll ,ll =III BEYOND PAD REINFORCEMENT—/3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 i i i F QN z Q z Q M E3 M z N o LL Cz Vi c w � O ° w N c E �N U 0° w rn U o x c • �0 Q S� N � V�i J yy h . W W §�a o z 7- U) 11W F­Z '..'. M �, Q LU cw Z a �LTj a Z aa,Eliatfl A' 2' v c N 2 LL. 75,� Y� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. CD CD z W o � E �I Q U o wz ¢k z® oa ro O 1 x° a� W Z �0 O� W Z CV t az mo r � y N O Z 6 < W zz < W > Q LL �o �z z aW =S O ¢ O O c0 v o a z< a r O U 3 c O 0 ^L1 W M C:) Q Co � c T � 0 � � T r co T ai r CM N M o Z M Z c E O C a U _j Q p JOB NO: 19-5906 SCALE : AS NOTED SHEET NO. S3 (MONO) t2 0 0 Lo I rn Q �o 'x rn 0 J 0 rn I v i c 3 r Q rn N a E r° E 0 _ t` v i co 0 U O c� A> 0 i 0 15 tz rn N M oo v 0 o a rn O 19 cm W N 12 (TYP) SEE ELEV. ISIMPSON SP2 w/ (12)10d NAILS AT EACH STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE (2) 2x6 OR (2) 2x8 SEE TYPICAL WALL SECTION PLAN PRE-ENGINEERED WOOD PLATE SEE VENT OR 2ND FLOOR 12 TRUSSES @ 24" 0/C 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL (TYPSEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) (2) 2x HEADER TO SIT 3/4" FURRING STRIPS DOUBLE 2"x4" S.P.F. TOP PLATE 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 7/8" STUCCO FINISH PER ASTM C. CONNECTION SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS 926 APPLY LAYERS W/ TOTAL MID FOR CLEAN -OUT @ 8" O.C. OR 4d THICKNESS 7/8" OVER METAL 2x DEAD WOOD @ ❑ LATH. FIRST 2 LAYERS 3/8" THICK S AIL POINT w/ (3)12d DRYWALL NSOLID AREAS ARE SOLID AREAS ARE EACH. 3RD LAYER 1/8" THICK. TONEAILS SPACED MIN. EXTENSION FROM STEEL AND GROUT ❑ STEEL AND GROUT DOUBLE 2x TOP EVENLY EXTERIOR FACE OF BLOCK ❑ ❑ CRICKET AS REQUIRED PLATE WALL IS 1 1/2" MAXIMUM INTERIOR FULL 8x8xl6 BLOCK SIMFI HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL ❑ ❑ ❑ NAIL AT EACH STUD SON SP2 w/ (12 FACE OF BLOCK WALL IS 2 1/4" NAILS 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 SEE TYPICAL WALL SECTION 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/ (3)10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3)1Old NAILS PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 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 TO DRAIN �____/ �- DOOR OPENING DOOR OPENING DOOR OPENING umi-fit ❑ ❑ 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C WALL CLEAN -OUT A EXTERIOR WALL ❑ ❑ ❑ BOUNDARIES 6" O/C EDGES & 8" 0/C FIELD BLOCKING ( ) SCALE: N.T.S. S4 ❑ ❑ 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP 1 ST COARSE 2ND COARSE 3RD COARSE CARRIER/GIRDER TRUSS REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. MASON TO LAY BLOCK AS SHOWN ABOVE, EVERY COARSE MUST BE BONDED TO THE COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT D SCALE: N.T.S. 14� SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD— MOISTURE BARRIER 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED W/ GROUT L MAIN SPAN ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) TYPICAL SECTION THRU WINDOW B SL� KNOCK"OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT ° 8„ STD, 90 HOOK g" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION 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 BLOCKING (TYP.) PROPERLY. ROOF TRUSS O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. UPLIFT CONNECTOR (SEE SCHEDULE) ® OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. MOISTURE BARRIER SCALE: N.T.S. Z—SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. SCALE: N.T.S. G S4 WIDTH OF OPENING VARIES 4„ FORM CONCRETE INSET TO 1/2"X91i2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE J 10 J Q _ W LU \ i 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.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER _ CONNECTION ASSEMBLY .., GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. d ° POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. SFF LO�hi 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90° HOOK IN K.O. BLOCK VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 5/ DIA. x J-BOLTS AT 6-3/4", 41-3/4 , 71 ,AND 96-3/8 ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. SCALE: N.T.S. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 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 K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1' - 4' 0 (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"xl0" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. OO SIMPSON HTT4 TYP. OHO �R U.N.O. SEE N/S4 F��NG ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. S4 3E SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL d dO d 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 . ' 48, SPLICE STAGGERED • N. J G 10d @ 8" O/C O�STA • ' . ATTACH ALL EXTERIOR STUDS W/ (4116d TOENAILS TO YOP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC OVER STUD AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON C SIMPSON SP4 3P2 P.T. ATE SIMPSON SP4 -, a TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL SIMPSON SP2 ..r NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 a NAILED INTO TRANSOM FRAMING TRUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS 'BLOCKING @ EACH END C)w 2x TOP PLATE 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. FSTAGGERED SEE A/S3 FOR FROM BOT. REINF. INFO. PLATE TO CONCRETE 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) ° o ° • HTT4 w/ (18)10d NAILS (3610# SPF) ° o • HTT5 w/ (26)10d NAILS (4670# SPF) ° ° • DTT2Z w/ (8)1 /4" x 1 1/2" SDS (1835# SPF) ° o ° • HDU2-SDS2.5 wl (6)1/4" x 21/2" SDS (2215# SPF) HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (3285# SPF) _ • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (4065# SPF) • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) • HDU11-SDS2.5 w/ (30)1/4" x 21/2" SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT p • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN, 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT HTT / HDU TENSION TIE N SCALE: NTS S4 SIMPSON SP4 �_OVERLAPPING 2X TOP PLATE -10d NAILS @ 6" STAGGERED SIMPSON SP1 SIMPSON SIMPSON J-BOLTS @ 24" O.C. SP4 SP4 MAX 2X P.T. PLATE 2X8 P.T. BOTTOM P TE 5/8"xl0" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) ROOF TRUSS ABOVE f- 2X BLOCKING �(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY • K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. C MASONRY WALL SIMPSON C SP4 10d NAILS @ 4" 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING o o BEYOND. PLYWOOD FASTENED TO TRUSSES / WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM 2X8 P.T. BOTTOM-` D PLATE 5/8"xl0" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. f� o� z N10 z z g Q$ — MIK d N 0 _z VJ � co Y CCS w a V � 0 N c � N o c i °° Oeo ul.. �'o U A • � � Q'T° S� N N �f NaZ� E z Z ?M� oo J QNLL� �U n w LU CA C o N Z o- ' LL. Z Q =�11FFIP/r+gam t9 H . y1�,y< fi a o LU t •••I •. a o � 5• • o 'r•. F �S ❑'q I', Cj .� F �_ . ••o � �'f:1flIII241E�`'� 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 clo M o W Z QQ E Ecc wo Wo® >m oa c `mo uo zo O O CV It a� Wz o oQ wZ uE _ . mo 1z >� j �� 2. c o W �� a U "� a mw z o fW;o o o a �U c O 0 ^L1 W > M T co .-. > C-) LL /C` m CU I� ..� c O 0) T .T� J v- L0 T i M T 04 T ci T Ch CV ? M r\ o Z cc z E O y E a? n. U J Q J JOB NO : 19-5906 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAM1( W/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (2 1 /4"x2 3/4" TITEN TO CMU SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS BACKNAIL w/ 2 16d NAILS SIMPSON H10A w/ 18 TOENAIL W/ (2)16d NAILS SIMPSON H1 OA w/ (18) () ( ) SIMPSON SP4 w/ (6)10d x NAILING SCHEDULE FOR 2"x4" 1Od x 1 12" AT EA. 1 12" AT EA STUD USE BACKNAIL w/ 2 16d NAILS SIMPSON H1OA w/ 18 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. SEE STRUCTURAL NOTES ( () ( ) SHEATHING DETAIL OUTLOOKER OUTLOOKER SP6 FOR 2 6 WALL USE 10 1 12 AT EA @ 24" O.C. NAILING SCHEDULE FOR OUTLOOKER @ 24" O.C. TOP CHORD SHEATHING DETAIL FOR SHEATHING DETAIL BLOCKING FOR FIRST FOUR ROWS OF 45° t 24" MAX. TOP CORD BLOCKING 45°t 2X4 CONT"L" BRACE TOP CORD BLOCKING TRUSSES @ SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2)1 Od 3" FOR FIRST FOUR ROWS EDGES OF 2x4 CROSS BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" 0/C. CMID HEIGHT OF TRUSSES @ EDGES SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF OF SHEATHING TYPICAL TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO „ 48 O.C. EACH JOINT W/ (3) 10d AT LEAST 90% OF WEB @ 8'-0" 0/C. EXTEND AT LEAST 90% OF MAX. & (2)10d TOE NAILS @ 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) J 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROM LEDGER TO ' 7/16" OSB SHEATHING & (2)1Od TOE NAILS @ BLOCKING ATTACHED W/ 1 Od EA. END NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1 OdX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS 10d NAILS 6" O.C. INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ @ EDGES AND 12" O.C. FIELD 2x4 PANEL BLOCKING @ 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FOR THE FIRST (4) FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE ROWS OF TRUSSES FRO @ 48" O.C. 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED EA. END TYP. TOP & MOISTURE BARRIER BOTTOM ATTACHED w/ (2 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. 16d TOENAILS PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 1Odxl 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" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE BACKNAIL W/ (2) 16d NAILS SIMPSON H1OA w/ (18) SP8 FOR 2x8 WALL) SEE STRUCTURAL NOTES OUTLOOKER AND NAILING SCHEDULE 2x4 OUTLOOKER FOR SHEATHIN DETAIL @ 24" O/C 2x4 OUTLOOKER @ 24" TOP CORD 4" MAX. O.C. (OPTIONAL - SEE BLOCKING FOR ELEVATIONS) FIRST FOUR ROWS DOUBLE TOP PLATE OF TRUSSES @ 2x4 CROSS BRACE APPROX. 8" 2"x4" CROSS BRACE 24" MAX. EDGES OF FROM RIDGE EN A FASTENED AT APPROX. 8" FROM SHEATHING TYP. EACH JOINT & 10d RIDGE FASTENED AT "L" BRACE TO EXTEND TOE NAILS @ EA. END EACH JOINT W/ (2) AT LEAST 90% OF WEB 10d & (2)10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2) 16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD (2) 16d NAILS BOTTOM ATTACHED 48" 2x BLOCKING W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH M 2x4 "T" ON TOP OF PANEL SIMPSON HGAIOKT w/ (4)114"xl 1/2" 1Odx3" @ 4" O/C BLOCKING, FASTEN WITH SDS SCREWS TO TRUSS & (4) 1/4"x3" 10dx3" @ 4" 0/C SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12) 10d 2x4 LEDGER MATCH BOTTOM NAILS AT EACH STUD ( DBL. TOP PLATE CHORD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 REFER TO DETAIL J 1 Od x 1 12" AT EA. 2x4 OUTLOOKER r SEE STRUCTURAL OUTLOOKER @ 24" O/C ON SHEET S5 FOR X-BRACING, AND TOP NOTES AND NAILING TOP CORD CHORD BLOCKING N SCHEDULE FOR BLOCKING FOR INFORMATION tO 00 °° SHEATHING DETAIL FIRST FOUR ROWS 1 1 2"x4" CROSS BRACE OF TRUSSES @ WOOD TRUSSES �° 2 1/ APPROX. 8" FROM 24 MAX SDHEATHGES OING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND 2X4 RAT RUN BRACING EACH JOINT W/ (2) AT LEAST 90% OF WEB AT 24" O.C. ON TOP OF 1 1 2 1 1 2 10d & (2) 10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 NAILS @ EA. END GABLE TRUSS TRUSS SPANS ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2)16d NAILS OSB SHEATHING ATTACHED AT EA. TRUSS JOINT (2) 2' x 4" LAMINATIONS W/ (1) ROW (3) 2' x 4 LAMINATIONS W/ (1) ROW (3) 2' x 6 LAMINATIONS W/ (2) ROWS OF FIRST (4) ROWS OF W/ 1Od NAILS @ 6" O.C. u WIRE NAILS OF STAGGERED 30d COMMONSTAGGERED COMMON WIRE NAILS 2x4 BLOCKING 24" OF STAGGERED 10d COMMON WIRE NAILSS GGE 30d CO E ES AND 12 O.C. FIELD @ (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL TRUSSES FROM EA. O/C w/ (2) 16d END TYP. TOP & -r_ JACK TRUSS TOENAILS @ EA. END NOTES: BOTTOM ATTACHED ===z SEE PLAN FOR 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS —CONNECTION MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL 2x4 "T" ON TOP OF PANEL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" 0/C (2) 12d TOENAILS EXT. WALL CONN. @ COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON -LOAD BEARING LOCATION B.U.C., SAME NUMBER OF ROWS, SAME SPACING) D SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS $ SECTION g ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. �S5 2"x4" OUTLOOKER @ 24" - O.C. W/ (2) 10d PER JOINT 11NIMUM 2x I OVERLAP TRUSS BRACING ,ROSS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP 3EE PLAN FOR WOOD TRUSSES OCATIONS) 10dx3" 0/C @ 2"x4" TOENAIL 6" 0/C RUNNERS W/ (2) 16d TYPICAL (2) 16d PER NAILS JOINT L CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL K�J—� 12 6.9 1 MAX. SCALE: N.T.S. ALTERNATE NON -DROP GABLE END DETAIL MINIMUM (2)16d PER JOINT MINIMUM 2x4 TRUSS BRACING rM SCALE: N.T.S. TRUSS BRACING OVERLAP DETAIL 1 GABLE TRUSS .S�l. "L" BRACE W/ 1 Od @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 S5 \-CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. \�, S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C 2 x 4 BLOCKING w/ (2) 1 Od WOOD TRUSSES TOE NAILS AT EACH END @ 124" O/C (TYP) 0 z w BRACING w/ (3)1Old x 3" AT • EACH CONN. @ 24" O/C SIMPSON HGAMI OKTA w/ (4) 1/4"x1 1/2" SDS SCREWS TO MOISTURE BARRIER BLOCKING & (4)1/4"x2 3/4" BOND BEAM TITEN TO CMU ut-- MASONRY WALL 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL L BRACE ATTACHED W/ 1Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.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 J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 n I r CONTINUOUS BOTTOM CHORD BRACING 2X4 MIN. a 4k ire � i !rld ril ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. NON -LOAD BEARING LOCATION CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-O" T-O" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1 Odx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4„xi 1/2"SDS ^ GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 11'-0" MAX. y� 9 O.f 0 CORNERJACK CD Y a U w z x 0 U HIP FRAMING REFERENCE PLAN 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL /TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION p z N S z VI —� W N (D � (Do 1l '1'r T C/7 Y 0 U � 0 w o v m w d 0 8 U 'o C ° MQ Q m 0 so N N to 0 Z � aZ,,7 w a s Im aNLLv° ° u c HLUo a _¢ m r��m 42 U) - HiS►►//LL U1 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. CDC M M N ¢ � Z a E E11111C cu�0 00 o o ,T; �< ao <o � Swz pw z � aQ Nm m0 0z z >Z a`ni _ fl_ o LLa 50 N W W aLL � o G>J w wa >° a �3 za �O O T nL' W CM T CM O o N m C T.� o � 0) T' T— O CO CO 000 - T T 6 M T M C`N :3 o z E O E U d Q p 30B NO: 19-5906 SCALE : AS NOTED SHEET NO. S5 I I _ I I 1 _L I _ t I L I II 1 III 11 m I'M -r 0 Li fill rn c cD 0 t2 O I rn cD v 3 Q O E ~q N E O L 0 c J LZ 0 0 U i 0 i a 0 0 f rn N M rn N W �m v 0 N 1x4 1/2" DRYWALL DOOR JAMB (REFER -1x4 1/2" DRYWALL DOOR JAMB REFERr2X8 1/2" DRYWALL � UNACCEPTABLE INSTALLTION � Or DOOR JAMB (REFER TO PRODUCT P.T. TO PRODUCT TO PRODUCT APPROVAL FOR CON MAX 8" PROPER INSTALLATION DO NOT DO THIS ' 2"x BOT. PLATE W/ (2)1Od @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1 X 4 #5 REBAR (TYP,) 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X 1x4 P.T. 3-1/4" LONG X 3/16"0 FURRING 3/16" 0 X 3" LONG FURRING 2 ROWS 3/16" x 3-1/2FURRING TAPCONS #5 REBAR ` AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCON @ 16" O.C. & @ 16" (TYP,) `STAGGERED BLOCK@ SPACING „ 1 DETAIL 1x8 P.T. FROM EACH END w/ M. O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH 2x PER MANUFACTURE MASONRY THROUGH �� 1-1 /2 DETAIL 1 x8 w/ (2) ROWS 8d NALS 3" DETAIL `5`t'D. STD. 90A ` //-`- 90° HOOK (TYP.) BAND JOIST W/ FACE NAIL 10d @TOP & JOIST TTM CHORD, AND (8) 1 x4 P.T. & 1 x8 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 1x4 P.T. DOOR JAMB (REFER TO PRODUCT 101L:7L METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL EACH END W/ MIN APPROVAL FOR CONN. TO PRODUCT 1x4 7 T LAP SHEATHING TO DOOR JAMB (REFER TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" BOTTOM BAND JOIST TYPICAL APPROVAL FOR CONN. x 3-1/2" TAPCON @ 16" (2) ROWS 3/16 x 3-1 /2 O.C. & 4" FROM EACH 1x4 — J j TAPCON 16" O.C. & @ END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ FURRINGSIMPSON ' +2" NOTC �@ FIRST COURSE HGAMIOKTA 12" O.C. @ 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 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.c. 3-1 /4" DETAIL +5^ NOTCH WEB AT THE ' FIRST 2 COURSES ` INTO K.O. BLOCK 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 A_A UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN. = 1610 # FOR 2 STRAPS ' FILL 1st 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2'-0„ 8„ SOLID W/GROUT ". ir 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 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7)1/4"x21/4" TITEN = 2150 #) 2 x 8 45^ DIAGONAL (4)10d NAILS INTO LEAVE A CUTOUT IN O.S.B. ON THE = n BRACE(S) 2 x 8 BRACE/BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. CONTACT ENGINEER I RECORD FOR OR FURTHER INSTRUCTIONS. - SCRIBE (NOTCH) FACE OF ARCH W/ (3)10d NAILS :• OVERHAN BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAI L :�' .; : '� CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHO ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL NTS INTO ARCH BLKG. PER 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4" TO 1 112" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED W/ 3 #6 X 4'%" WOOD ) ( ) * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3l4" - NO REPAIR REO'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL NAILS @ 8" O.C. ARCH DETAIL 4' MAX. RAD. i USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ XOV TO TRUSS FR TO TRUSS TOP CHORD yqN MIN. 4" EMBEDMENT AT 16" O.C. + <E + yGry 11-011 51-011 SCALE: N.T.S. SS 12 + PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS ° WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED o EMBEDMENT INTO ) PER NAILING SCHEDULE ALL TO SUPPORT ° /4" MAX 2,4„ 8„ TRUSS + SOFFIT p o A #5 BAR D BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 5 12d NAILS SIMPSON ( ) + + 10 CENTERED W/ °D H a °r-INTOP BLKG. & BUCK 2X6 TO 2X4 2X4 SYP ' • ° o 1 X 4 FURRING 8d NAILS EACH TRUSS o Ig KNOCKOUT / 04 -- CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d CONNECTOR °� _ ° 14 - - — 1> PROVIDE 2 x 8 DIAG. BRACE B NAILS AT EA. END PROVIDE 2 MIN. () PROVIDE 2x CONT. W/ (3) • MONO FOOTING =1 ' •p o ° VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SEE LINTEL SIZE AND REINF. PER PLAN _ i AND SECTION DETAILSLEAVE BRACE EXCEEDS 24° \> BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY SCHED. Y ACUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT Z DIRT — TO BE INSTALLED BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL ° ffTANDAKRD c SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION o HOOiv #5 BAR IN 1 TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4%" WOOD FOR OVER HANG FILLED 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") - e BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" o INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. \ ° ^- n. ^- �• �- �. \ ° ^- �' Nk- ANCHOR INTO ARCH BLKG.�. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-B ARCH DETAIL K SECTION @ENTRY L SECTION @ ROOF EXTENSIONrm_"� 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" =1'-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR SIMPSON HTT4 w/ (18) 10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT 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 PER ANCHOR 9 a. PANEL ) OCCURS TOP WITH MIN. 3" EPDXIED w/ SIMPSON "SET" z0 IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 6_0• EPDXY MIN. 6" EMBEDMENT & SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER F.F 3" MIN. EDGE DISTANCE FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP v NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE - ° XP 0 A THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL w a REINFORCING AS FOLLOWS: — a 1 * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT v z #5x6 EMBEDDED INTO * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ ° 3 g EXISTING FOOTING (2) #5x6' IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL ¢ _ Cn N FILLED CELL SMOOTH. DO NO FURROW. _.'' v ° ° DRILL 3/4"x5"MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE o. o `. SET BAR IN EPDXY ; FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP C ° \ G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: ° REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. r o H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS ��a 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 \ ' (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. COVER EA. WAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4 = 1-0 „_ SCALE: 3/4 -1-0' FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. �-D z N S z z Q o U) N o 0 tL 4 N x flu V � - 0 w Lf) c E o M� U m d - T g= o r. U o' Q � o • s N N v�1 N QQ C7 Lac. Z M N Z ItA z R_ j Ov LL r W a a W ZZ3 Z V vrnga O 0 Tb LL By' •m'�• �� R- '.,S E '•J � � F E S S O f fllllllll� 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 co MZ o w o E zo o >m �@ QQ o E U w? �® oa ' xo S O cN o <a a w� � C Z x o ¢ mo 0 Z I J No owo OR U a NW W O J W Q Y a FI r n� cn _< °� 0 O nL, \W •/ 7— .-. > O LL 00 I� TO I M � r T ci T M N CD E z E O d E U 0 Q p JOB NO: 19-5906 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 IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB—,�" 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS 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) 1 Od x 1 1/2" NAILS EACH 7 TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. —� ----LWOOD TRUSS J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS DIAGONAL - AT 8'-0" MAX WOOD TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT Qk OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER PACK PUSSES HIP SIDE OR BOTH IF REQ'D) 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) 1 Od 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) 1 Od COMMON TOENAILS TO TIE BEAM 2X4 CONT. AT—/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING 3 SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( SCALE:NTS iIMPSON HUC410 w/ 6d INTO HEADER & Od INTO BEAM - SEE 2OOF PLAN FOR MOI NFO SEE FLOOR PLAN FOR (2) 2x8 #2 SYP w) 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) 1 Od x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 1 Od NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 44 w/ (2) 1 Od NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 1 Od 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 B SC EDULE/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED CORNER SEE FOUNDATION PLAN FOR MORE INFO 5" COMMON BM. ATTACHMENT SCALE:NTS SCALE: 3/4"=V-0" I r-. BM. SPLICE OVER CENTER OF POST EXTERIOR ATTACHED SCHEDULE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL aC� ENTRY FRONT WALL SCALE:NTS 2x4 #2 SYP NAILER. NAIL TO STUDS w/ (3)16d AT EACH STUD - TOENAIL —ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED w/ (3) 1 Old PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION 1F 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. SIMPSON LUS26 w/ (8) 10d NAILS —/ OR IF 2 PLY TRUSS SIMPSON Z LUS26-2 w/ (8) 16d NAILS TO V1 P 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 dk VARIES T»_ _ 1��--t2-- 2x STUDS @ 16" O.C. ROOF SHEATHING SEE 1/S5 FOR w/ SIMPSON SP1 w/ (10) 10d ATTACHED PER ADDITIONAL SEE PLAN FOR NAILS AT BASE & SIMPSON 8d NAILS AT VALLEY TRUSS 2x4 #2 SPF BRACING @ NAILING SCHEDULE OUTLOOKER 4" O.C. INFO. SP2 w/ (12) 1Od NAILS AT TOP EXTERIR SHE 16" O.C. W/ (4) 12d — _ 4 COMMON TRUSSES. ATTACHEOD ERATHING INFO. y 2x BLOCKING BETWEEN STUDS TOENAILS TO TOP — 4�_ SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON NAILING SCHEDULE TO TRUSS W/ (2) 12d TOENAILS PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS EACH END (BETWEEN TRUSSES STRUCTURAL SHEATHING NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR BOTTOM CHORD PLATE MORE INFO. GABLE S D) NAILS TO EACH VERTICAL ATTACHED PER NAILING SCHEDULE TRUSS LOW ROOFM/ALL STUD) _ SHEATHING ATTACHED VARIES SEE PLAN j PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d VARIES W/gk FOR WALL LOCATION 2x4 BASE PLATE W/ 1/2" PLYWOOD NAILS @ 16 O.C. ALONG W/ ROOF SLOPE -- SIMPSON LSTA30 w/ (22) 10d NAILS OR (2) 16d NAILS TO SIMPSON MTS12 w/ (14) 10d x EACH COMMON 1 1/2" NAILS TO BLOCKING =Ta- SIMPSON MTS12 w/ �� / BELOW @ 16" O.C. WOOD WALL / MIN. 2x4 #2 SPF STUDS @ (14) 1Old x 1 1/2" NAILS TRUSS/ FRAMING OR TRUSS. 2X4 CONT. W/ (2)— TYP TOP & BOTTOM / _ SEE PLAN 16d COMMONS @ / z` ` 16 O.C. W/ EXTERIOR TO FLOOR GIRDER NAILS EACH SHEATHING ATTACHED BELOW 16 O.C. STUD TYP. T&B PER NAILING SCHEDULE & • MASONRY WALL BELOW: SIMPSON PLYWOOD a ,� 3 12d TOENAILS TO � H TA1 w/ 1 d x 1 1/2 NAILS O I SEE PLAN FOR PLATE BELOW - - FLOORING E 6 (9) 0 @ TRUSS OR MASONRY WALL 4'-0" O.C. TO GABLE TRUSS ROOF SYSTEM TOP OF WALL OR BEAM SS PLAN a, • (2 A Od x 10 2 SNALS @ 4 OSON SO C20 l - — s D MIN. 2X4 #2 SYP P.T. PLATE 9L t16 FLOOR SYSTEM FLOOR GIRDER TO GABLE TRUSS 1 W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE p 16" O.C. MAX. �' SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) S H EAR T RAN S F E R INFO. SECTION @ FLOOR FOR CONNECTION MANUF. SPECS FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. EXTERIOR. WALL SECTION ENTRY 8 CONNECTION 22 SECTION AT HIP GABLE 12 SECTION @ BUMP OUT 39 SCALE:NTS SCALE:NTS SCALE:NTS SCALE: NTS SCALE: NTS DETAILS & SECTIONS / Z N M z Q _ J CrJ � N (�I L ! /� (D C r O 11 VCz (n Y 0. Ewa U Q Ow N E �N � � o U E g ! _~ N Q � � �0 s�o N N 6� z Z_ c /�/�dz� Uj 1" 1"a ' _�' z Z 4 -.as ¢g 04 0 0 y c c " 6;a Ern a''3 4 4f - N r) WL . w\�`\`11�►� r/////Jig �) o •, -J (j Coll CC j _ CA �R O F E S S\O �����\` \\ 1%%0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. oz co w Z a ECU F- @ - wz XO U Qs a U0 O o �q z O N � i a� W a o ao w z Z =Y Nm ' 0 o2 z _ to J a <W z a 8 o '0 W T U w a' F k _� � O _ < F � O a co O. a O1: C O 0 ^L W ■> N r M _ Q C o a N 2 -r-- o 0) J o Lf0 r M o� t-- ai M T co CV M o Z z E O Cn E cc a 0 Q o JOB NO: 19-5906 SCALE : AS NOTED SHEET NO. D1 WEATHER 7 RESISITIVE BARRIER TAPE (ASSEMBLED NANDGW 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: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER S DO NO BOTTO. SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING DECK JOIST NOT USED JE BARRIER & 1ARILY SECURE EXTERIOR SHEATHING WOOD FRAME CONSTR. SELF -ADHERED FLASHIN BY LAPPING DOWN ---, OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF J01: UNDER DECKING ED FLASHING (SEE DETAIL WP07) E AM la %SHING Q WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHER O SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING PATCH ,HERED 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►P.�III.[�l7y�J.reT� THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC 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 O SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDEL�= MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED FLASHING SELF -ADHERED FLASHING SCORED RELEASE PAPER \� (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) a SOFFIT/CANTILEVER 0 SELF -ADHERED FLASHING INSIDE CORNER Ground Water Resistant Barrier Lath Sheathing Stucco FOUNDATION WEEP SCREED 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 tS1tSSXS:S`l STRUCTURAL FRAMING "VSTRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB �-SFLATH 'ER STOP A NUOUS BACKER ROD LANT NTITIOUS FINISH 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 G in each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1 /2" to 2" Above Roof Sheathing /r 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 comer will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all S� �rlsl LJLf G = i � z z o J t�I d N M to c ^, - L V f V � a o -E „ , '- N E �N U 0° w rn _� ai ai U 'o u' C N d Q ° S� N � v�i N Z a ED N� Nz a W ci N a E z :9 N LLN W 00 o Do 0 CV 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. co M z o� z ZQ Co 0 �z �aR Q E_ OV �° _® o a F- - _° 5� Z O N d� z W i o <o a z �_ � � � .¢ ..z h m� ro z Z m Q d Q w z 2 3 Q o$d o o_ LU I:m U im o E Imt � 2? w U a0 Millw co F, o�Q °X. � c O 0 .y ^L' W > M ■� T co > O L 0 o N W ItT LO o C-'-4 r ai T M N M M � r` o Z M Z c E O a U Q p � JOB NO : 19-5906 SCALE : AS NOTED SHEET NO. W P SIMPSON Strang -Tie March 20, 2018 Re: Wood Construction Connector Compliance for 2015 International Codes & 2017 Florida Codes To Whom It May Concern Section 2303.5 of the 2015 International Building Code (IBC) and 2017 Florida Building Code (FBC) sWifies that joist hangers shall be tested per ASTM D7147 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 Simlar Devices in October 2016 to incorporate a methodology to evaluate products to the 2015 I -Codes. Simpson Strong -Tie is working on re-evaluating wood construction connector bads 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 201B. The information in this letter is valid until 6/3012018 when d will be re-evaluated by Simpson Strong -Tie. Please visit wnw.stronotie.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. /6P4 Keith Cullum, P.E., LEED AP dwBDW Engineer, Southeast U.S. Branch Page 1 of 1 Simpson Str g Tie Company Inc. 2221 Country Lane McKirmey, TX 75069 Phone: 972.542,0326 fax 072,542.4139 aaongtie.con, At tfBP Gornteetrns s . < U;? + 8tm* tlw pfOdd! ". Product Oral No. EraiuWon Report (eta► Sfmppeon - Stoelrtrto. FiWW*dewldp ProoktOt ApprovW No. EY.OIWN06 Report MSS (Mai A3 FL17244.1 ESR-3455 A23 FL10446.2 ESR-2606 HD210.2 FL17232.3 ESR-3445 HU210.2 FL10856.4 ESR-2549 H D212-2 FL17232.3 ESR-3445 HU212-2 FL10856.4 ESR-2549 HD216 FL17232.3 ESR-3445 HU216 FL10856.5 ESR-2549 HD216-3 FL17232.3 ESR-3445 HU216.3 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 HUB10 FL10856.10 ESR-2549 HD0410 FL17241.7 ESR-3444 HUC0410 FL11468.11 SIM200804 HGA10 FL17699.1 Evaluation Report HGA10KT FL11470.4 SIM200803 HGAM10 FL17699.1 Evaluation Report HGAM10KT FL11470.4 SIM200803 HHCP2 FL17236.7 ESR-3448 HCP2 FL10447.2 ESR-2551 HTA16 FL17680.4 Evaluation Report HETA16 FL11473.5 SIM200802 HTA20.18 FL17680.4 Evaluation Report HETA20 FL11473.5 SIM200802 HTT16 FL17324.2 Evaluation Report HTT16 FL11496.1 ES-0130 HTT45 FL17324.2 Evaluation Report HTT22 FL11496.1 ES-0130 HTW18 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 FL10456.24 ESR-2613 HTW30 FL17244.8 ESR-3455 HTS30 FL10456.26 ESR-2613 HTWM16 FL6223.2 Evaluation Report HTSM16 FL11473.11 SIM200802 HTWM20 FL6223.2 Evaluation Report HTSM20 FL11473.11 SIM200802 HUGT2 F1_6223.3 Evaluation Report HGT2 FL10456.18 ESR-2813 HUGT3 F1_6223.3 Evaluation Report HGT3 FL10456.19 ESR-2613 HUS210.2 FL17232.6 ESR-3445 HUS210.2 FL10856-R4 ESR-2549 HUS212.2 FL17232.6 ESR-3445 HUS212-2 FL10856.11 ESR-2549 HUS26 FL17232.6 ESR-3445 HUS26 FL10856.11 ESR-2549 HUS28 FL17232.6 ESR-3445 HUS28 FL10858.11 ESR-2549 HUS28-2 FL17232.5 ESR-3445 HUS28-2 FL10856.11 ESR-2549 JL24 FL17232.7 ESR3445 LU24 FL10855.103 ESR-2549 JL26 FL17232.7 ESR-3445 LU26 FL10655.104 ESR-2549 JUS21 O2 FL17232.11 ESR-3445 LUS210-2 FL10655.107 ESR-2549 JUS24 FL17232.10 ESR-3445 LUS24 FL10655.109 ESR-2549 JUS26 FL17232.11 ESR-3445 LU S26 FL10655.111 ESR-2549 JUS28-2 FL17232.11 ESR-3445 LUS26-2 FL10655.112 ESR-2549 JUS28 FL17232.11 ESR-3445 LUS28 FL10655.113 ESR-2549 JUS46 FL17232.11 ESR-3445 LUS46 FL10655.118 ESR-2549 KLEG3 FL17241.15 ESR-3444 LEG3 FL10667.71 ESR-2615 KST260 FL17244.15 ESR-3455 MST60 FL10852.7 ESR-2105 LSTA12 FL17244.18 ESR-3455 LSTA12 FL10852.4 ESR-2105 LSTA15 FL17244.18 ESR-3455 LSTA15 FL10852.4 ESR-2105 LSTA18 FL17244.18 ESR-3455 LSTA18 FL10852.4 ESR-2105 LSTA24 FL17244.18 ESR-3455 LSTA24 FL10852.4 ESR-2105 LSTA30 FL17244.18 ESR-3455 LSTA30 FL10852.4 ESR-2105 LSTA36 FL17244.18 ESR-3455 LSTA36 FL10852.5 ESR-2105 LTS19 FL172%2 ER-0200 LTT19 FL11496.3 ER-130 LTS208 FL17219.2 ER-0200 LTT20B FL11496.3 ER-130 LTT131 FL17219.2 ER-0200 LTT)31 FL11496.3 ER-130 LTW12 FL17244.8 ESR-3455 LTS12 FL10456.29 ESR-2613 LUGT2 FL17240.2 ESR-3447 LGT2 FL11470.7 SIM200803 MP3 FL17244.22 ESR-3455 LS30 FL10446.15 ESR-2606 MP34 FL17244.23 ESR-3455 A34 F1.10446.3 ESR-2606 MP4F FL17244.24 ESR-3455 LTP4 FL10446.19 ESR-2606 MP5 FL17244.22 ESR-3455 LS50 FL10446.16 ESR-2606 MPH3516 FL17240,3 ESR-3447 WM1416 FL10667.86 ESR-2615 MSTA12 FL17244.18 ESR-3455 MSTA12 FL10852.8 ESR-2105 MSTA15 FL17244.18 ESR-3455 MSTA15 FL10852.8 ESR-2105 MSTA18 FL17244.18 ESR-3455 MSTA18 FL10852.9 ESR-2105 MSTA24 FL17244.18 ESR-3455 MSTA24 FL10852.9 ESR-2105 MSTA36 FL17244.18 ESR-3455 MSTA36 FL10852.9 ESR-2105 MSTC40 FL17244.26 ESR-3455 MSTC40 FL10852.11 ESR-2105 MSTC52 FL17244.26 ESR-3455 MSTC52 FL10852.11 ESR-2105 MTW12 FL17244.8 ESR-3455 MTS12 FL10456.33 ESR-2613 MTW16 FL17244.8 ESR-3455 MTS15 FL10456.34 ESR-2613 MTW18 FL17244.8 ESR-3455 MTS18 FL10456.35 ESR-2613 MTW20 FL17244.8 ESR-3455 MTS20 FL10456.36 ESR-2613 MUGT15 F1.17240.5 ESR-3447 MGT FL11470.9 SIM200803 NFM35X12 FL578.2 Evaluation Report MBHA3.56/11.25 FL13904.6 ESR-2616 NFM35X16U FL578.3 Evaluation Report MBHA3.56/16 FL13904.6 ESR-2616 PAU44 FL17239.13 ESR-3449 HDU2-SDS2.5 FL10441.4 ESR-2330 PAU66 FL17239.13 ESR-3449 GLTV3.516 FL10667.8 ESR-2615 PHD2A FL17219.3 ER-0200 FGTR FL11473.2 SIM200802 PHXU3516 FL17241.20 ESR-3444 CS16 FL10852.1 ESR-2105 RFUS FL6223.5 Evaluation Report H1 FL10456.5 ESR-2613 RS150 FL17244.27 ESR-3455 H10 FL10456.6 ESR-2613 RT15 FL17236.3 ESR-3448 H10-2 FL10458.7 ESR-2613 RT16-2 F1_17238.2 ESR-3448 H10A FL10456.6 ESR-2613 RT16A FL17236.2 ESR-3448 H3 FL10456.13 ESR-2613 RT3A FL17236.3 ESR-3448 H4 FL10456.14 ESR-2613 RT4 FL17236.3 ESR-3448 H5 FL10456.15 ESR-2613 RT5 FL17236.3 ESR-3448 H2.5 FL10456.11 ESR-2613 RT7 FL17236.3 ESR-3448 H2.5A FL10456.12 ESR-2613 RT7A FL17236.3 ESR-3448 H8 FL11470.3 SIM200803 RT8A FL17236.3 ESR-3448 SP1 FL10458.41 ESR-2613 SPT22 FL17244.30 ESR-3455 SP2 FL10456.42 ESR-2613 SPT24 FL17244.31 ESR-3455 SP4 FL10456.43 ESR-2613 SPT4 FL17244.32 ESR-3455 SP6 FL10456.44 ESR-2613 SPT6 FL17244.32 ESR-3455 SP8 FL10456.45 ESR-2513 SPT8 FL17244.32 ESR-3455 SPH4 FL10458.46 ESR-2613 SPTH4 FL17244.32 ESR-3455 SPH6 FL10456.47 ESR-2613 SPTH6 F1_17244.32 ESR-3455 SPH8 FL10456.48 ESR-2513 SPTH8 FL17244.32 ESR-3455 U24 FL10655.141 ESR-2549 SUH24 FL17232.13 ESR-3445 HHUS28-2 FL1065&3 ESR-2549 THD28 FL17232.16 ESR-3445 HHUS410 FL10855.4 ESR-2549 THD28-2 FL17232.16 ESR-3445 HGUS5.25/12 FL11468.11 SIM200804 THD410 FL17232.16 ESR-3445 HGUS414 FL11468.10 SIM200804 THD412 FL17232.16 ESR-3445 HD08-SDS3 FL10441.1 ESR-2330 THD612 FL17232.16 ESR-3445 MSTAM24 FL11473.19 SIM200802 THOH414 FL17232.17 ESR-3445 MSTAM36 FL11473.19 SIM200802 UGTS3F FL2033.1 Evaluation Report MSTCM40 FL11473.19 SIM200802 UPH08 FL17219.5 ER-0200 HHETA20 FL11473.9 SIM200802 - - - LGT3-SDS2.5 FL11470.7 SIM200803 - - - LGUM26-2 FL11473.12 SIM200802 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 Numbs r(s) Test Pressures 1. EXTERIOR DOORS A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.01-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL2046L6 +67.0/-67.0 pat ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.9 +67 0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.14 +67.0/-67.0 psf ThermaTru Classic -Craft and Benchmark FL15225.1 +67.01.67.0 psf ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 psf ThermaTru FiberClassic, Smoothstar, ClassicCraft, Rustic FL7640.1 +67.0/-67.0 psf B. SLIDING MI Wndows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf PGT Series 5570 FL251.10 C. SECTIONAL Clopay Building Products Residential WndCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psf Clopay Building Products Residential WindCode Doors W5 (16X7) FL15279.53 +30.0/-30.0 psf Clopay Building Products Residential WindCode Doors W8 (8X7) FL15279.85 +38.0/-42.0 psf Clopay Building Products Residential WindCode Doors W6 (16X7) FL15279.102 +37.01-41.0 psf D. METAL LOUVERED DRS Curries Division of AADG, Inc 807,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50,01-55.0 psf PGT Series 5500 FL239.7 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.01-50.0 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 5764 FL15353.2 N/A PGT Series 5500 F1261.1 N/A E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL73192.1 - 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 Underlayment FL12328.8 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 Boral Tile Saxony 9W FL7849.16 - FL7849.20 NIA F. METAL ROOF Gulf Coast Supply & Manufacturing, LLC 0.032" Aluminum Gulf -ok 16" wide roof panel FL11651.2 R3 N/A & SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A & STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES IT W Building Components Alpine Truss Plates F1_1999.1 - FL1999.4 N/A MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL. LSL FL6527.1 - FL5527.5 N/A D. MATERIAL Cast -Crete Corp. High Strength Concrete lintels FL158.1 N/A Commercial Concrete Products, Inc. High Strength Concrete Lintels FLt774 N/A The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) the performance characteristics 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 ^t^'a ^W W Cn U N OCD CL Q- O O .� CU U U CU O cu C O 0 Q O W ICU 0 O E U_ O .' Q IZ 0 ``�^^ 0_ W J U O 13- SHEET NO. PA 1.0, N Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pere 1 of 9 12/12/2018 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page ova 12,122018 Florida DepaMent ofBusiness& ProfessionalRegulation Willing Codes and Standards ProductApproval Applkatlorr D4rtall Page a, 42we Florida DaparprNflt ofiMes Bua& Professional Regulation Building Coder and Standards Product Approval Applkatlon Oahil Peg., a 1 +4m1s to > O //��t�/�\ Q = (D /�� O AO � a..� �^1++ •� ±"� � U) VCU v, O 0 L • L O L O � O 1 e LL ICU '}Ra tF- `y /\ �J '� n/a L -0-0I V J 0 `v co /ai ♦.I •'^ v/ /AA�.�a((( 0 >a ^ L CD- G9JLt EgggLgL gs4 gala Data Pendna gist Inut Ve ien M•^ter ct"r•r Se90i&SI Endmer &Llnme VNidsbd ev i!1)�Mrd submitted FaC Approval 6ggL4&4d tm9u Revision 2017 Therms-Tru Corporation Rick Wright Lyndon F. Schmidt, PE. Ryrl J. King, P.E. 1N752017 O7N22017 10/182017 12/122017 Approved Category: EWet«Doom (479)29&1740 PE43409 (813)767.65M Subcategory: SW,gng Exterior Door Assemblies dckw®rnbldgconsu8sds. Compliance Method: Evaluation Report horn a com Florida Registered Architect or a Licensed Florida egl Professional Engineer FUMMIJU Products DudlN As— Approved fw Use Amrovedfw Use &&rot peegg s,p s Product Modal. Number or Name product Onedalon Goa „! Esd etlpn lob 1. HV Z Outside vltz gy(strunt Pressure 1 a. The-&Tm Flhar-Clad, and Smooth -Star Nominal SWS:8 &quallon•Inpadd,quol; Opaque 12/31/2020 No Yes No N/A Composite Edge Fiberglen Single Dow On ;%corMguxetlon) awns Iu odh- er Nommun uws;ziv;u&quoI;Ncwlmpacipegw i2t3l,2020 No Yes w WA coca EggpLgt 1f�a (L(t Dets P•ndlna p�X I1�. YlOti9II Yanuhctwer SePa&6 Endmx&Llwns• YNldalsd By YalWettg Submitted FSCAeoroval A9erov.a M" Rwakn 2011 Therms-Tru Corporation Rick Wright Lyndon F. Schmidt, P.E. Ryan J. lOrg, P.E. 12/132017 12i132017 12212017 02/132018 Approved Category: Exterior Doom (419)290-1740 PE-43409 (8,3)767-6555 subcategory: Swinging Exterior DOW Assemblies d000aivAlpcomulmnda. Florida anti• Method: Evert or a Repot d Floridaa com Reglderad Architect or a Lkanaed Fl Professional Engineer FLe20481.10 Pmduda Q"lNAaeoranc• Approved fw Use Amrovedfar Use Impact Deal— 912a Product Nodal. Number ovNsme Product Deacdaien Comne! Exd on Deb y, Oub ds l Vl1Z Resistant 1 a. Theram, I m Fiber -Classic and Smooth -Star Nominal 6110 d3 &quotNorHmpsd&qua; Opaque 12/312021 No Yes No WA Composite Edge FlbergMss Settle Dow (Inswmg,OlAsvAng; X configuration) fdo Knew g go 20 �' 20 tam mh0� � � �� Yam Nl� IWAa� Approved � Reviles 2017 Tham►Tru Corporation Rick Vftht National Aaoetllatlan a Ryan J. Khg, P.E. 1220fM17 0912112017 12= 017 Approved Category: Exterior Doom kbw 2 r&tkoc ManMgrmrA Yntllim (813) 787-0555 ; �� E,Oa,br Door Aaaairlblaa � CaaptorMe M~. CedWbmdo Mwk or Ltea1g mart gwooLa M■me Auserchood,mcUse Amomdhyr onion 200 trio ! In KvNZ ammwLk= awmm E,M t a. aquotCled ab•CraN&ptt id a0 and &quotBsmWMrk by SM a0(aq Opaque rid GarF d 6arpleae Dow WMh 12/312021 No yes "a WA T1-TnA*-OC and Without SMekW. lowering and oulaskg Nnm Lift g 20 go �- 'Emdm tar Y� t lam ZMMIKAUW VAase.m imy b&Mwd FBC Ansa� Aggtged Nmlm Revision 2D17 TMm,►Tru Corporation Rlok WAght NMbnal AmeOhtlpri& Ryan J. Kkg, RE 12202017 09212017 /222f2017 Approved CWOarIr'- � (•ri8I288-1� Mtrragartlam kaWla (819) 767-0586 CoepBrw MaWwk CswNaYon Mark or LMWg adn RMWLAmffm Assar—Offi,gr Assume loom halm Let f ftebaLoolumm rdr■gte m81e Kill = gumLum BNbb" tow■ 5 a. &quebSmoot h-81ar&quoC and 8quotBWWMNm by 64 OW a0 OPape and OMod Fiberglass Door well 12131=1 No raa No WA TMrnrTruB,quw; MId wWWA SMeW. BInset aid Oubwlng Composite Edge Fbwgiass Single Dow navel t , X cool 6 f. Therma-Tru Fibor-Clessk and Smodlh-Star Nw "6W9;0 &qualloni-Impecl&grot; Opaque 12/312021 No Yes No WA berg Composite Edge FiDoorss Struts Do g/Ondawing: configuration) 9 I. Therma•Tru Fber-CU.Ic and SmoolhSter Nominal&q 6&X39.8 uotr4an-impad&gta: Glazed 202 d 12r310 No Yes No WA Composite Edge Fiberglass Single Door (Insming04"; X configuration) 9 I. Th.—Tru Fliw-Claslc and Smooth -Star Nominal 68KS9;8 &gUal V l Impad&¢a; GIW*d 12/312021 No Yes No WA Composite Edge Fiberglass Single Dow marl X corm urafian 14 n. TmrmwTm Fib -Classic and Smooth-Str Nominal 6&&59;0 &quciNarl-Impec%quot; Glazed 12/312020 No Yes No WA Composite Edge Fiberglass Single Dow Composite Edge Fiberglas s Sine Doa (InavinglOulswng; X eoMguratl«I) nark, awl : X confl o) Florida Department d BuslrNss & Professional Regulation Page 1 a, Florida Depaltmard of Business & Professional Regulation Pp.1 a 1 Florida Department of &*new & Professional RaOulalion Page I of Iorya rtrnent Professional Regulation Pp•, a, Building Codes and Standards laws Building Codes and Standards IMMIS Building Codes and standards laws BuN18ng Codas and Standards +/Srm,e Product Approval App0c~ Detail Product Approval Application Detail Product Approval Application Detail Product Approval Appikaton Detail RMS22241ke Son■ setllnJx gig Do nhPsdew Nita tam Yfdm llai rmnlm ■aYncitmare mhldid h YMkid Manioc FOC AisesovelAet■wd AN" 1 sob No■rgc 20 slo RdLboa■ go Alas !hole NwNbo o m GOB= smmr[LLmere m mmoom Yataod slaw w FW Aralwl hommm amw atlN 2m0& Bala gob Wm 2MLBEdm ale hoe version sal a sism tonal= imbemllmru m mmmo h me Nmmlma I =Amgned Amrmwa IN" at1i11iF8! wait& 21b no RMLEMM■ No tar memo mwmbom rim srbr[LLmmn Yddlkum Yalilm Ad"W FBC AMM W has are amw ReeMo 1017 N V*Wowa aid Doom Cateeary: Exterior Doan Sit" Exterior DowAaernbNlm eo.porMe MAm: Evaluation ReWd Bane FlprMa Registered Aralaat or a 6loansad FafMe ProMabrW Engimar issint sMe+gor Luis RobeA4 Loma Sawn M. ". PE (717) 386.3900 PE41R514 (7117) 31744M bNMBw@+Nw — 0N13rM17 Owl12017 WSW? 10n02017 Approved Review 2017 N VMndbaw and Doan c.tee•ry. Extsrbr Doom auhCaeeay: Sadkg Exterior DoorAeeaolohn Casp61Ma Want Evaluation ReWd San, a Fbda RepWereO Ahtaasr or a Licensed PbrMte Prohalanw Engimw saw SMnper Luis Robeto Lome Steven M. !rice. PE (717) 365,"W PF49614 (717) 317-MM bsMngwomavd.mm Od13201T C8n 112017 08/15=17 IOMOM17 APpro ved Revision 2017 N VMhdowa and Doom SubCdB Exterior Doors subs. I - esang Exlabr Doorport I maw Report San a Canpiersa Iered A Evaluation or FkRWa Registered ArdheerJ «a Licensed Fbrbe Prob abrW Engineer Brant Srgar Luis Robert Loma Stew. M. Ulkh, PE baeklgaramed.aan OSn32017 06/1112077 08116=17 10mor2017 Appove Reddo 2017 N NBndom and Doom Raped aaan CaaMaerYe Yetnrerk liked or FbMa RepYteredAmnaW a • Licensed FicrWa proiarbnd Engkiser Blanc saw Lull Roberto Low Steven M. Ikkh, PE (717) 3174MN WMnpar4mwd.mm 00/132017 09/112017 owl5wi I WI 2017 Approved FLOISin4m Prodmb NMdkA■Ma Atagrand for UN A Use mrm 91Mm Bflsolai mau 91r r A■nivaid forJba dswaredfor Lift IMW Ones at18232*A.ihaalo gm krdrlrama AmoBedfor ba eorosed I, Use ]MGM gWm 9 audkA lone ArawrdfaeYr AOB■edAwUse loan OWN Let ProductlAodeL Newsletter or likedes EMAWL209ddE 2inkLtaubowimk In11Q2 oubbb AWim Pomp Lac B26OLPALIKU [a Oubkb Nina BONO Etta Let P ego IWOQII oubmtrvm Arhlast PDIfM■ trio assume emaML209dim iJEW*o■sDab beHNZ gVdh Sauna EesM■ 3 SERIES 420 ALUMINUM SW REINFORCED SERIES 420 ALL LM BOO REINFORCED OKO 12/31=8 /469N&quoOW&gnaC No Yea NO WA 4 SERIES 420 ALUMINUM SW REINFORCED REINFORCED OX. 12/31rms SERIESµuotx9W B8M$ X No Year No WA 1 WRIES420AWBW MMBW 1SERIE�4&4 12/312018 NON-REINFORCED No Yoe me WA 2 SERIE5420 AWMMUM SOD N(1X 20 SERIES 42O ALUNaM 800 OX, XO, X12/311a f10144FKIFOR4EO No Ya NO WA Florida Department of Business & Professionsl Regulation Pore, a, Florida Department of Business & Professional Regulation papa 1 a, Florida Department of Business & Professiomi Regulation Peg.1 a, Florida DepaM,arlt of Buskan & Prdeasional Regulation Building Codes and Standards am,a Buildirg Codas and Standards Iffimie Building Codes and Standards 1/mis Building Codes and Standards to rlwe Product Approval Application Detail Product Approval Applkallon Detail Product Approval Application Detail Product Approval Application Detail Cn Bt1 less■ toiler Nit go gitEmdr Pie hoe Ymlm INrlaamor goo" AmmaLLU r mmlimdh xddid Abakd FWAm®al 62wm m show PIS Soda taklgt No no DebPsodm 20 hoe Ymma mombdor rmem Eoabr[Audemse Yatkidh Thtldald a0wkd a10ANDad Amand arm IFLIMISSUM legal IIMlt9t tit Do DabEeaar 21M tar Ymma andiart sdmm EodrrLiratr IWNNI.h Yaldid tl0wkd 9Lhownd hassled them artN im snide s"ksr am non gsmPmar 91b tar Yeah■ ama■ooe Og"m AMdMKAWame mhlWatdh ThlMd LOdLd MANSUM An"mwd Ron Revislo n 2017 cbm Building NOWO Compaq Caeposy: Elderbr Doom Assemblies WNCategayaollaal Eieror Dos : S DaaPllma Method: CortlaeWa, Mark or Listing Mork VVaekaMM "UM Taaag 8aww NA, fiery PNMhter (513) 7704= kb. (513) 5194M �.mm I IrISM17 08f10201T IZVM17 Approved Rw dm 2017 mm &Aft Products Company Caspar: ExteAa Doom SaOCalwIl Seasonal Exterior Door Assembliesbsrinpsr 0, parnoe Method: consolation Mork or Users Wrk Vhgb fOm IrA mk To$" Services NA, Gay PN~ (513) 7M4M ono. (513) 519•SBSa �.mm 1,2MI7 Ow10=17 1200=17 Approved Rethbn 2017 N WlWvem and Doom ClAepoey:FxMbr Doom Oow4Naaa MWw&-Evel 11, Repotlorna Fkwaa Replerend Arcleed or a Uwwd Fbrba Prelallorol ErVkww Seem stamper LW Rabsrt Lams Stevan M. Utdh, PE Mhg S-3900 PE 14 (717) 317-0UM be@lriad.mrrl OB/13FAII 0SWA17 08152017 10flow? Approved Revision 201T 9 PadYo Pot kwulon CoMetarr. Exterior Doss SubCatettay: 816ng Exterior Door Assemblies CaeptaleaMMhoa: CarMlloWori Mork «Listig n Dan Runk AMonni-Deft BCCO - CER Mism-Dada BCCO- VAL ( 11 t C/88)316-2N0 d�.mm 122M017 Il rAW17 12r262017 Approved — ■ Not 37 037 VVa40 PAN-2F151: 84q 84, 7A 715, 1600, 190, 78, 79V, 4RST, 4RSF, NW, SRBF, VISIT, 48, 42, 56, 4W 428, WS, GDSB, GD58V, OW, 605BV, ARSE, AR58V, ED58, EDWV gmdkA■IOOm dilm rammoii&iwloa2lb Safi Pan Ones. 26 ga.) SMlpa-Car (up to90' ' wide) 062120M VAN)COOE84N74; VW Gerpa Door Approved for lb! AparovedlorUm InN10Z 9NOWLt No boom Mi AMbm" ra NO 200 Pa■o a30 p8F1-32 PSF tot Al 063 WS-16 PAN,2F153:in. g84, T3, 76, 1600, 180, 4R3T, 4RSF, 6RST, SRBF, 40, 42, 66, 4es, 428, 55S. GD58, GDSSV, GRSS, GREW AR56, ARSSV, EDIS, EDSSV ghelikAwagat Plod■Omadod n gankmiAwkinaRm SWI Pon (ma. 25 ga.) DonAM4wr (WY toe7 106219028 wide) YNIWCOOE88174; INS Gwepa Door AmmMdfor LIM Addressed for Lift 1, 1NIi Sbstl&hVMi No ra ARM BNNM No Lam Earl■ •30 PSFIJO PSF LO-R 5 SERIES 420ALUM8WM SW REINFORCED 9odkAmoom SERIES 420 ALUMINUM SW REINFORCED XXX iw3irms 143&*Wt%98&Wot Ao�Ur Aa�Om In cisms No mmM was Aeoim Yes, No tad■ Petite WA Itmt 10 8Wd670 (Laps MWae knpa0y kwleAmem PlodmdD@modoffim gmtlasamatlmRO Vey 8Nwanp (ass Door 04114rM211 Aeawed far Use Amtmoslltgtl InIONZ awowLt Ya ]mod NZ &Sam Yes Yes gWm Emma WA (D I O Florida Department of Business & Professional Regulation Page 1 a 2 Florida Doparlinant of Business & Profptbrul Regulation Pape i al Building Codes and Standards vizp18 Florida Deparhnant of Business & Professional Regulation Peg• 1 a, Fbrya DepaMent of Business & PnpfN610na1 Regulation Papa, a, ■ — Building Codes and Standards 192we Product Approval Application Detail Building Codes and Standards Ykh1e Bulling Codes and Standards /4rm,e Product Approval Application DOWI Product Approval Application Detail Product Approval Applcaton DetaN CU Code Emory or am Pam. DebP-din, B&te FLJt1m.1e 112e Version M,,f,9tlrt Correct Endmx & Lleanaa VNdeted av validated Submitted FBC Amrovsl A,-,,d ltma ggde tar ri■m RVVWM 2017 M CURRIES OMMm of AADG, [no casear-Exterior Doors aukCategay:EarbrDow Components CaspnelMe alaaaa: Cedato an Mark or LYg Nilmyr 228 M CMOMIKLLMM ymwd h DedkDew ULLLC Ted Session, PE (641)494.2844 WSI 0"707 daaxtedicaWasOby.m in go sit ywwod liamw 110020/7 1026120/T RoLba tlm We FDCAmrove! Awarded IZVM17 antr Approved Revwon 2017 FLe17NBA2 Products MI Widows and Doors Cdsg.ry:Who— 9ubCNegory:SingleHung com P6anc• Method: Certification Mark or Listing Smell Sitanger American Archfedunl Steven M. Ui PE QM36633W Maml(actumm,Assodalton (717)317-8454 bsSNngeramNd.com OudIDL6e& ,, I VM017 12/132017 Aporovd for Use Awbrovedfw Un 0148/2018 1-1 Approved - ands tar version Revision 2017 Sassalselaw ClopsyBuilding Products Cormaty Category: Exterior Doom SWCaIWW Sectional Exterior Door Awshn0ita caapgrha MAnoM Caakualm Mwk a LMkg Enterer Sa"m soabrrll,lerr Yelgas WrkVYsaarMM I" Too" SWft"NA, GaryPlushw (513)7704= ba (513)5/9.5 IIMIe�11is10a0bpayepn sit go Yridamd lLdrlmd 11I2a2017 0SM02017 29LBONOR tilt FICAMWmd Am0oved 12006=7 air Approved raft tam Ymme Revision 2017 lY■ImBWm Cbpay&AftPnWubacompany Clmnay: EtMrbr Door Sub0alspay: BWbml Exata Do«Asart68a Cpahptaha ideYeea: Careked- Mork or Lkft Takla rimM3 I MwAlkm MarkN/Wer6Nd In1N111tTo$"SendcoeWk GaryPluahW (513)TM4M led (513)51Sam �.mm gas no Ihlidid "ON IIra=17 0SR02D17 gam P®Ilm gas FMAmolal Am®wd 121105=17 stew Approved ■ alp — Fllr1m4t7 Producer; Seat Pratluct Natlel. Number wham• Product Dascilotlon Cemnet Exdntlon Det• 1, HVHZ 2WILUIdyla Resistant Presage Let rgoMMOZE901RL20 A00rowed forSmt Assuaged InWAZ QMMNLI to, NM how N6 HAW" rim Perm 2 105 SH 52xe4 Fin langs Frame ICVSG Single Hung 10109/20,8 NO Yes No ♦60160 sot Emdua Am,,,d*,.Um Automated IsHVZ QWMdLk= Ads NM mrm RNA" gWr P— Let gmlk,Armar BMAOLQkoodom rmolesmiw gnaw Aaameead for Use Anomnd InMVHZ 2*kkk= for _Ide m■d Amid" melon Farm t SIT. 707, 727, 747. OW $47 Sk" and Palm of Doom Flush, G wwd, and Louvered elope aid palm of 12A312026 hollow mad door. Yes Yes ya WA as 008 V449 PAN4F153:73, 75, 84A, 94. 42, 48, 428, 488, 4RST, SM. Goals, GRSS. ARSE, EDSS Stew Pan (Intl. 26 ga) Skga�Car (up to WV velde) 06f21rwa WNDCOOE&a174; VJS Garage Door No Yu No .38 PSF Pil 102 102 W618 PA144IF163: 73, 75, 64A, $4, 42.48, 42a, 485. 4RST, SRST, ODSS, GRSS, ARSE, EON Saw Pen (min. 2590 DaMs•Car (9.7 to 167 a621rAn wide) VOM)CODE&0174; We tape Dow No Ya No a37 PSFA41 PSF Cn IS O Honda Department OT Business & Professionalegu a on Page, V 1 W Florida Dapartinad of Business & Professional Regulation Witting Codes any Standards Pape t a, 1 erm+a Florida Depgodnent of Business & Professional Regulation Buckling Codes and Standards Pega t a, 1r"'Is Florida Department of Business & Profi ssional Regulation Building Codes and Standards Papa l w 1/a2wa Building Codes and Standards Product Approval Application Detail v,v2o,e Product Approval Application Detail Product Approval Application Detail Product Approval Appikation Datall w Sm9e EntlN or Nets, 20 Date p.manp sue B 7�s y�(ga Manufacturer 1121= Endnex &LLE= VNiddetlav v.ueet.e FRC Aoonvsl gggaW �g ICU Sit tag Yew Revision 2017 l NSVndoory: m aid Doom Gregv41 ww m >�0wheory. Fixedb•ri9•rami•d•does CaIPn•+h•e MAMC Defalcation Mark or LMbg !{Olka gn"m EAiNKAL era mildd m arena BONK Anrrican Ardnaeclual Steven M. WIN PE (717) 956 .3300 IYrhulatlwers AaotAatlo (717) 317.8461 gig Nab ywkmg lion" 12/31=17 12/312017 nmYrme ilia fwL maW Anomm 01104=18 M" Approved SM tag Y1tim RevMo 2017 wasidistaxZORMIKAIMM POT kKkOMe Category: VWndowe ahllCateaar1: Ford Caanptorha Mated: G tlaeWLeasingm Mork orLeasingala Knew or VAhbd W Dean Ruan MMn#Dede SCCO-DER ANwr&Do*SCC.O-VAL (941) 458-0700 p88) 9163690 d IWQM gat no pawPmdlm NOW akm� alga 12r.V=17 12OWN17 Nis ADWOVSd 12rt6MI? two Approved gate mm Version Revieson 2017 Saisidealsag PGT tduebla C.te9ary: vhW mil COapaMeaad: Cemmadbn Mark or LMYg ankler gmmM lfnntr -LLMM Yeah Dan Runk MWrWittle 8CC0-CER LOWn Dora BCCO-VAL dfuwnud438-0100 p85) 3/6-2N0 V .mill go fib Y,� Salaam 12rh M17 IZVM17 nmPmae non FMAggppWNI Anwo d IZMBM17 site Approved Revision 2017 FI.t1636iJM Products Ml Wardova and Doors Category: Windows subcategory: Horizontal Slider Compliance Method: Certification or Usting Brand Styling. American Architectural Steven M. Udch, PE (717) 365.3300 MamAactumm Association (717) 317.8454 bsittingetramlMd.eom gga61CALWODt! 0121201B 01432018 Aparovedfw Us, Aoprovdlwuu 01222018 eo9163 Approved O PIMIUSMPladLub a gem! Product Model. Number or Name product De-laian Cpntnel ExdretlonOW in NVHt Outside HVHZ Resistant IElelm - PressOL Ant ProdEd Paa■QIKRWN Son Aommnd far the Anwayadjargswe m1111Q 2MOKLOW BMWs Imam PtrM■ Let bassLangdom IatOa¢ QNWOIOMi m� A■Ma" gatlm Eam■ tot In NINE kaaldaWM lrom Itslo" nMr Gar1n 1 HS 186 Fin and Flange Frame 73x62 Insulated pass 02A W019 No Yes No 4155w55 1 185 pW 73 x 72Insulated Glen 0410=018 No Yee No -OW-80 9 PVV-6620 (Carus Laeea klpect) Vbyl Flood YVIIWow 0e902020 yes Yes, Yes WA 7 SN -Woo (Cage wisae Yhpaeg V" Skga Hung NW- 07r30f= Ya tea Yes WA U O L U Florida d Business & WOTessional Regulation p��g Page 1 a 1 Florida DepaleT,srrt d Business &Processional Regulation Pap.1 a, Florida Departirent d Btpirees & Processiolal Regulation Pp.1 a, Florida Deportment of Business & Professional Regulation Papa, a, ICU Building Codes and Standards Iffloi6 BuNding Codes and Standards Ifilwis Building Codes any Standards 14QO+e BulKng Codes any Standards , a2o1e Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Applkadim Detail W PIS add P11r141i E lade h■ Version Revisisn 2017 kLBMY■■[ TiMnrl►Tru CaporNkn Ces"Iss : Exterior Doom SuOCategay: SwegMp Exterior Door AaeerrAtBss Caapnornae MAIN* Evaluation Row from a Fbta Regiateeed AmJasbt or a LkMwed FbrWa ProheelpW En~ SiR3r go"m LmImKkud Xddd LmL Rick vaunt Lyndon F. Sdwkt P.E. Ryan J. Keg, P.E. (4/9) 2Mi740 PE-43409 (813) 767-0655 d .' as "do" "al s, born non non IOYmid alsakd IVIS2017 10`118MV 9■Prma tie IWAaao al ARRO Md lard ill' 12/122017 ate Approved snide tam Ymmo Romblon 2017 ummusi or N Mildews and Doors coaster.a NMdowe G bCaagwy: Mulliole Coapnorla arsWwk Evaluation Repo loan a Florida RepYtemd An:IhtW a s Licensed Fbria Probational Englow C"llar rm"ra N■mw3lmedr )(almYah Brat stiew LuW R Low, PE Stevan M. Union, PE (7M 3654= PE-02514 (717) 3174454 W Wuge a�,cani nk non gdLbo" INN" stbakd MCA■®wi 101123=17 10/16=17 lorMlM77 go Ar[mwtl 12/122017 am" Approved rode Degg Y nwom PAVWN 2017 FAM4Hi.l� M■aMOlac POT kndalMs �torY •'s t 111 O chic Coe ptanw Method Certification Mad, a Lisag Itll(ar rmsmg Dan Ruwk Mism•Wde WOO -CER Ltx4 Dada BCCO - VAL (g47) 00 Q t dmadrappWndortW.cbm Rik gem Lbakd 1701016rM17 11/1502017 RMLEM UR film FMAmwwl Amend IZIDIA 017 AMR Approved OsOa tar Now= Revision 2017 mmwlmm James Handle Su ifs Products, Inc. FWW0owwtits a MAMA: hiredEvaluo a Repo from a FbfYte Repistemd Am3ieaol «e Warned Fbdtla Pr,%sW Engineer AakLa rda"m LirmLlirm begodh PNpelang Zhu RwmM I.Opens John SWAMWI P.E. -24121 (352) 3a7.2526 dlePkgallergik,I�rrMeher gam No Iddid awomm 01IM M17 g81g/21117 DAkamen non H9Asm5al AMNON 011102111410,17 10110W17 &MR Approved � M Q Z Z Q B FLNSSU.IU lemalld. tot Assawayed for the Approved !a 91WdetiYNi for ■rid ROW" gilm Puew■ aMM4M PjmdawkJ MR gmk(AW■me P"OMtDN*dom o rm auLcols 2na A�m[ne Arrinedfor m InHYM OLdohl11m me ■am Armin ngm PLfrrt Non! 9NkLAmmar EMOML20adOm LRO Ar[wtdfor U, AowwndffiIbt 1,11N2 ■oddLtaNZ long Arnim Oruro Eve■■ 1 11kleora f«M Daara arW VVMxtawe /2VMmgele Alunerorrn Waom 00/282021 ra Yoe ra tea WA AW n.Im.AW■Or Mao Ama>rdffi!m! Aaatsaved ml1N>i fathe ImrM gdmkki Mi Arnim nit Pone 1 a•&quoVbNCWNONgmt,:eotdlrlootlt8ter&gnMl, 68M,11&gnrokkrpsdggwt bleed Fibeglase 17131=1 No Ya Yes, WA 2 5754 WNW AluminunMWon 12/31/2018 No ya Yes WA / CwgAm*LOP SOM ffMr4* map ddkg 12/311M20 yes Yes WA WA SHEET NO. R6guctCrWoC+MYquet or&gl+bt(2rdbCmt Slops Dow -pp' , orOUWAVComlp-6- PA 1.1 Florida DopaftrmM of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Psgs l a l tM ols Florida DepaMletK of Business & Professional Regulation Building Codes and Standards Product Approval Applltlon DMall Pap 1 a+ 11 NIS Florida DaparhTloM of Business & Professional Regulation Builds g Codas and Standards Product Approval Application Detail lawle Florida Building Codes and Standards RegulationINNIS Product Approval Application Detail Poplial > L V L CL L O CL O • v, V }• � /� � 0 0 �t �./ T`vt V V C O O _O Q C O (� O (� ate_ i Co 0 /�/ �— _Q . _ V i }e (n /1 co > Q 9t134224M 2aa l ow or 20 � DOW PW roe R* mm Yea- tima9aha gao&em godwEL Blab YdWrdAt Ysldak/ &imlld awAmm* /somlaa awn R&AMon 2017 Am" ftae &Nag PIad+KL, Irm Ptrp■NMp Zhu Ronald I. opatva Jades soahrd, P.E. 0e2620/7 OBRWJ017 082812017 10/ OW T Approved e•baory: Panel Was (ON) 34a-290 PE44121 (3m 367-nn lobOMIM! MID ea Wtlsd: E«kWbn Repoli flame dilpMM110•> l r Florida WI NWedd:Elsagw or a RO naWFbdtla PlabeablW Ell~ 8d1PAisk aml o(AM Aum Lkm a AWANINAM lased Rawl- Oda! P rid- Sam klaLi Bantle 1mWn 2 PMMUPW* Lap awls eer-ones Alp Y®ns 12airM Y« Y« WA WA B,3i a� galls tam late LleEwroa 21k mm YaN- Meadea m ggmtm loommL Wa YYdamAd Yadmd arldld PBC Amongstl AMMMA ama pev 2017 AN ywdww am Doors Brant eases Lute R Lamp, PE $Nvea M. Uroh, PE 1012YM17 10,162017 104262017 12122017 Apprevad cabaary: WbOows (717) 90&= PE-M14 p17) 317-8464 smeargrr: MA" MllNpaf:rMvd.oam CoapaaMe NMSad: EwtMtlen Repot torn a Fbrlds RWMKM Anders a a Uean«d Fledds Probaslmat Enpkwa BZ A JIa A RM hmm aeelm LOA Sot Dab aIORY alsa� Bakke Lhanm 2 6764 VeNaY Aluminum Mahn 12131=8 NO Y« Yea WA BaM 4til Sale laaLa Rift fade 29LEudm Rae PM Yeah. tlemdm saarl goduKA MM Yaland is YaMad auhnow FMAaamul AM®" suss WvlYon 2017 POT MWu• in Dean Rurk MWrwWdo WOO - CER MW *Deft SCCO - VAL 12I0=17 11/162017 121OWM7 Approved $WNCab : Mu *uwk pgwA (788) 316• 0 Cow*anoe'Mlaate �.Oa+n Caarparlas IlMnog: CetarAYorn Mark a LYeg ahYotAlnara MrsaWmLha! AMMWImIa! 1a11n gales A LBl Sate.eatM�laWft lnll$!Z 4uWdelBlli erwat PnMhn 1 Williams fail Doors wtedeaM Abmk■an Muaar a62eQ02/ Y« Yea Y« NIA 1IN21124M 216 lakLa gilt Iklt 2dLbodm gars mm Yam- mmmum an glans E01lnmAUMMe lalMetdAd laLMd &WHOM LOaeMmra Ammxla PAVMM 2017 Jam« Narole Building Products. but, PYpM•nt Zhu Ronald 1. Osawa Jam Southard, P.E. OWS2017 O&OM17 0SM 2017 101102017 Approved C•wya►: PanSYWb pw9owv2hL4 PE-24121 (362) 387-2628 Oa MWoo* placom �Nh�reMlw Compftm Fonda Registered Arches a a Licensed FNrih dte.com Roftw 0IW Engllleef Btll Aaomm2t[!ftt A22M MAbLUE later R00 LEl Product SgokmtE6�Aat InHVNi OLOWDH M lialiew PJ1Mm 1 Camplerk Lap Skft f *POWrrd NP UdNe 12/31MM Y« Y« WA WA Florida DeparhmM of Business & Professional Regulation Building Codes and Standards Paw 1 a+ INNIS Florida Department of Business & Professional Regulation Balding Codes and Standards Pad■, a 1 1/12016 Florida DepeMlent of Business & Professional Regulation eg Building Codes and Standards Papa, d, INNIS of Business &Professional Reputation Building Codes and Standards Pup, a+ ,ano,e Product Approval Application Detail Product Approval Application Detail Product Approval Application Detali Product Approval Application Daftall RA13192M Sate B1111 Mesas 211ftia0ea Eno, ar g-ftn OookemalfteMl ydil% A( gat Rae Ysldkd fairkd 21011mvm lark EMammal Ag®W Wet PM82f24t2 Red! BM rim- IkmtrAlra 290 MA eaakemiLlrar lfdabdk talk Rae blow Admftd Dab Pw kw 21M EWLAmMal AsKoW sash RIMM"om lid! BME Yemen mmoom JkYko[ gmka EMkrclLkaor Yalddltk gale 101 Yawned OWmM g1MPfnmo gat EWLAo mat Amm ad awn Bf C"244M !fta mm Yamm limes lallrat Sartrd Borrr112Maa laldmdk gat Rae iwiiad faialkd DeY.EaAao gilt P=Ammid AmmW AMa RWIWW W17 Jrrw Name &"V PmNrb. bo. Quarter. Pawl Wan srbcargay! Sldkg PYgMwIg Zhu Ronald I. Cpaw■ John So~, P.E. (909) 340-2t27 PE-24/21 CM2) 367.2U$ pkp■Iw g�hnu�h wMar 0826r1M7 011MO92017 08R82017 1 W1B20i7 Approved Revwbn 2017 AMU category: PrW Wok $L*Cabgay: Sa b Nick Thornp um Lyndon F. Sdadks, P.E. Ryan J. Keg, P.E. (330) t22-2360 PE43400 (613) 7671666 ngpnpaonteaholde.com IOM42DIT 1093r2017 10/112017 12(122o17 Approved PAV WW 2017 Alamo cabomy:&UQ Panty Wan armcategory: Soak Nick Thompson Lyndm F. Saerea. RE Ryan J. Kbg, P.E. n33o) 922-23M PE43409 (613) 7s741666 rntlronpeorrQ•lalda.avm 101 42017 W03/2017 10111/2017 12/1202017 Approved PAVWM 2017 OAF $UbC a g Rooag RsbCatagayt AsplMa shkgNa Mkt" 8nh Robart NWmkwn John W. Kneaswich, PE (000) 7663411 PE -Mee (96q m41224 matlanrgavan 0972T2017 Or202017 a91282017 12/122017 Approved CaopaMs• MsNad: Ewkr6on Rapat ham a Mclean Co•paame -- I EvOjMon Reportfrom a caopaarroa Waraox Evaluation Report fan a C•mPlte Evak ROW sin s WW LU FhOr10a Rspetend Atarba a a Lbnsed Florlda Fbrlda RepWewd ArdMtaM a a LlCeaeed FbmM Fonda Ragtebne0 Ataatea a a Licensed Forma A: of a Florida RapNWetl AmlNea a a Llceaesd Fonda O$ sm*Sd PlolaebnY engbau Pmbo@WW Ell~ PmbmWo W Enchant Pmfameww E,oke FIA21ISMPaducb hkal gmdkAve PfadLmt D000rlodm SaaOaCWrlkagdk ADMWMfocga AllmWlmlk! ftlOQli kna Balral alam 17ama BConaBLEaiw1 lla0 9um10lAahlamt Product Doododw AmmWfor La Alomadfar Use lmm Resistant RMka tumM aeiuz uftomm Am gmeNtAmonmo Mao AmatWk[YM Amoand hlBQ& laatidtlBttli for Use lama Roilim Rolm 12awm BtltlA Loll pmdk"No" gnOLAetlnoM an AmmWfor Use Am,-dfwU Dab ftJBRJiOulokb a hum HVHZ Mukha Rahn Fuses 2 hlardlaPir2t Lap Slang abr<mwM Alp sw t 12/312020 Yea Yea WA NM 1 a. 8giot2Tdquot 8or vent or Sam VkrN Soo 12/31/2020 No Yea NO WA 2 It. &Vuorylana T4&Wot Soft Vent or Seat VkW $oat 12/312020 No Yea No WA / OAF AO W Roof Shness FRrgWn all to 3-6b, lannbale0. Sib wa 102020t6 hpmmgs «plat slu gM No Yea WA WA Florida Department of Business & Professional Regulation P.w+a, Buldi Codes and Standards aR INNIS Building Florida Department of Business & Professional RegulationBusiness Bum Codes and Standards INNIS n9 & eg P.w, a, Florida g Codes and Stahl Regulation INNIS �g of Business &Professional Reputation Pepe+a, Building Codes and Standards ,armte Product Approval Application Datall Product Approval Application DOWI Product Approval Appliction Detail Product Approval Application Detall gd123214tt Lea Ymlm lltllraQ aft at Lama xndmKALWo1l 21k gag AW den 29L WAM 21M f!&Amatal AMmnd a & Side lhmn HOAM09K ErmbW gooftm ANdUK LM= Ylldmmm 20 Raft YMdad siaWd RrLbndm Pat MCAMMW Anw W was L Sadt no last- SWA&MMt gabs[ Lnkr Imkaaaimm Vadobd0( gag gat Ydow lull Y ➢oM.pa gee ffisAmmul Ammed Leda 1311M&M gets lYla Ysm- Ymdlmhn enter or good lmdUKALMM1 YdisoLAd has Rae Yalftftd AOBW Rot bmffi 21M PWAMmal AMa1W Awn Cn WVOW 2017 TAWO B Aft ProdnWs, Inc Category: Rsohg sax booty! Undrhgnw dB Kati Edw Zschary R. PrIed Lode Bowden (417) $2440" PE-74021 (334)300.1800 kerrLedenrtem o.com IDMOM17 1000=17 10rdOW7 12H22017 Approved Re WIM 2017 LV. Thompson, be tlDs Thompson ArddeUuW Motels Company (TAMCO) C•tegay: Roo" Tony CM~ Zachary R. PrW Locks Bowden (813) 24SJ466 PE-74021 (334) 300-1000 blycmomet oo".oOm loma2017 10n02017 10M72017 12/122017 Approved RaA skm W17 LV. Thonpem, Ina me Thompson ARAnW W MaMb Cmnparry (TAMOO) catagaaY: Rooag Tory CN*WM zw" R Pent Loots Bowdon (813) 246340 PE-74M (33A 30D.18M ea+yeearMlakadYq•aom 10/1012017 101102017 10/172017 12/12f2017 Approved Rovislon 2017 L.V. Thompson, lnn oh• Tharplam AmdMhatbW Metals Company (rAMCO) Cabpry: ROoag Tarry ctemmm Zed" R Priest Lori• Sawdo (813) 2483466 PE-74MI (334) 300-iWO .00m WOW? 10M02017 10n72017 12/122017 Approved Cwbaen« Mod": EgYWbn PAW dram a FRegkWod Anhied a a Licensed Flcrlda PtOIaMbIW Elrgk+esr SubCab M: RaaNg Aoa«earW SW M m tebgwl pwt ant Roabg Sygsm Co■parw Ilsllrod: EvaarYlwr Repom fan a I . gP W Part of ala RADON m tint„n SyFlotilla Camparw Measd: Evaluation Restart fan e eubhbOarY: Raaarg AoarsorNs tllat an an Me lvan Roaring Sy WA W Pat of • m � MgNtend Architect a a Licensed Fbdda FbMs Registered AmAbea or a I-lawa ad Florida Florkbo Ragebw0 Archbold a a Lksmed Filtrate sain PmkosiwW ErpMor Pmbubnei Ell~ ProNabrW Engineer a1dkArinaa Amffn&bLlat AmmmdJz u h mN gotten amingaLBMMMrLsfms4ti Ptod.0B 8 6 Na16UL AsphskPied.QMdaWo Saaaml712019 AephasaWratedagaMeM O7N7/2079 at hamtta Yea Br A YOU, WA EmMeaAnotwed WA Lao gmdkA� Cl dom gSWMdXUklMlageft for thea halm 2MMMLH U- imoM l>Z arM1m ROI- Pmala Amf PmintarpdWo g lumLemwAno Assaulted for AMMsfdiLRa l IS Will! 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SMlc root VrndlMa weu bMN 0909/P028 Yea Yea K/A WA 2 TAMCO Oooeanack Vent 26 pi. 0901102026 No Yea WA W/-62.6 3 TAMCO OMRidge Roe Vent war Boas 20 got stok roe Wnaabr won ►*Wdbd bath 09i09112M Yea Y« WA NIA O Florida Department of Business & Professional Regulation Papa i of Florida Depar4tNnt of Business & Professional Regulation Buldl Codes and Standards nR Pala / a i INNIS Florida Depaymnt of Business & Pmkuionel Regulation Building Codes and Standards Paw 1 a 1 INNIS Building Codes and Standards Product Approval Application Detail nrzD,e Florlds D"wUn d of Business & Professional R Building Coda and Standards P«.1at 1a2ow o Product Approval Application Detail l APP Product Approval Application Detail Product Approval Application Detail CIO It I CutsFOC wroyalond- g&tk S E-Inaft eL R�• _gosubmitted 11fa YlLagD Manufacturer i Ernln«r 8 Ucansa Validated By Y r gg F6C Approval ficlorovid a(yg Bt>lftlkL FLMU@4tl B� Lod! list vows, ummkWnt Raw ar SOW BoairkALi ydwl m Rae Rice mosiod Aiaw Rr1EUMMO Rae am Am MA Aomm awn Sells mm Yamm vmvAkalm soft or L-km PadorCallrM! 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Bernardo, P.E Troy Bishop, P.E. 04202018 10202017 042M018 06/122M8 Approved Cats9dy: Shutters (561) 712-9632 PE-0048549 (954) 947-0880 Subcategory: Storm Panels mikeb@allamem,anshutte Compliance Method: Evaluation Report from a re coon Fulda Registered Architect ora Licensed Florida Professional Engineer e Aowovedfor Use Amrovedfor Use Its jjgm 1198 ProdM Model. Number or Name Product DesMdlon Contract EXdrotim Data In HVHZ Outside HVHZ Resistant $q¢fy(Q 1 2490 Galvanized Steel Scan Panels 24g. 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Kuhn cewwrl•$kU*ww Covo=Wb (813)86"707 PE-WI22 (sim 5a8.5311 Category: Roofing (352)498-0778 PE-75519 enbceraaeQ': Presets InUauosd Be s RNUl of plain BrbCat gory: Metal Roofing Infoaguilccastsuppty oom New Tectawtepy Compliance Method: Evaluation Report from a r.earpamee dead Evaluation Repeal hen a Florida Registered Aronaect or a Licenxd Flonde Florida Reanared Maned or a L =*W Fkrids Professional Engineer PmorksbrW Engler FLY7185I4e3 Produces;. Apologies set.A! Aareared for Lin Mu1m 2WE Lassa Product Model, Number or Name Product Dsseriollon Lon! PMAWLAlf�. bob In HYM AMmmirdo Bohm Emma 1 0.032&qud; Aluminum 5V Crimp Mn 0.032&qud; 5 V Crump Aluminum Roof Panel preceM 1 = a CaroMroW aMrka Products C Pf*=m and IKON d CteorMa LW"No OW28/2024 Yes WA WA war 15/328,qud; Plywood 2 0.032&qud; Aluminum Gulf Los Mn 0.032&qud: Aluminum Gulf Lok 16&qud; Wide 3 1&qud; 24ga. Gulf Snap Roof Panel over 15M&qud; Plywood 1&quot; Gulf Snap 24 Ga. 17&qud: wide Roof Panel over 15/32&qud; Plywood 4 1&qud; 24gs. Vers.Loc 1&qud; Vies.Loc 24ga 18.5&qud; Wide Roof Panel 5 1&qud; Versel-m 032&qud; Aluminum over 15/32&qud: Plywood 1&qud; Varsal-m min 032&quot; Aluminum over 15/32&quof; Plywood 6 1.5&qud: 24ga. Gulf Snap 1.Mqud; Gulf Sap 24ga. 16&quol; Wide Roof Panel over 15/J2&qud; Plywood 7 1.5&qud; 24ga. VersaLoc 1.5&quot; Versal-= min 24ga. 16&qud: wide Roof Panel over 15/32&qud: Plywood 8 2&qud; 24ga. MegaLm Mn 24 Ga- 2&qud; Megal-w 18&qud; wide Roof Panel over 15/32&qud: Plywood 9 24 Ga. Gulf Lk Nin 24 Ga. Gulf Lot 16&qud; Wide wer 15/32&qud: Plywood 10 24 Ga. Gulf Seam Mn 24 Ga. Gulf Seam 168qud: Wide Roof Panel war lx4 Wood Purns over 15/32&qud; Plywood 11 24 Go. Gulf Seam Mn 24 Go. Gulf Seam, 1 3/4&qud; Sup Lock, 18&qud; Wide Roof Panel over 15/32&qud: Plywood 12 26 Ga. 5V Crimp Mn 26 Ga. 5V Crimp Roof Panel over 15/32&qud: Plywood 13 26 Gas 5V Crimp Mn 26 Ga. 5V Crimp over 15/32&quot: Plywood 14 26 Ga, 5V Crimp Mn 26 Ga. 5V Crimp Rod Panel over lx4 Wood Purlins over 15628,qud; Plywood 15 26 Go. Gulf Lok Mn 26 Ga. Gulf Lok 1 Mqud; Wide Rod Panel over 15/32&qud; Plywood 16 26 Ga. Gulf Lok Mn 26 Ga. Gulf Lok 16&qud; Wide Roof Pend over 15/32&qucL Plywood 17 26 Ga. GulfPBR hen 26 Ga. Gulf PBR Roof Panel over 15/32&qud; Plywood Lxke Bowden P.E. (334)300-1800 Page 1 of 2 Mangle 291 Ant Date Portofino =2 Validated Submitted F11C Amroval Approved 10112M17 10/102017 IOM70017 12112/2017 Ayprwed Quells A22EAM Contract Elalratlon oats 04/122024 Aooroved for Use In KVKZ No AOoroved I" Use Outside HVNZ Yes pia Resistant N/A Deal - Page +N/A/ 108.SPSF 04/122024 No Yes NIA ` NIA/ -1I&OPSF 04/122024 Yes Yes N/A +NW-131.OPS 04/122024 Yes Yes N/A +N/A/ -138.5PSF 04/122024 Yes Yes N/A +NW -101.OPSF 04/122024 Yes Yes N/A +N/A/ -116.OPSF 04/122024 Yes Yes NIA +N/AI -1235PSF 041122024 No Yes N/A +N/A/ -108.5PSF 04/12/1024 No Yes N/A +N/AI-96.7PSF 04/122024 No Yes N/A +N/A/-93.5PSF 04/122024 No Yes N/A +N/A/ -108.5PSF 04/122024 Yes Yes NIA +N/A1 -156.5PSF 04/122024 No Yes N/A +N/P/-131.PSF 04/122024 No Yes NA +N/A/ -15&SPSF 04/12/2024 Yes Yes N/A +NIA! -161.OPSF 04/122024 No Yes N/A +N/A/-63.5PSF 04/122024 No Yes N/A +N/A/ -154 7PSF Florida Department of Business & PrnJfess)orial Regulation Building Codes and Standards Product Approval Application Dealt P.ge I of t laws S�Wte go Lk GMLBID d4 Gast unsaid inamELLLI®1e Yss011dmc YarsmW luhmod EWLARNEW hmm and lama Rob Baldwin ICC Evaluation service, LLC Jet es A Radiation, P.E. 06222017 0W202017 07/032DIT Approved (253) 9"70 MM OW1344 euW.aom SiYMY.AMI�!AommsdfwLkw Am SM9 ia" 21" Product In Sbd FABhmd trulra Laminded Voaer Lumber 03131*019 No Yes WA WA Fiords Department of Business & Professional Regulation Bu ift Codes and Standards Product Approval Application Detail P.plofl lams ELF Sam lmWLi 21M 20 RININS l At Lme IRMO lllmkom Samid Ymammmi lot lummmMd FBCA-m among Lila Revision 2011 Weyrkhaaveer Rob Bulllbbl ICC Evaluation service, LLC James A. RW~, P.E 06222017 0e1Y040t7 0710=17 Approved CagerY: abucum conpenWb e1ubLYlle9ory: Eryjrrsend Lumber (253) 9244475 Robad.Baldvin®arnemo MM 839-1344 Can49arwe Whorl EvYuWat Raped from A euw mn Product Grid Alm El* B�.lID� 9MIRLA MOM Aboraftill for Use Mattered OW ago geed. Lan E Sruita)m� isoe ElIINSL iaWtlemmi Weldon Gina 5 Wayerheerwr ram Bred Dinar Sbattl eased Rbn Bred 0313120/9 No Ya WA WA L1mh.SidYat Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pag.2 d2 3mole Sao • $odud Madet. Number a Naum Quality Product DasMatlon Comrxt _ A_. Eutdratlon Date Aoirroved for Use Ice-HV%Z Amroved for Usa Outside HVHZ 1Bsact Resistant gg.IM Peden 18 26 Ga. GulfPBR bin 26 Go, GulfPBR Rod Panel -11 ,4 Wood 041122024 Yes Yes NIA -NIA/ Punins over 15b2&quot; Plywood -151.7PSF 19 26 Ga. GulfPBR Mn 28 Ga. GulfPBR over 15/32&qud; Plywood 04/122024 Yes Yes N/A -NW -154.7PSF 20 26 Ga. GulfPBR Mn 26 Ga. GUIfPBR wet IX4 Wood Punins war 04/122024 No Yes NIA +N/A/ 15/32&qud; Plywood -151.7PSF 21 26 Ga. GulfRib hid 26 Ga. GulfRlb over IX4 Wood Punlns war 04/122024 No Yes NIA +N/A/ 15/32&qud; Plywood -164.2PSF 22 26 Ga. GulfRlb Nin 26 Ga. GulfRib over 15M&qud; Plywood 04/12/2024 No Yes NIA +N/A/ -159.2PSF 23 26 Ga. GulfRib Mn 26 Ga. GulfRib over 15/32&qud; Plywood 04/122024 Yes Yes NIA +N/A' -159.2PSF 24 26 Ga. GuhRib Nin 26 Ga. Gul ib over lx4 Wood Purims over 04/122024 Yes Yes NIA +N/A/ 15/328qud: Plywood -164.2PSF 25 29 Ga. GulfRib Mn 29 Ge. GulfRib over IX4 Wood Punins over 041122024 No Yes N/A +N/A/ 15/32&qud: Plywood -123.5PSF 26 29 Ga. GutfRib Mn 29 Ga. GulfRib over 15/128qud; Plywood 04/122024 No Yes NIA +N/A/ -146.OPSF 27 29 Ga. GulfRib Mn 29 Ga. GulfRib over IX4 Wood Puffins over 04/122024 No Yes N/A +NW 7116&qud; O.S.B. -101 OPSF 28 29 Ga. GulfRib Mn 29 Ga. GulfRlb over 7/16&qud; G.S.B. 04/122024 No Yes N/A +N/A/ -116.OPSF Bch Criteria Cods version: 2017 FL a: 11651 App6enion Type: ALL Product Manufaduter. ALL Category: ALL Subcategory: ALL Appdcatton 31di ALL Compliance, Method: ALL Quality Assuance Slay Corind 84PIned: ALL Product Model, Number or Ham: ALL Product Description: ALL Approved for use in HVHZ: ALL Approved nor use outside HVHZ: ALL Impact Restated; ALL Design Pressure: ALL Dale From: ALL Data To: ALL Florida Department of Business & Professional Regulation P.P I or I Building Codes and Standards lOws Product Approval Applleadw Detail Sale lmmWLa 201 Galt RdLb m.a AM mm Yanlo. oamds9ma SaaYm SM.Mr[ALlmse Y1tMMgmt Y1W1mtl auhmmYd PWAageiml ammmd lama RavWwt 2017 Wsyarhpceer Rob Berdwbt ICC Evaluation service, LLC Jamk A Reesman, P.E. o82212011 0&204017 07A32017 Approved Csbeery: 861idkrel Corrpwwft (253) 9244470 (6a) SWI344 eux.rgay: EmOmer Lu allow Robert.BaMwblowsysrte CenPMnw Whack Evaluation Report from a suser.com Product Evskaill En*j Lal1iA91 Aooroved1KIM1 Ammm9edfor Lim km gift L1! 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Bhicaural Co nsorar9s (813) M 4641 (706) 31"800 8u0Celepay: Prodwb IWoduced Be a Resut of .cem New Technology, cosepsenes Wlrod Caaootbn Mark de Up" AsproveGM[!bl Approved far Ima19i 21" Ldl E 11 AM h1Slali AWOeMali Bohm EOui.t 1 High Skagen Com4eta Lk W 4, 6, S. oat 12 With will* abla Igt112a18 Yes Ya WA WA L1YSdma Qi i ^� W _ CU N U (j) Q Q 0 0 s_ CU O O C O a-0CU O W 0 R3 L1.. 0 > .� E w` CU Q z z W J mcn 0 M L) U) 0 15 W es - ICU L � Q U O L Cl) V `MU W cW 6 Q Z Z Q J a SHEET NO. PA 1.3. A w J