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HomeMy WebLinkAbout39686 Harmon Grove CtG01`f 411 % ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Flr. Floor RA or R/A or RA. Return Air AC or A/C Air -Conditioner FLR SYS or Flr Sys Floor System RAD or Rad. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FR DR French Door RECEPT Receptacle ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foott Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BLK. Block GALV or Galy. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community KMIALL or K/Wall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam LINO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW 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 Plt. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Plt 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. An 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 12-27-17 3.0 2017 FBC UPDATES 105-20-19 3.1 ELEV. Al -REVISED BANDS BACK TO ORIGINAL DESIGN 08-27-19 3.2 ENG. REVIEW FOR 150-C MPH 09-20-19 3.3 ADD 8'-8" ELEV. FOR TREVESTA LENNlikR� 1551 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 1 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN MONO 7 ROOF FRAMING PLAN 8 LINTEL PLAN AND 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 MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site: The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. .eeaii CD 0 1trEttlt[� iii'�b To the best of the Engineer's knowledge, Information and belief, the stnKtural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential eth Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. CiA p J W .,d..M •� LL u_ LL U. 0.N U. 13 o Z oX - Wd8 mm orY% o aTm Wii IL IL ¢cJL Z; O ZO NarOJ . °5000 WT7N,E Z N z Q � �N 'z'nn � V LL 1 l� OroT N �LLJ O c U U _J E ZO �° Q Zo Q W ~ f0 iU U� 0So gE N � oa o .0 �o o� az rp C Z U o �f O LL 2 Z Z 1 7d sw g° 6 Wa Uo w0 U �� y� o w r UO 0 `M = In co � W m 0 \/ •_ O 00 p 0 o m 0 CO CO E o a CD di L0 Ln Q (0Ln r T i � 00 00 0) U) r mE 4 T M iri o Z Z 0 a '" c U � Q p JOB NO: 20-3572 SCALE : AS NOTED SHEET NO. C S r L0 tY N s 16. r- M 1 N it i C 0 3 N N 9 49 E: x 0 fQ Eff CS I 3 N N f\O 0 d N N z 0;4 rR HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) -1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) -1 3/4" X 71/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18}X25} S.H. 13 20X38j 18}X37j S.H. 14 20 X 501 18 } X 50 S.H. 15 20 X 63 18 } X 62 } S.H. 16 20 X 72 18 j X 71 j S.H. 1H2 271/4X26 26X25j S.H. 11113 27 1/4 X 38 j 26 x 37 1 S.H. 1 H4 27 4 X 50 j 26 x 50 S.H. 1 H5 27 j X 63 26 X 62 112 S.H. 11-16 27jX72 26X711/2 S.H. 22 37 J X 26 36 j X 25 1/2 S.H. 23 37 j X 38 j 36 j X 37 3/4 S.H. 24 37 J X 50 1 36 4 X 50 S.H. 25 37 J X 63 36 } X 62 1/2 S.H. 26 37 j X 72 36 j X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 } WIDE S.H. 32 54 X 26 52 } X 25 j S.H. 33 54 X 381 52 } X 371 S.H. 34 54 X 501 52 J X 50 S.H. 35 54 X 63 52 j X 62 j S.H. 36 54 X 72 52 } X 71 j S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3.Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" A +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 O +28.3 / -36.4 DE +26.6 / -28.0 �F +26.6 / -32.2 GO SEE SN SHEET HO SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +34.0 / -44.8 WALL LEGEND TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1113111 (TRB) 1ST FLOOR LIVING AREA 1555 LIVING TOTAL 1555 GARAGE 408 FRONT ENTRY 42 TOTAL AREA 2005 INSULATION REQ. EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED FLOOR PLAN - ELEV-Bl EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) I GARAGE SEPARATION JR-11/R-13 KRAFT FACED SCALE: Y4"=' r-Orr (GARAGE / LIVING) '•.. 'f Q f•�'� ' F,z AL t��t �• F,LCn` °, To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W oo9N 0)W 0 N N C OD U.r4 r �' -jLL LL* a M 0 W rn ti p a s Zarnzo 0 Ix XOO m m J Ii ILN6 A C N '0' QO� N aMZ i ° �o I W Z N M g z Q = J a 8 N fy M Z V C U LL C1 +J 'v N g OW tN/) ZD �s U w E = o� g o t� � M N W Z L =a oo8o a E v �� h _ O E a~p o a N (0 rp <S Z m� o N Z �w �O Wa gLA °a Ld 8 UCM t >M L �> o ry � 00 > o O Q C m CEO o E cD qqT r = o LO .T� N r LO f i V It CD co T-1 ui 00 0 Cie)o z C r £ O H z O- 0 Q O JOB NO: 20-3572 SCALE : AS NOTED SHEET NO. 1 KITCHEN ISLAND z 1 T C 1 M _ 0 fV 0 O M OPT. REF. KITCHEN VARIES, 2" LESS THAN CABINETS BELOW CD i T i 4 Cl) 0 1 N HOOD O M 0 Oo 0 RANGE 0 KITCHEN 0 1 co BATH 2 NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS MIRROR SHWR. SHWR. DOUBLE CURTAIN HEAD RODS VARIES / ROD -- o z 24" TOWEL BAR TOWEL BAR IN a. w ON WALL ABOVE TUB OR SHWR. Ix Q TOILET / TOWEL BAR a ON BATHROOM WALL MEDINEo _ SHWR. o CABINET 00 I _ VALVES _ = o TOILET GO SOAP co1F PAPER C° o DISH U 00 } } I LO HOLDER _ pZ pz _ to � d b O CV p M Ch `"M Mit TUB N FIN. FLR. U1 BATHROOMS, SHOWERS AND TUBS 4L IL r71-jil ILI I ILM _jj OWNER'S BATHROOM INTERIOR ELEVATIONS SCALE: 1 /2"=1'-0" 42" H UPPER CABINETS -� 36" H UPPER CABINETS -- 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS --- SINGLE OVERHANGS THAT ROD EXCEED 1211MAY REQUIRE A SUPPORT 10 BRACKET 36" H BASE FINISHED CABINETS - o COUNTER TOP 30" H BASE CLOSETS / LAUNDRY 00 l ^ H in a CO 0 2x CL T U? 00 FRAMING L � 1 1 1 /2" GYP �? BOARD — N. FLR. _ SHELVING CABINETS - 1'-2" �1N O O O 1 r N N N J FIN. FLR. _ U1 ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1/2"=1'41 O N O N To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential Bth Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. �p N 80 O '0' NC"' M n J # 00at J it J LL Lu <L J d Ll a M mac: a aa � z TOow TO 2fo W W W io 0 1- tO E T m J un Z ._�- N O Q rA N Q M Z U O J t °� ❑OO W Z Q J f7 �Np (n �u Z c u- C1 •v LU �V)c Ln o � U 00 c rn �' o Q Q CM M M z LL zo QLL E 00 (D UO 1- 0 O aF 0 �� 2 z N °d zo W C <o�o w� s� z J a O 2 z N y rw UO zw �d0 U a wLL wW O JW �ji or 0 C M cj 120 c� �> o ry L) 00 LL ^ � � o O 0 E O q1t 04 ca CD L1 i ■T� (0 r5 00 Y r .i. 00 M V ci m r- T— c Z Z E O to I JOB NO: 20-3572 SCALE : AS NOTED SHEET NO. 2 MIL 0 io io 12 5� HEEL — 12 -- ---- N T.O.M. HDR HGT. TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP.) 2" x 4" SMOOTH TEXTURED SILL / BAND F.FL. —-------------------------------------- 12 5� v I I I I oa I I I I I I 4' RIDGE VENT 12 �5 3 TAB SHINGLES. ROOF �— INSTALLED AS PER MANUF. SPECIFICATIONS 7HEAD -0" 9" SMOOTH TURED /BAND FRONT ELEVATION - B1 12 Q5 SCALE: 1 /4"=V-0" 18' RIDGE VENT 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS -------- T.O.M. - — — — — — — —------------------------------------------------------- HDR HGT. ------------------------------------------------------- TEXTURED 2 _0' �-- TEXTURED CEMENTITIOUS o CEMENTITIOUS FINISH ON C.M.U. FINISH ON C.M.U. o0 (TYP.) (TYP.) °Q m LEFT ELEVATION - B1 1 /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 FOLLOWNG 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 SO. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SO. FT. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. `bbbbbbbb{)j)) w .''cj� 5 P Al e .� OF s� t�1 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. to = O O g - �—�p V M N N C b lJL to W LL u. G t7 _ Vl C,W rq >. ate Q�rn �zo mg mmo W N rp � J � LW a E �¢ o N z ° 0 DDD W d N Tim Z u_V LL N LU 0 W V) cn C � U w w c N �IQ c o co M i W Z o ZU�OwEH R•n� a ?U _...E$ o aoZ0 w�ZovIr z rp C mo m� o oLL ¢w Z I J <,b o10 s6 V az W 3 oLL �o mw o �LL � O F Ia 0 d' z V 3 2M �CM L rn m ^' W O 0 'Cr U 00 > T m 0 I— O E o T O O = N r LC) T CD jC5 CID L f) T + 0 W o) U) T zC ' T— C) o E 0 `' 0-0 _J Q p JOB NO: 20-3572 SCALE : AS NOTED SHEET NO. 3.1 W 11 -� _ it -A ..: .. r 1, 1 1 L_ _ =,=-�I_I-lu'. ­ -, - - - - - - - - - - - - _ - — v s m `v e � _ N M 1 N _ m t2 s C 0 a x 6 N N E IS Cc J EE 0 CS i CL c '10 N N c 0 2 N O S �R 3 TAB SHINGLES. ROOF - INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. F.FL. TEXTURED CEMENTITIOUS FIN. ON C.M.U. (TYP.) —\ 2" x 4" SMOOTH TEXTURED SILL / BAND —� T.O.M. HGT. F.FL. 12 5� 18' RIDGE VENT 12 �5 ,— 6'-0" _ 16'-7" - - - - -------------- - EXTENDED ME OVERHANG TO BE CENTERED ON DOOR REAR ELEVATION - B1 4' RIDGE VENT SCALE: 1 /4"= V-0" 12 �5 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP. ) 1'-0" TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP. ) ------------------------------------------------------------------------------------------ RIGHT ELEVATION - 61 2'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION ""G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "*ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED, LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. '"CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SO. FT. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. •�� ter; O • !4 b •.:� _ 4 of O 0< Q: • `C, Ap•... r fffill, IEi11{{�` 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. to 18 Oo . cob m N ON LL LL LL 4 l» a ' M W fn R L 0 d 13 <'a - � z o ' CO °' O '' mm0 - W .S8� 'm o rn i aoa ILW 03 0 N Q M 2 0 Z �0 ❑❑❑ W c� Z Ai Q Z Z� J C, d N U) N z N 0 t y W � U 0 LU to to c � '. u U �0 v, W M i � ZM d E E N ~ O O4 U p 2 Z O o to N t aF� �$ <o w� � d ro N C m0 ZLL Z J �Z N 8� U aLL yW O W 2 1 <li 10 15 0o . 0 M 2 = >MCC L O1 m Al c9 \W •� O 00 0 0 1..� o m 0 0O ..� E o d- T M LO 00 T i V oo 0) Lo T m T t:'7 iri 0 Z c m E CDM a± c c FL U � Q is JOB NO: 20-3572 SCALE : AS NOTED SHEET NO. 3.2 2.. 1" iv N 2" iv c0 = `O �■ VARIES *NOTE: FOAM TO BE USED ONLY WHEN ^ REQUIRED BY COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES 2" BUILT W/ STUCCO. EDGE OF OPENING 1'_1p.. = ^N iv _ 1' CAP 1" RADIUS 3 1/2" RADIUS 1/2" RADIUS 3/4" RADIUS 1�_54 1/2" RADIUS 1" 4" VARIES VARIES = Cl) = c+"i erne ,�N CAP _ _n c 1" 1" 1" r 1'-0" 1-4' c M T N 22.. 1" VARIES VARIES r AN 1.�.. 1 1/2" RADIUS 4" 2"_ = T 2 1/2" RADIUS �. 3q � e I I I I c 3" VARIES 1.. 2.. v 34" 11" 34" 1" 1" 1" BASE in ZD co N BASE 4.... 1 _8.. a I � N 411 1� *NOTE: VARIES 8" 2" 3„ FOAM TO BE USED ONLY WHEN =ZIE REQUIRED BY COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE BUILT W/ STUCCO. OPENING VARIES EDGE OF OPENING 2"� = �' I I �_ 1'-6" 1„ 1'-4" _ T �4 2 „ ' 1-1/2" THICK e 'N 1-1/2" THICK 0 fV 21" 4 _ � 10" 6" 'Ij�l� fV r� T CY) T co � L2 4" 6" U) (n / 1-1/2" THICK 1" 2q ry� 54" 2'-4" 1,-5„ 5�' 4" 00 =IN 54" 1-4' 3" 1" In I N O *- 'yc VARIES VARIES W t i N DR • VARIES VARIES 4" 8" _________ iv r N r 00 to i Rs io -� 2 1 " � �1, �,. Q- 44° R11* KEYSTONE F11 0 � OPTIONAL 4" GARAGE DR. OPENING 4" KEYSTONE F11 00 OPTIONAL ". LT' 4.. 4" WINDOW OPENING 4"" NOTE: • INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 6" 4" '�� '� 1 1 ('4 1° = Rq VARIES f2" (O 00 1.. _ � � NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 3'-8" 4" T-0" 4"" 101-4-101, 1 � �„ a" 1y" 1- 1 O r io CV 1 " z 54" 2'_1.. 1'-11' 54" 7" . _ N N c N r- T CO N � N 4 00 O IT CM M r- 1" 2 GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) 0 ACRYLIC SAND FINISH 0 0 N (�p O To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 8th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 'W Cp O cl p�� N N 4t Li •'� 4 - d% 7 -, -, d U. M a tll W (n aimiL a� � c O 0: W a m E91 Z � N O h Z z ¢ NM 0IL J °� ❑O❑ W 0 F z N Z Q N Z C2 C9 � 0 W V�ZD a® U 00 w p g = Oki o M w J ce ig Z' o° g a£ aE ) U Qw^O 00 Z _CLo N L o� a? rp �= o z J ° � z N � 3 N gW LL �o U �w Wa3 U O ~ �pJ�w 0 O o zl°d U 3 0 23M = M ai W m i✓ V N U 00 I.`^L � i O Q V _O rO� V m 0 ET ca Q V+ LO _ I N_ o ,r Y J r 00 rn T' ai O M N c Z C E O E L w o C c 0- 0 -1 ¢ o JOB NO: 20-3572 SCALE : AS NOTED SHEET NO. F 1 _- - _ - - -- _3. 4- I .4. - I, � - L _ I CIAL il. ri... " . _ Jos . 1!i `��+x1ss-��� .•r�.. ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 44" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC. 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2014 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET I AN PqF DUPLEX OUTLET ABOVE COUNTER wP WEATHERPROOF DUPLEX OUTLET r vGFI GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH 13 THREE-WAY SWITCH FOUR-WAY SWITCH -q)4 $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE OQ RECESSED LIGHT FIXTURE +PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE Q EXHAUST FAN tOir EXHAUST FAN/LIGHT. COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) 4P PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR ® CARBON MONOXIDE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. QT THERMOSTAT ELECTRIC METER _a ELECTRIC PANEL _-==L DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN GD (1) PHONE LINE, (1) DATA PORT 200A INDOOR PANEL CENTER #14 copper to lights &outlets __ t #12 copper to 20 amp ckts 200 AMP #10-2 copper to WH #10-3 copperto Dryer w 0 or 4/0 SER Alu 200 amp 150 amp =Ir sconnL#4GROUNDING POWER CO. FEED Bare Cu Ground INTERSYSTEM BONDING o WIRE TERMINATION PER 71 WITH CODE APPROVED NEC 14, 250.94 JJJ CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. VERIFY METER LOCATION WITH BUILDER ELECTRICAL PLAN - ELEV-B1 SCALE: %4'=1'-0" N 0 N 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. $ r m V 8N CR mNN °S 1N0 U. 7 LU ll. LL a Q 13_ U. M ' airs � W rA aaU, to 0) ;Y9 6 c 0 0: 0 &$g MW tp ETF)gQid o LD Z N a M z° ¢ v t7 ¢ '' W U CO z Z n a 8 � 141 T V% Y e W � t� �Ln c E flu U m o U _ • 0 fM E i 0 oLL �e Q O E V ~ � 0 0 O G �° UO U Z N a% L ���Z �o 6p u�Z m rj C - A Ao mf Fo oLL QZ Z s g� �� U a W aZ �� mw �- �'o g co A 03 2M 0 B = > M m ^' W c� e� O O T � � F-00 o E T � = cLO O_LO C14 2 00 LO LO r � 00 � rn LO r m .4� 7—z j M o @ Z E C) N g c d U J ui Q 0 J JOB NO: 20-3572 SCALE : AS NOTED SHEET NO. 4 ATTIC VENTILATION CALCULATIONS - 131 TRB ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of b Upper y pPe SQ. IN. of ventilation of vented IN. of of vented ventilation to be provided . . SQINof SQ. IN. of Ventilators (See Elev ) required soffit ventilation soffit by upper Ventilation Ventilation needed required needed ventilators Main 22.00000 2.000000 Floor 2000 1920 274 960 69 480 0 606.0 330.0 276.0 (Zone 1) "NOTE" GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN — ELEV—Bl SCALE: 1/4 "=V-0" I Attic Ventilation I Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. 4op �,� •. �^ r •• J , ` V r6��i� it' t' EtL`�ittt 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. to Q O E;N R_.Ik ti eM' N ^ y aN0 LL Chi _J . LL N 2 co LLJ a LL a N M S ; Co LL 52 WL y d CL W Z$itO13 = — CL vU)°v� o F m a 'W' 2 E T m m m ¢ i Z CLW , N o d. O z M Z Z U ❑❑❑ W z `O g z J P'I � U) {Np W �N ''z^^ C V LL ■ 4-, •v ...�f�f�fp¢p¢p¢ 0 w r- V1 V) c E o � U 00 w c 0 *> U 1� - Q � o CD co Ch Cl) w z -J LJ E o z d O01,0 20 B F- n3 0 aoW 20 o Zo� N (D i °Go ao Wz � ( mi r p ZLL r Z CC a) J mom 7 ° >z �m N N a � gLL Za o Wa U� 'Z TW o m;5 F� FX� v �I< OM 2M > M � c� > 00 p C) ° m 0 C CD E N T�/�� cc O Y /LO T 00 ui E 0) o Z E 0 N Icac c a U � Q p JOB NO: 20-3572 SCALE : AS NOTED SHEET NO. 5 TYP @ 1 STORY U.N.O. S3 2'-6" x 2'-6" x 1'-( W/ (3) #5'S E.W. H.B.+ I 0.(-----------�— —'--------�', --- ------I— ----, CN I I in' I I r — — — I (2) #5 VERTICAL ■ r o I BARS OPT. D I QPT. VJ1 TYP @ 1 STORY I t — — _------= rrTT=-3 ^ 1/2 SLR CAI U.N.O. T toA 10 (o II II —I— CJ — 1 I --t� — — CJ I — — — O 00 r — ■ I INDICATES FILLED CELL w/ 3000 PSI CONC. GROUT FROM FT. TO BEAM I �-- CHASE TO I I ISLAND ..... BUILDER TO PROVIDE APPLIANCE OFBC W/ (1) #5 REBAR VERT ABOVE SLAB I TYP @ ALL PLACES SHOWN I I ISLAND K S3 WHEN REQUIRED PER I S3 I C,� I I I LOW WALLS HOOKED FTG. DOWELS 5" EMBED — —KITCHEN EDGE OF SLAB 2" �� W/ 25' EXT. ABOVE SLAB GRADE 40 BEYOND WALL 4'-0 STEEL 25'-6" I I I 20'-6 - V-8 1'-4" " x w I I I I �r 1�Ien 1" STEPS AS REQUIRED I I I 1 o I IML_Jpl3 7 4� �_ 1• 7 1z (2) #5 VERTICAL •-0•• BARS N x co PER FIELD:: I I I CONDITIONS PROVIDE 1 Y2" RECESS n III �IICn SGD. REFER TO I ` I I 'I' �L 1 K cc I CC cc t— — — FOR aJ�l ■ MASON'S SLOPE FOR N I I I r — — �h �W.H.\� I III III WIDTH II ID.W. III I ::\ S3 S3 S3 ■ q CJ I III — — — o LO S3 I 16-11j" 8 -6jco — SLOPE I N 31/2" 1/2' I 4'-8" 3 1/2" MIN 3000 PSI CONC. SLAB FO W/ (3) #5'S1E W. PROVIDE Y2" x 9" I N L oo rO — — I HERNANDO COUNTY ONLY RECESS FOR FRT. DOOR S3 v 11 ■ ; I 3-1/2 MIN 2500 PSI CONC SLAB OVER 6 . TOP OF CONC./ PAVER TO BE 4 MIL VISQUEEN VAPOR BARRIER BELOW FIN. FLR. 3'-8" 4'4" I G I— I ' J'�8 �T� ; , 10 _ _ ■ 17'-5' I 36-6$" 00. TYP @ 1 2'-6"x2-6""x1'-0I I' I STORY U.N.O. I W/ (3) #5'S E.W. _o 1 CJ AH _ — CJ — — — CJ — — — J — — / I HVAC CHASE ' ' • ' • ' I I I oLOCATION BASED ON / /' ' ao .. • • . • • / ( // / / / II � I• i 1 I n I Cl) / ■� -- -- / _ T II I � II II: � r1I N C\ II I �0-0 I / 17'-2'• 2,_9, 2._8., 2'-11g II II / III C`vj I LL- I N I iA I H.B+ TYP @ 1 STORY A U.N.O. S3 FOUNDATION PLAN MONO — ELEV—Bl SCALE: Y4'=1'-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX ^F" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN UPPER 1/3 OF SLAB OR FIBERMESH REINF. SEE PLAN. 1/8" SAWCUT x 1/4 SLAB THICKNESS WHERE SHOWN ON FOUNDATION PLAN LU z wg c a CONTROL JOINT DETAIL SCALE: 3/4" = V-0" CONTINUOUS :INF. SEE FND. FOR JANTITY X 25" X 25" CORNER R ONE FOR EA. IRIZ. REBAR, TYP. V.O. Iternate: i reinf. bars shall be t. around corner by cold ding the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" ,ttttttttt���e�� r ..4�0 �p� F- , �o * O 41, Is t'*t� r`/ U r — 7 J �`1\ afrfrttttt=.i�� To the best of the Engineer's knowledge, information and bellef, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Q - N i• V OOO M M nST LL 10LU 7u_ U. U 0 m OLL W WW rA 4. a K m = C C8 co ILCLz O N p G N Q m 2 O J W z g Q — J [i d N WIL41 _ d1 Z C1 lL � � u N W 0 N c E W U U) • c _j f Q a E O oar Q go co I— C �i X U j 0 o� za� N E $z WZ ( ro C - No Y �O O Z aw 0 U aZ W a T Wu NW �k o ZZ wd � ~ IIIIIIIII' ow zR a� o� o 3 0 �M = Mcc NN t.1. > N U CO Q U o O � s m C7 CO o `-' E o q4, r a o O_)� Y / ■ rT_ (0 LO 00 Li/ / C) LO Tom' iD m E CM N d Z 0 E �' m 0-U Q p JOB NO: 20-3572 SCALE : AS NOTED SHEET NO. 6 �.affti� TYP A (2) A > ✓U CJV Uco X CJ3V VCJ5V CJ5 I I EJ7V EJ7 I EJ7V EJ7 I In EJ7V EJ7 EJ7V —T— 11 EJ7 ll � 1 ' EJ7V I 1 I EJ7 SIMPSON HU410 w/ (18) TITEN 1/4" x 2 3/4" 8r (10) 1Od NAILS � 1 ' (2) 2x12 #2 SYP WD. BM. w/", EJ7V -- EJ7 FLITCH PLATE. BOTT. OF BC' 0 (2) X 18 Di FG1 ° EJ7VA I II I c7 � 'P EJ7VA X E1 II I EJ7VA (2 X SIM EJ7V EJ7 x EJ7 EJ7 1 EJ7 I I I I I I " 11 CJ5 1w CJ3 it'll/3' c3 Q ♦— a H a ¢ Q a a F— a rr d H a ___ Q r rr Q a L� W WQ ¢ m m m m m m m c�i 1 i� HI!III, I I I /16" OSB I. @ 6-8- TYP. BM TO CO. CORNER 1 S5 UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. p CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 -10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1870 1585 10 -10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1625 1400 10 -10d x 1 1/2" F HHETA20 2120 10 -10d x 1 1/2" HTTA20 2375 11 -10d x 1 1/2" G H10A 1040 1015 18 -10d x 1 112" RT16A 1020 1160 9 -10d x 1 1/2% 8-10d H HTT4 3610 3105 5/8" ANCH. /(18)10dxl-1/2 HTT4 4215 5/8" ANCH. /(18) 10d x1-1/2 J HTT5 4350 3740 5/8" ANCH. / (26)10dxl-1/7 HTT5 5795 5/8" ANCH. /(26)10d x1-1/2 K HD3B * 3130 3050 5/8"DIA. BOLTS TDX2-TZ 3295 — 2 - 5/8" DIA. BOLTS L HD5B ' 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5350 -- 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 10140 -- 4 - 7/8" DIA. BOLTS N LUS26 1165/1060 ** 1005/915 ** 8 -10d x 3" JUS26 1000/1080** — 8 - 10d P HUS26 1320/3235 *` 1335/2820 `* 20 -16d x 3 1/2" HUS26 2035/3400 — 20)16d x 3-1/2" Q HUS28 1760/4095 `" 1720/3125 `* 30 -16d x 3 1/2" HUS28 2950/5090 — 30d -16d x 3-1/2" R MTS12 990 860 14 -10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 990 860 14 -10d x 1 1/2" MTW16 1195 1005 14-1 Old x 1-1/2" T MTS20 990 860 14 -10d x 1 112" MTW20 1195 1005 14-1 Old x 1-1/2" U MGT 3965 3330 22 -1Od x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V LGT2 2030 1750 (16)16d SINKERS & (7) 1/4" x 271/4" TITENS LUGT2 1550 1550 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS "X" HTS 20 1 1310 1245 24-10d x 1 112" HTW20 1530 1285 24-1Od x 1 1/2" SP1 555 535 10 -10d SPT22 735 8 - 10d SP2 1010 605 12 -10d SPT24 1090 12 -10d HCP2 590 555 12-10d x 1 1/2' HHCP2 680 570 120110d x 1-1/2" ' MINIMUM 3" MEMBER '* REACTIONS ARE FOR ROOF LOADS ONLY ** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3112 & LOWER. REVISED 10.17.19 LOADS — ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-" MAXIUM SPACING ON VERTICALS OF (B) TRUSS (A) OR 2 PLY ;ARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (8) 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 01 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR 2 PLY Cq�RIER--t —�A) INTERSECTIONS SPLICING ! 2 x C0I T LEDGER TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-W ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS a(2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. SEE SHEET D-1 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-B1 SCALE: %4'=1'-0" ....,. �� :o:��� * 0 4" w OP 6 L i'� A co 0 To the beat of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing Pages bearing Engineers signature and seal. (A V J M f- S# C W di 7 W LL LL d M �j W rQ c = c0)g 0Ix OC p C ca co ET aQ ILW i NaMz 603 °L) oo❑ W CD � z � Z Z � Q a 8 N ''z^ V LL u 0>v) O o M w J i o zM f C C ce C io w � i � �a o< °do ZI N � <c wz ¢� mi zN_C=LL .� ra - v o N J cab sw `� � go U a W a w LL � O o N Z F- �F IIIIIIIJ Oa' 8g Ov 3 0 �M = 12AC cc c� > N U CO LL a) > T C) c m O E it r � = o � L O U) T N 0 0 r" Ln CEO M L0 _� M o z C O E N a w aS C a. U J Q J JOB NO: 20-3572 SCALE : AS NOTED SHEET NO. 7 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added 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 vedtcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load • O Safe vertcacaload Safe horizontal load GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 8F441B/1T8F401B/1T 8RF400B/1T 8F321B/1T Fate � cRour souo 4 0 U O ifs BAR CONT. 8F12-1B/1T O 'V' LINTEL DETAIL SCALE = N.T.S. E ■ ■ ■ - =0= On ; E � ; ■ ■ ■ ■ € • • • • • • • • - C C • • • • • • • • F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY D 8F 16- B/1 T tNOMINAL, QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS . cT-P � Tntels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7132 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. a x fr A 0 MIN. 1) RAT TOP ALTERNATE POWERS MIN. (1) REQ'D G4 CLEAR STEEL LINTEL e a a .M.U. #5 REBAR AT TOP A° A MIN. (1)REaD ° d 1-1/2"CLEAR - O a° GROUT D ^ Q Q L ° 5 REBAR AT P = 0) WZ -' ° d • BOTTOM OF CO - - 4 LINTEL CAVITY V 0 CO 1 -BOTTOM REINFORCING PROVIDED IN LINTEL ¢o¢cut, do03 z Q LL t7 ZCZ - Ci Lu N w )n a M"ACTUAL FINAL WIDTH F p3 p (VARIES) w 55 ¢ 6'd LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementifiuos coating. See contractor specifications LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION O 4'-0" LL O 6-10" LL LINTEL PLAN - ELEV-B1 SCALE: %4'=1'-0" ,, .%%%ob o w0OP O M 0 NOW 0 * O� if All s 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. Q E co O O O p, N N 4! ci 0 M N N S a co Ll- := m cp °v; # Wa (» j u- _j 7 LL N L. a LL a _ > W &ay8 trm0 m0r- �. LL W c" aoa O N d O N N M ZQ U - J W co Ln U' cc4 z c4 z J V u_ C1 �1 2 W p U � OW V) N �- C E � '® U m _ 481 Q o 14 O M w LL p zo ¢¢ oz Z� `gyp`, Q1 z• Q E co V F C1 �8 Qi X V oc w O C N �o a wx ..0. � C ao ink o Oz >Z z �w Z LL Jo W Y CD et w r zla U 3 .2M 3: >M L M ME o .>_ ry � 00 o O .2 m C7 Cfl o ..� E ci d" r = CD 0) Ln Ln .� CO Lj 00 LO T 00 CID (M LO r ci M r M H o z z E E a U Q p JOB NO: 20-3572 SCALE : AS NOTED SHEET NO. 8 -­L t �L_,_L_ -= - - - - - - Y Ilt �lYlr•rti+aU1�. .1 . -=4 ,- , - - k i L WL 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 THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 244NCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. 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 Y INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 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 61TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ad. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC)13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 51TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1. 2. 6. FLORIDA BUILDING CODE (FBC) 6th ad. (2017) AND FLORIDA BUILDING CODE 6th ad. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS : 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2.1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2.1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/0 LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2. 4. 1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ad. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2- GI-P CONCRETE NOT EXPOSED: 1 " GROUT FILLED MASONRY: �" 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN ft) MODULES OF ELASTICITY DESIGN (E) GI-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C+P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-1-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. 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 ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 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 = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ad. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBGR 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. IrrigationispriMder systems includingg �all risers and spray heads shall not be installed wi�tiin 1'-0" of the building side wall. 4. FBGR R318.7- To provide for in 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 bac kfill is complete. 6. FBGR R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is requireeas 9. FBC-R R318.1.5 - C ncrete overpo and mortar along the foundation perimeter must be removed be re exterior sol treatment. 10. FBC-R R318.1.6 - Sal treatment must be apppplied under all exterior concrete or grade within V-0" of the structure sidewalIs. 11. FBC-R R318,1.6 - An extgrior verti I chemical barrier mug be installed after construction is complete, includingo(andscaping and Irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 6-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. GARAGE DOORS (V =140 TYPE: 5B MPH) SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RES PONSIBILITY 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" %" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1Ys" 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. hL61I1�:1 ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. cj _0�� C '` �,. Al e,�irr 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. I- N o chi V M N^ 4t Go LL i J °' LL J w M Q 7 y N LL0. W M mmLL a0. Z �0;, 0�o m o C6� to W IL =_ ET "C rn�NO o Na"'z i-_j U W C^ z Q tZ pt tJT Oro W � s LL • '1'C+ V o ` O IN C2-- to =) ro i0 w 4 M y� � W Z J LL o io '8 2 n o E 8 cc 0 k, zo = oa U O 6 ~ C OQ ?jU z Zoe N�Z Como u�Z C oLL Z Q � g� U �o W SZ NW 0" :ti= coo � °zIa U 3 0 `-M = M ui t.9 \/ '- O T_ a) �'� C�:) CL O m /per V �/ O E O d. T _ 0 . '� Y J T CD LO L0 r y � T ui C T M o z ,p E O v m ` c a u Q o JOB NO: 20-3572 SCALE : AS NOTED SHEET NO. SN ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE w 15/32" CDX PLYWOOD% 6" OSOR RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +++ +++ + + + + + + + + + + + + + + + + + + + + + + + ++ +++ ++++++++ + Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 314" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 90 2.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING y" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack "Non -stacking walls over squash=20 blocks and require additional consideration. Check wall or beam below.* local building code for appropriate details in One 10d box areas=20 of high or-20 sinker lateral load. nail each side 10'-0" at bearing. TANK -LESS W/H CORNER OF ` HOME H C G GARAGE SIDE 00 O 5'-0" STUB -OUT FOR 0 a GAS METER o a (V = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" 16" O.C. 16'-5" 1 SIMPSON HTS20 OR 3 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" (10d) nails at 6" o.c. <'/ Provide adequate bearing for each lapped joist. Odnails SECTION @ INT. BRIG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) FILL CELL STD. 900 HOOK BOND BEAM rn w STD. 90° CONT. #5 BAR >I HOOK BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM v BOND BEAM STEP SCALE: N.T.S. FLOOR Ir-2nd INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND 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. BRIG. WALL N.T.S. 1/8" min. ) Small gap 2" min. 2" max. � 4 max. —Q Clinch nails when possible Tight fit L 1� 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. Web Stiffener Fastener Schedule Joist Bearin Location Series Depth End Intermediate ® BCI5000s 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d BCI 6000s® BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60sP 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11- / " 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d - Hangers with side nailing. -Hangerswithsidesnotcontaining WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over /— blocking and wall or beam below.* Use 10dx3" nails at 6"o.c. for all joist blocking panel "Non -stacking walls require additional consideration.— t5t w I ANTvvntnt IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1y" DO NOT CUT HOLES LARGER THAN 1Y2" ROUND IN CANTILEVERS. 8 1'-0" 1'-1" 1'-2" 1'-2" V-W V-3" 1'-T' 1'-11" 2•-4" 2'-9" 3'-2" 3'-7" Any 16" joist 12 1'-0" 1'-1" 1'-2" 1'-2" V-3" V-9" 2'-4" 2'-11" 3'-7" 4'-2" 4'-9" 5'-4" Span (ft) 16 20 1'-0" 1'-0" 1'-1" 1'-1" 1'-2" 1'-2" 1'-2" 1'-2" 1'-T' 2'-0" 2'-5" 3'-0" S-Z' 3'-10" 4'-9" 5'-7" 6'-4" T-2" 4'-0" 4'-10" 5'-11" 6'-11" T-11" 8'-11" 24 1'-0" 1'-1" 1'-2" 1'-3" 2'-6, 3'-T' 4'-9" 5'-10" 7'-2" 8'-4" 9'-6" 10'-9" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS, 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" 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. 1-When joists meet over wall, provide 1 3/4" minimum bearing for each. SIMPSON MGT w/(22)10d �GIRDERTRUSS NAILS TYP. r 2X TOP PLATE 5/8"II THRU BOLT 2 X B.U.0 SIMPSON MGT w/(22)10d NAILS TYP. TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION Joist I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Backer block (12" wide min.) Nail with 10-10d nails. \nstall tight to top flange. Joist hanger y \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4%2" gap Backer Block 'Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist ° depth I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM • SEE PLAN FOR •. d . • FOUNDATION INFO ' d' STEM FOUNDATION GRADE d I d d' REINF. SEE PLAN II— • a a• A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A • • SIMPSON H10A (WHEN w/ (18)10d x 1 1/2" • REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0 CENETERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE r%11-1r /rP1T1r%AI TI rr'%1 I rkIn TOP (2) #5's x 4'4" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE ° d _ \ • ° • L/ SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE 44. d! dV L _a ° dJeA • ° d • T* a SEE FND. PLN. SIZE & REINF. C�) n '- 6��rtt{t1111�Ed To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. o V Lo M oM J oo LL a :3 LL LL 0 0 a vi M ���` w vi as � Z �N°' � of W cp Z IL O p y co NQZ V OF j Z V ❑11❑ W z 9� z g J kn Z N W 8 V a 0 N c kN ZD = O $ U I �0 Q 9 o md ffi M �` o� 11 w z a Q Cz• iZ CO � o° cc 6 ~ iv z oa ? O z � N @ aoz ao yd CO C m0 Ou gi p�j 3 2 O a W 40 3 z c> o _ m: o v Z� 8 0 MLa = N ^L' O \/W •— O C* WIr— ^ o O CL 0 m (.7 c CO mo E N CD V Lf) N I i T— LO T— I It � T al 00 LO M Z 0 T E Z M w a E U � v ?: ¢ p c JOB NO: 20-3572 SCALE : AS NOTED SHEET NO. SN 1 FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 `(TYP.) VARIES / (1) ROW 2x BLOCKING @ MID 2x#2 SPF STUDS HGT. FOR WALL HGT. s 8'-6". (2) @16" O.C. W/ (2) \I ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B 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 (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3° 6 x 6 W1.4 x W1.4 N UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II 1e (#15 OR #30) UNDERLAYMENTWI D _ c r FOR ROOF PITCH 4:12 OR LESS. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH - glop TRUSS (SEE UPLIFT SCHED.) W/ 811 METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF WALL W/OUT UPLIFT rG G 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3 ELEV. VARIES FOR ADDITIONAL SLAB INFORMATION. 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE "X" @ GARAGE \12"N.O. W/A HABITABLE ROOM 2x SUB FASCIA ABOVE) W/DRYWALL EE SOFFIT SCREWS @ 7" O.C. SHEET CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS (SEE U.N.O. FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER U) TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE c fV °° = Z Cl) 6 MIL VAPOR ► z BARRIER D • � r COMP. SOIL. • (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT.--/1'4" N CHAIRS TYP. (1 STORY) STD. 90 HOOK (SEE U.N.O.DETAIL U 4„ 1'-8" (2 STORY) ) TYPICAL WALL SECTION A SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14' PAVERS O.H.D. RECESS = _ 4" SEE A/S3 OR J/S6 T FOR REINF. INFO. 3" MIN. CLEARANCE V " (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) V 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. it li it li 5/8"OR 1/2" HIGH STRENGTH -� `-TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH —X `-TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %' GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O.) (OR %' GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ 8"x8"x16"NOMINAL BLOCK WITH TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW TOP PLATE STUD BELOW 3/8" MORTAR BETWEEN COURSES SIMPSON N SP2 wl 2"x S.P.F. (OR EQUAL STUDS 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS 16" O.C. (12)10d NAILS ) @ @ 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. < V-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYPJAND ) WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"xl2" TITEN HD @ @ 3rd PTS FOR WALL HGT. > V-6". SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANSULATION 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 SLAB & BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TSIMPSON SP1 w/ (10)10d NAILS 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATIO (ALT: 112"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WIL2x P.T. BOTTOM PLATE ELEV. 0'-0" =L - 1 4OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL 2„ x 6 W1.4 x W1.4 ATTACHMENTS -.W1.4 A.F.F. O.C.) F OR FIBERMESH \ WWF OR FIBERMESH C7 3 1/2" MIN. 3 1/2"MIN. I ° , a ° ° a ELEV.4-3 1/2' Z--•�-+--= ° ° a ,a ° ° ° ° A.F.F. p 2x4 CONT. ° w - „ a CD _ • �3112 (min.)- 4 ° ° • ° - 1/2 (min.)- 4 a ° N 31/2"(m n. - 4" - ° • 31/2"(min. ) - 4" ' ° �' • GARAGE DEPTH VARIES ° (2) #5 CONT. 4„ ,�„ 8,r (2) #5 CONT. 4„ 14' 811 U.N.O. GARAGE SLAB AT STEP B TYPICAL BEARING WALL C@ STEP MI SHEARWALL C TYPICAL BEARING WALL @ STEP rCC SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING Pcs' NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C s 10 LOAD BEARING OR INSULATION PER FBC AND ENERGY N�NJC �/ cA 1 ROW 2x BLOCKING MID HGT. () @ EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' NOTE: FOR WALL HGT. s 8'-6". ROWS 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE SECTION C/S3 FOR 2x BLOCKING 3rd PTS FOR @ F WALL HGT. > 8'-6". #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 1/2" GYP. WB (MIN.) @ GARAGE G/S3 FOR ANCHOR "J" 518"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. BOLT INFO. 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8"THICK. K.O. BLOCK (10)10d NAILS DIA. EXPANSION BOLT " O.C. (IF NO UP LIFT ON WALL SEE GGlS3) @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2X PT PLATE 20"MIN. LAP [24" MIN. LAP] 2x P.T. PLATE SPACE ANCHOR W/ W/ 7"EMBEDMENT (MIN. SHEAR EA V3500#, MIN. TENSION 2600#) FIBERMESH jABAR ASSUMED FINISHED � ►�� ,�- W�■'GRADE 4 #3 & #4 LAP SPLICE101 C FINISH GRADE - .. FOOTING• • • �I��II'=l1I1 II111=II-II -�I�I�1111��I('�1111-��II'�1111��II�1111I -►� II:I• I n 1111;1�=�1:11i1:o�•.►:�.1 .. CLARITY ''' • I=I- I I ::_::—-:1-:LsII11 11-1•- ,, llt:hl�l�ll:,.��I1l I11- III, II: I NOTE:COMP.•IL. (COMPACTED TO �l, _ _ _ II�It�ll�ll� IIIgmA1ri11.111 W/ UPLIFT ONLY 95% MODIFIED PROCTOR ASTM I1��11�11LI SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: �i1�1 FRAME WALL TO C.M.U. WALL CONNECTION TYPICAL EXTERIOR FRAME WALL FOOTING 13/4"=1'011 SLAB INFORMATION.•• • TV TV •' -•II-.11-1I•-11•-11--.11:-.-�1-:�1-•1�'�1��1�: -'11�111�11�11�11�11��111�11�111� • - MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 EXPANSION JOINT BLOCK WALL BEYOND 13" O.H.D. RECESS E !�t i ' Cl) ..:. :�. 4" o0 i SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STC RY) 1'-8" (2 ST RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. PT 2x 1/2" GYP. BD. ON 3" CHAIRS 36" MIN. LAP [36" MIN. LAP] 10" gyp.) 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL W/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=V-0" �S3 VARIE 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.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. " Y " " CONNECTION INFO ° ' SEE PLAN FOR &LAYOUT DESIGN TOP OF BEAM a SEE ROOF PLAN Ip c (2) HTS20 FOR STRUCTURAL r �' ci BEAM SIZE & a CONNECTION INFO T ° A I I 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 MIN 7/16" O.S.B. SHEATHING 8" z ATTACHED PER NAILING FOR REINF, INFO. OPTION i1 w SCHEDULE r ¢ SEE TYP. WALL SECTION FOR ADDITIONAL j w 6x6 P.T. #2 SYP SLAB INFORMATION " HOLD GYP. BD. 1/2" FROM SLAB CONT. BEAD SEALANT 0 • • •' ': INTERIOR 2X STUDS @ 24" O.C. U.N.O. A. " 4 -3 1/2' SEE DETAIL 16/D1 FOR W W ABU66 SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" SLAB STEP & RECESS S.G.D. M SCALE: 3/4"=V-0" WALL AND -• ' ' •` GARAGE COLUMN TO PORCH SILLASONRY O.C.00 PAD FOOTING ATTACHMENTS & 18/D1 CONCRETE NAILS W 1 1/2 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL EXTEND FILL CELLS c EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. TO FOUNDATION PAD E 4STAGGERED, FROM BOTTOM INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFO PLATE TO CONCRETE " ON FLOOR PLAN SIZE VARIES PER PLAN o, (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT Cw/ MIN. (2) #5 VERTICALS 00 GRAD 2 a ° -j TENSION 120#) CONCRETE SLAB E -�, FILLED SOLID (SEE PLAN FOR T-7_ _ _ _ a m 6 x 6 W1.4 x W1.4 SIZE AND REINFORCEMENT) o � ;III=III ° =1 ° • = =I 1 III- 151_ '- WWF OR FIBERMESH M z= w o I I=I 1=I 1 I —1 11— I-11 I —I 11 w 11=111=11 I a' I O w cWi� w Z .;p�... 6 MIL VAPOR BARRIER - Ili 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 BRICK PAVERS or SLAB PER 00 = =11=1 • • °• - _ _ _ z ¢ 0'-0" FIN. FLR.� COMMUNITY SPECS " � ° -_ r' Q 151 =111=1 I I-1 I I=1 I I I I =1 1 El 11. - w I I I I I=1 I=111=1 1=1 I I I I —I 1=1I I=" FOOTING Ill�iilll�iilll��llll ,II - III=III= BEYOND ti .• .•. PAD REINFORCEMENT 3" MIN. CLEARANCE r•.•'� •' -•'• STFOU.11ATION (SEE SCHEDULE) FOOTING WIDTH '' •• CNFO. SEE SCHEDULE TAPERED COLUMN FRAMING rCD12 PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 ,Itttlii•t"rr�•- ."D:a�a '•. !ter co F•� .. •' , err �F''•....... • r'r-firs �,,�. ,; F E 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. W F• _ �� Q N g, 8Lo J tl: 5"— . u- LL IL N W N Vj eMra Z — S. �E°'O' a,c� LW rn No �0 Lo I� Vz NQMQ U F- J �L) ODO W z z z� Q a N �QJ z O s 0,..4 to �N c E U Co LLJ CIO c ¢ S `� M z w Z ¢Z Q U- a EE E U z ,- a� >o 2� Z"c wa Q7� X V Q Z o N L a� go ao �z �WW •�+ Cn - UZ y 0 �i Z 0 J a ° Q W 1z W N y j > � O U Bo 0 o w w MI5. 0_ °zed 01 0 = M Q= L °1 �y U CD I� T �1 > o ° 0D 0 CD 0 E o T _ QO Ln Ln ._ 00 �n IUD00 T 1,14" 0 C LO E ` T M o Z C it 0 d a U -j Q pre JOB NO: 20-3572 SCALE : AS NOTED SHEET NO. S3 (MONO) Ali 3 v, m 'ate - o s M 1 N m a 0 J P•'n") 0 z i C Q N N v E i v d9 J CL 0 CI .o CL N N N 0 _ ram, t (2) 2x6 OR (2) 2x8 TOP PLATE SEE VENT OR 2ND FLOOR PLAN 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL 2x6 / 2x8 WALL BEYOND (2) 2x HEADER TO SIT FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE 3/4" FURRING STRIPS SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD CONNECTION SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS 2x DEAD WOOD @ MID FOR CLEAN -OUT @ 8" O.C. OR 4d POINT w/ (3)12d DRYWALL NAILS MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EVENLY EXTERIOR FACE OF BLOCK " PLATE WALL IS 1 1/2 MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" Ct TO DRAIN 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE EXTERIOR TO BLOCKING WALL (2) 2x HEADER WALL CLEAN -OUT q PER PLAN SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE STEEL AND GROUT 12 (TYP.) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED FULL 8x8x16 BLOCK SIM SON SP2 w/ (12)10d a NAI I AT EACH STUD — DOOR OPENING DOOR OPENING 1/2" EXTERIOR GRADE SHEATHING mi FASTENED TO TRUSSES WITH 8d 101 COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) ❑ O/C FIELD ❑ 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS - - - VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 X 6 MIN. FRAME WALL HEADER DETAIL 1 1 ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALLAS SHOWN. MASONRY RY LAYOUT D SO OU 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 = =_ REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW g MAIN uss UPLIFT CONNECTOR S4 SCALE: N.T.S. S4 SCALE: N.T.S. S4 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED W/ GROUT (SEE SCHEDULE) 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR KNOCK -OUT NOTCH LINTEL WHERE REQUIRED (SEE SCHEDULE) BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3)10d NAILS .' CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" 0/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 MI�! _ , •- • • ?1E MIN 0 �!0_'_ -tE !II' lid■Z■ i ill 01 —_ '��� lily ■■ll Illy -III NOTES: FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT _ _ _ @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED LOCKING P. \--ROOF PROPERLY. TRUSS O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. PLIFT CONNECTOR (SEE SCHEDULE) ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. OISTURE BARRIER TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. 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"X91/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE J T > r O FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) 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. a l C 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 . 0 2x CRIPPLES @ -� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1 /2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x — CRIPPLE STUD TYPICAL (U.N.O.) 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8"ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. SCALE: N.T.S. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE a G 4THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON ° a° DOOR STOP PSPN516Z w/ (12)16d NAILS MOLDING TOP 2 ROWS 10d @ 3" O.C. (14 GARAGE SPLICE NAILS TOTAL) EA. SIDE OF 2 x 6 P.T. DOOR 48, SPLICE STAGGERED J-BOLT TRACK BRACKET vvvri r rnvr� W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON V-4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: (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. O� SIMPSON HTT4 TYP. Op 0,4 U.N.O. SEE N/S4 F�/N(; ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 10d @ 8" O/C ATTACH ALL -j EXTERIOR STUDS W/ (4 16d TOENAILS TO 7�P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON SIMPSON SIMPSON C SP4 SP2 SIMPSON SP4 3P2 2X STUDS @ 24" O.C. /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION P.T. PLATE SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL a SIMPSON SP4 ° INTO - TRANSOM TRANSOM FRAMING FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSC RECESS SP4 SP4 SIMPSON SP2 ..r NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 a TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END w zt U M U) 2x TOP PLATE V2-16d 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 FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR -02 P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° e ° • HTT4 w/ (18)10d NAILS (3610# SPF) ° e • HTT5 w/ (26)10d NAILS (4670# SPF) o ° • DTT2Z w/ (8)1/4" x 1 1/2" SDS (1835# SPF) ° o ° • HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (2215# SPF) ° °1 • 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 C • 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 a • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. ° MIN. 8" EMBEDMENT w/ WASHER & NUT HTT / HDU TENSION TIE N (�S4:) SCALE: NTS SIMPSON SP4 2X TOP PLATE OVERLAPPING ° I I 2X8 P.T. BOTTOM P TE 5/8"00" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) 10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE ROOF TRUSS ABOVE 2X BLOCKING (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY • K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. C MASONRY WALL SIMPSON C SP4 10d NAILS @ 4" 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING ° ° BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" — L PLYWOOD 0/C BOUNDARIES 6" 0/C EDGES ° E SHEATHING & 8" O/C FIELD o S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" o (USE SP6 FOR 2x6 WALL, USE o 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 PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) o PLATE) _j j ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R SCALE: N.T.S. S4 `,,,11/tlffttt�tf %%Op�N � Q r•rb t R _a:0 L� U `EA•• �<< OAFt°` i[tLft.itibiit To the best of the Engineer's knowledge, infonnation 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 beadng Engineer's signature and seal. W g n go�� ��p�_� Li C5 N r^ 0 V S l7 N co N u- di U) g � tlJ M � LL W y aa� a ine >�t`1 Q - O 00Z z W c(rn M2 r- H z$o rn rn a Na�Q � 0 3 z 0 � ❑00 W � z: CN z Z= 2-1 N M ''Znn L V LL Cn LU U o a 0,,,�1_2 �C2�fI U c° MEN Q �o M q z W 2 J I. g E 0 Hs O, • Q N U z �o oa cwi6 z O XU �� i �U w N � �?� ", o Qom tr � . ro d JrO 0 oLL zC:6 N J <b QW 3 y y gw Z O U a W >? 3 oG $" a 0 O F -� NJZ Ow 0 2 cM = In M L O) � Al W � U 00 r— ^ s 'o O ^1 to 0 co CO ,_ W E cD Np �± Ln •T� 00 in Li) (n U E 0 :3T M M o ? Z W CD m v JOB NO: 20-3572 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAM11 W/ (4)1/4"A 1/2" SDS SCREWS TO BLOCKING & (i 1/4 x2 3/4" TITEN TO CMU SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS BACKNAIL w/ (2)16d NAILS 7\SIMPSON H1OA w/ (18) SIMPSON SP4 w/ 6 TOENAIL W/ (2) 16d NAILS SIMPSON H10A wi (18) ()10d x NAILING SCHEDULE FOR 2"x4" 1Od x 1 12" AT EA. 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. SEE STRUCTURAL NOTES 1 12" AT EA STUD (USE BACKNAIL w/ (2)16d NAILS SIMPSON H10A w/ (18) SHEATHING DETAIL OUTLOOKER OUTLOOKER SP6 FOR 2x6 WALL USE " @ 24" O.C. NAILING SCHEDULE FOR OUTLOOKER TOP CHORD @ R SHEATHING DETAIL BLOCKING FOR SHEATHING DETAIL 24" O.C. O 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)1Od 3" FOR FIRST FOUR ROW EDGES OF 2x4 CRO BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" O/C. CMID HEIGHT OF TRUSSES @ EDGES SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF OF SHEATHING TYPICAL TYPICAL @ RIDGE FASTENED AT SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO "L" BRACE TO EXTEND @ 8'-0" 0/C. EXTEND AT LEAST 90% OF 48 O.C. EACH JOINT W/ (3) 10d AT LEAST 90% OF WEB MAX. & (2)10d TOE NAILS @ .• LENGTH (SEE TABLE) 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EA. END @ 48" O.C. APPROX. 8 FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROMLSIMPSON H2.5A w/ (10) 8d 7/16" OSB SHEATHING & (2)1Od TOE NAILS @ FROM LEDGER TO ATTACHED W/ 10d EA. END BLOCKING NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" 10dX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM THROUGH CHORD CORD ATTACHED W/ (2) 16d TOENAILS OSB SHEATHING ATTACHED INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ 1 Od NAILS @ 6" O.C. 2x4 PANEL BLOCKING @ 2x4 "T" ON TOP OF PANEL BLOCKING, EDGES AND 12" O.C. FIELD 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. EA. END TYP. TOP & 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED MOISTURE BARRIER BOTTOM ATTACHED w/ 5/8"x 10"'7 BOLT @ 32" O.C. MINIMUM 6" FROM 711 SIMPSON HETA20 w/ (8)10dxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. 16d TOENAILS PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 10dx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH O.C. MAX) w/ MIN. 4" GABLE WEB 2 STRAP MISSED VERTICAL SECTION 1 EMBEDMENT IN KO BLOCK SECTION WEB, USE MSTAM36 w/ (7) 10d NAILS & (4)1/4"x2114" SCALE: N.T.S. S5 SCALE: N.T.S. 55 TITEN ON OUTSIDE BACKNAIL W/ 2 16d NAILS SIMPSON H10A w/ (18) ' S 2) SEE STRUCTURAL NOTES 10d x 1 12 AT EA. SP8 FOR 2x8 WALL) AND NAILING SCHEDULE OUTLOOKER 7 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 F STEN FROM RIDGE FASTENED AT APPROX. 8" FROM IN SHEATHING TYP. EACH JOINT & (2) 10d RIDGE FASTENED AT "L" BRACE TO EXTEND TOE NAILS @ EA. END EACH JOINT W/ (2) AT LEAST 90% OF WEB 10d & (2)10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR K7/16" 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2)16d 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 TOP PANEL -r-T-N��rffBLOCKING, BLOCKING, FASTEN FASTEN WITH M 2x4 'T' ON TOP OF PANEL SIMPSON HGAI OKT w/ (4)1/4"x1 1/2" 1Odx3" @ 4" O/C BLOCKING, FASTEN WITH SDS SCREWS TO TRUSS & (4)1/4"x3" 1�0 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 CHORD SLOPE OF ADJACENT DBL, TOP PLATE TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 ( ) 10d x 1 12" AT EA. 2x4 OUTLOOKER REFER TO DETAIL J N SEE STRUCTURAL OUTLOOKER @ 24" O/C ON SHEET S5 FOR NOTES AND NAILING TOP CORD X-BRACING, AND TOP N SCHEDULE FOR BLOCKING FOR CHORD BLOCKING `O ;0°0 SHEATHING DETAIL FIRST FOUR ROWS INFORMATION -ill OF TRUSSES @ 1 1/ " 2"x4" CROSS BRACE 24" MAX. EDGES OF -WOOD TRUSSES �, ;° APPROX. 8" FROM xi SHEATHING 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 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" AT EA. TRUSS JOINT " II I @ 48" O/C FOR THE (2) 16d NAILS OSB SHEATHING ATTACHED II (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/ 1 Od NAILS @ 6" O.C. OF STAGGERED 10d COMMON WIRE NAILS OMMON WIRE NAILS OF STAGGERED 30d COMMON STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. E ES AND 12" O.C. FIELD -2x4 BLOCKING @ 24" 0/C w/ (2) 16d (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2" OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & JACK TRUSS NOTES: BOTTOM ATTACHED SEE PLAN FOR TOENAILS @ EA. END 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL 2X4 "T" ON TOP OF PANEL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 10dx3" @ 4" O/C (2)12d TOENAILS 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION EXT. WALL CONN. COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARING LOCATION B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION g D SEE TYP. WALL SECTION FOR SCALE: 3/4"= V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. 55 SCALE: N.T.S. S5 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)1 Od PER JOINT IINIMUM 2x I OVERLAP TRUSS BRACING :ROSS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES iEE PLAN FOR 1 Odx3" 0/C WOOD TRUSSES OCATIONS) 2x4 TOENAIL 6" O/C RUNNERS W/ (2)16d TYPICAL (2)16d PER NAILS JOINT /— CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 12 6.9 1 MAX. S5 ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. GABLE TRUSS "L"BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 I •. • •JI • • . . •II. � �` rII°.• ° _° JI- \• � �° . II °� •-° � � • • � •� • � ° �.°-_ 11.•• � II°• �° -II. °. I CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. `— MINIMUM (2)16d PER JOINT \— MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"0/C 2 x 4 BLOCKING w/ (2)1Od WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) 0 Z w BRACING w/ (3)10d x 3" AT LL • EACH CONN. @ 24" O/C SIMPSON HGAM1OKTAw/(4) MOISTURE BARRIER 1/4"x1 1/2"SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" BOND BEAM TITEN TO CMU MASONRY WALL 2x4 BLOCKING 2x4'T' BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od 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 J:� GABLE TRUSS WEB --J SINGLE "L" BRACING DETAIL(�S5 6 SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE r7 AS PER HIB 91SCALE: N.T.S. S5 20 -0" MAX 20 -0" MAX "X" BRACE SEE DET. J/S51 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. III AEI ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) K"�E SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 2411 0'0" - T-O" 3'-0"-6'-0' 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1 Odx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4-x3" SDS SCREWS TO PLATES (TYP.) i—GABLE TRUSS -l.V1Y 1 . DCIIRIIYl7 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. cc LU a 9 Y CORNER JACK v Ir w Z Ir 0 HIP FRAMING REFERENCE PLAN 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL a: LTOP & BOTTOM CHORD GABLE END BRACING @ 4'-O" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 3V-O" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION 911 t H h!!!lo, ``,'�k N, ,� • vi wry MP 0 • 00 �,�ftlrpR 0 tit !O` e i i 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. 1111111 W �p pip $ a 8 N N # ci J 0MC-4o � #�lL d: a uu..N� U.0. eo W rn aa�a Z > LL0 �2 o U�, wIDg mmg W E 6 o a Z N a M O J z Od ❑❑❑ W � M z z a S to Z 0 Cz a--+ LLj V � a OLLu fn � c � (10 as S 0 ttl o M �Z 0o W ILI- E�Z E Z� o° z° Q U �Q. oa Z O E X V ao $ j D a E N i o WK . � C <a ms o oLL y I ,� � i 0- rw g p U Z W °z J � O J^I= `�v Ala 3 0 cM = �cy) °' 125 ^L, W C7 \/ •— O 00 o O 0 co I..L O E o LO 00 00 ui m C T C) N o Z Z E o E d w a 0 ¢ o JOB NO: 20-3572 SCALE : AS NOTED SHEET NO. S5 STD " p r.� F. 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL � UNACCEPTABLE INSTALLTION � DOOR JAMB {REFER TO PRODUCT P.T. TO PRODUCT TO PRODUCT APPROVAL FOR CONN. MAX 8„ PROPER INSTALLATION DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" O.C.. APPROVAL FOR CONN. APPROVAL FOR CONN. ix4 1 X 4 ` #5 REBAR (TYP,) ' 1.1x4 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO P.T. 3/16"� X 3" LONG FURRING FURRING 3-1/4" LONG X 3/16"� FURRING (2) ROWS 3/16" x 3-1/2" #5 REBAR ` ' AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED TAPCONS TAPCON 16" O.C. & 4" 2X8 TAPCON. INTO STAGGERED @ 16" @ �P') BLOCK@ SPACING 1x8 P.T. FROM EACH END w/ MIN. 1X8 1" DETAIL O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH PER MANUFACTURE MASONRY THROUGH 1-1 /2„ DETAIL 1x8 w/ (2) ROWS 8d NALS 1� 3 DETAI L j D. 90°HOOK (TYP.) STD. 90^ ` �'I 2x BAND JOISTW/FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12 O.C. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. TO PRODUCT OILLMETAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2"DRYWALL NOTE: DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT LAP SHEATHING TO TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" � ` BOTTOM OF BAND APPROVAL FOR CONN. x 3-1/2" TAPCON @ 16" 1x4 (2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH ^ JOIST TYPICAL END w/ MIN. 2" EDGE DIST. TAPCON 16" O.C. & FURRINGSIMPSON 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ „ +2 NOTC @ FIRST COURSE � - HGAMIOKTA 12" O.C. @ w/ x1 1/2" SDS SCREWS MIN. 2" EDGE DIST. „ 2x8 2x P.T. AS REQ D (2) ROWS 10dx3 ` INTO BAND JOIST & (4)1/4"x2 3/4" 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" 0' 3-1 /411 DETAIL NOTCH WEB AT THE ±5^ FIRST 2 COURSES ` TITEN INTO K.O. BLOCK BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PER SCALE: FOUNDATION PLAN FILLED CELL INSTALLATIONKH RETROFIT FOR MISSING EMBEDDED STRAP N.T.S. SS SCALE: N•T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T. 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION A -A UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. =1610 # FOR 2 STRAPS FILL 1st 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2, /M 8- -V O SOLID W/GROUT 1 X 4 FURRING � SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS 1 PLY PRE-ENGINEERED TRUSS t BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1/4"xl 1/2" SDS 1/2" DRYWALL * SCREWS & (5)1/4" x 21/4"TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d • 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"X2 1/4" TITEN = 2150 #) .. 2 x 8 45" DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 1/2" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. . ' ,� •: .. SCRIBE (NOTCH) FACE OF ARCH W/ (3)10d NAILS' BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL OVERHANG". CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB PROVIDE TAPCON WITHIN INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 4 MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF RETROFIT WALL OVERHANG DETAIL (NTS) INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED) W/ (3) #6 X 4YZ" WOOD ' DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4"- NO REPAIR REO'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL (2)10d NAILS @ 8" O.C. 4' MAX. RAD. ARCH DETAIL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ , XO�F TO TRUSS TOP CHORD Ry qN j,-O„ 5,-O„ .J MIN. 4" ATI6"O.C. �� N�TN SCALE: N.T.S. SS 12 + + PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE i + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + ALf 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 > " 1 ► EMBEDMENT INTO ) PER NAILING SCHEDULE ALL TO SUPPORT • , __�'[::�:#5 /4" MAX Z-0" 8° TRUSS + SOFFIT ° . ►: ► ► BAR p BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON + ��'• p 1-0 • ► , . * CENTERED W/ 2 BLKG. & BUCK 2X6 TO 2X4 H2.5A w/ (10) 2X4 SYP .. ► , '► IN TOP 4 1 X 4 FURRING 8d NAILS EACH TRUSS ► KNOCKOUT / N „ 8d NAILS @ 8 O.C. AT BUCK — ; CHAIR BLOCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE B PROVIDE (2) MIN. PROVIDE 2x CONT. W/ (3) CONNECTOR �� — � p.. •• MONO FOOTING _ HEM_ .' A.. . ►. TAPCON AT EA. SIDE SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF 12d NAILS SEE LINTEL BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY SCHED. AND SECTION DETAILS LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2X4 s 2 x 8 VERT. BRACES INSIDE TO ALLOW FOR INSULATION ARCH () #2 SYP 24" O.C. @ ENTER SO IT CLEAN FILL .► A. ► DIRT 4 z TO BE INSTALLED BUILT UP PLWD. BUCK- '-0" MAX E PLAN PRECAST LINTEL �� D •90' "�? SCRIBE (NOTCH) BACKSIDE 7/16 OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION >*`11o, a HOOK iv #5 BAR IN / TO FIT ARCH CONNECT W/ START OF ARC IF TRUSSES USED) W/ (2) #6 X 4% WOOD FOR OVER HANG FILLED CELL • "�. • ' •. • • ' • 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4 MAX. RAD. SCREWS @ 16 O.C. MAX. OR IF MASONRY x (MAX. 4-0) BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE (2)1/4 X 31/2 TAPCONS AT 16 .; INSTALL WDW,.► THRU OSB INTO 2 x 8 O.C. ..• . .- . r . �.. �• ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS B-B ARCH DETAIL K SECTION @ENTRY L SECTION @ ROOF EXTENSION M STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL SCALE: N.T.S. MONO TO STEMWALL FOOTING 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 W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION 1/2" NAILS TO STUDS & (1) - PER ANCHOR E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL ) (1) #5 BARS CONT. OCCURS 5/8" DIA. ALL THREAD ROD "SET' } #5x6' EMBEDDED INTO EXISTING BOND BEAM z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING TOP WITH MIN. 3" EPDXIED w/ SIMPSON .t O SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER COVER 6'-0„ EPDXY MIN. 6" EMBEDMENT & FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP 3" MIN. EDGE DISTANCE LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE °. UO v NON SHRINK GROUT. THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL n 9' P LU a A REINFORCING AS FOLLOWS: =:' ' ¢ co j • PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT LL g " PRESS PANEL REINFORCING INTO PLACE. v Z #5x6, EMBEDDED INTO 6" MIN. LAP SPLICE W/ :;:: .. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL n EXISTING FOOTING (2) #5x6' IN CONC. ¢ 5 SMOOTH. DO NO FURROW. `i. �::•:.,:: . ° > .° ' . � N �� �� FILLED CELL DRILL 3/4 x5 MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT'01 GRADE >. . ► SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP p G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: �, ° ► M REMAIN FREE OF MORTAR. z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. g P E4' TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT , ° ��a SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL o . (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. j SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. x„ 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. •5 s Q� • v 0 ''it t1 5 •��`. To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential Bth Edition. Engineers signature and seal is only for the sWdural engineering portions of the drawing pages bearing Engineers signature and seal. p8 N_ 0CnD iLLt G M N C C 00 "' . 2 a W N M 0. z 13 13i,M:2 vO o o "4_ g ,0n3 W m r,_ Q2°� 0) J" J ILL LZ Naciz°°oo z °� 00 W c cli" z— z g J co d N aE3- N M z W � Ur s OW F Vj In Lv E 2 U 00 0 r. 0 sr � N� W Z �Q LLr o oe �o E �o n3 18 9 oLf6 CQE r0 zz, J m 8 aS8= Z I; zi W � 3 oLL TW 3 0 co L °f m U 00 r 0 O LL O 00 //2� V V/ 0 ... E o �' Y J ■ 2 (p LO Y r cl' 00 o I am Ln r m r cN z z E E co ` a U _j Q p JOB NO : 20-3572 SCALE : AS NOTED SHEET NO. Sis CROSS BRACING DETAIL (TYP.) SCALE: NTS TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. Cg 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Dg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS 1 TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'4" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING CONT. ROOF SHEATHING AT TRUSS TOP BETWEEN EA. TRUSS - MAX & EACH END ALTERNATE A CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. ------L WOOD TRUSS J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE: NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD WOOD TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: NTS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) „k 2x8 #2 SPF RIDGE BEAM * * 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'4"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC.MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING r3 SCALE: NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT OIL VARIES 2X4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d _ TOENAILS TO TOP - PLATE & (2) 12d END MIN. (2) 2x4 NAILS TO TRUSS SPF TOP BOTTOM CHORD FPLATE ROOF SHEATHING ATTACHED PER NAILING SCHEDULE COMMON TRUSSES. SEE TRUSS PLAN FOR CONNECTION INFORMATION. VARIES SEE PLAN Ijv FOR WALL LOCATION MIN. 2X4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO SEE PLAN FOR PLATE BELOW TOP OF WALL ; MIN. 2X4 #2 SYP P.T. PLATE 4. W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE p 16" O.C. MAX. INFO. : SECTION @ ENTRY 8 SCALE: NTS SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( HIP G.T (2) 2x8 #2 SYP w O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY 2 MASONRY WALL 4 SCALE: NTS >IMPSON HUC410 w/ 6d INTO HEADER & ( Od INTO BEAM - SEE 1OOF PLAN FOR MOI NFO SEE FLOOR PLAN FOR SEE PLAN FOR CANT. COLUMN SIZE & BASE-7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN t7 INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON SC EDULEIPLANM 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 0 SCALE: 3/4"=V-0" SEE PLAN FOR SIMPSON CANTILEVER IF MTS18 W/ (14) INDICATED 10d NAILS TYP. U.N.O. CORNER L�SEE FOUNDATION PLAN FOR MORE INFO A COMMON BM. ATTACHMENT SCALE: NTS 2x4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM —' FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTIONK�22 SCALE: NTS SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM BM. SPLICE OVER CENTER OF POST MIDDLE [— SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. �• MASONRY WALL BELOW: SIMPSON a. HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN �(24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE �2� SCALE: NTS EXTERIOR ATTACHED SCHEDULE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ ENTRY FRONT WALL SCALE: NTS 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED W/ (3)10d 7—PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. SIMPSON LUS26 w/ (8)10d NAILS -� OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8)16d NAILS TO ZSEE 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 g SCALE: NTS LOW ROOFNVALL SHEATHING ATTACHED PER NAILING SCHEDULE 0 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ 00) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/---"L (2) 2x6 BLOCKING UNDER- FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION BUMP OUT 39 �)i SCALE: NTS DETAILS &SECTIONS I ,,``tetttt�et�ra�fF� • p�N 0.a 0 cc w • To the best of the Engineers knowledge, information and belief, the structural plans and speacations contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. Q _ E o p (p Q�pp O N i! ci O p, S Cj C LL -8 Q(0 fN =,- 4 .LLLLa y`' Wty�w N i2'LL S a 6. d' Z -0 on ��,g o W • %m ,cc CNO m W Z & ILW 0) Cj Bo a �Mz° �d oco N z ° L) 000 z - z n- V I tn z • Q)0 t'O W g V � 0 W N V� U = E w8. 9 O• Q --II W M M L L i o 00 � z Q E E RE o F Z• n, 1-00 X U z o N ao g0 �� p1w � �.. °d o d' � m s 0 �o � 0 �LL >2 z J y=j0 dud �m a W U x k � 0 o� NZ �7 IIIIIIIIIII� c0i3 0 2 M = M co L.L � W c� ■� M 4) 00 ILL Ir- Q U ' O O o m (7 c CD � E c) wilt r "0 N = o O) Lf)T— c0 a Lf) T + � 00 (ZD rn to f ai E z r co c = ON E a ci a o JOB NO: 20-3572 SCALE : AS NOTED SHEET NO. D1 FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE TEMPORARILY SECURE BARRIER WINDOW UNIT WEATHER DOOR ROUGH OPENING SLOPE FLASHING REQUIREMENTS RESISITIVE 0.3 in: 12.0 in BARRIER WOOD FRAME CONSTR. ( 0 6 cm: 30.5 cm) R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall include TAPE EXTERIOR SELF -ADHERED FLASHING3/4"-1" BEAD OF CONSTR. flashing as described in Section R703.4. A water -resistive barrier is described as a material behind an exterior wall covering that is intended to 3 SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER - SELF -ADHERED FLASHING resist liquid water that has penetrated behind the exterior covering from further intruding Into the exterior wall assembly. An exterior wall covering OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN q P 9 9 Y 9 WALL BY 6 IN. UP JAMB 6". USE LIQUID NAIL BRAND EXTERIOR is described as a material or assembly of materials applied on the exterior side of exterior walls for the purpose of providing a weather -resistive tnsae""i.eoNneoowl Q OR EQUAL WEATHER PROOF CAULKING 2 CEMT. FIN. barrier, insulation, or for aesthetics, including but not limited to, veneers, siding, exterior insulation and finish systems, architectural trim and �- WEATHER SELF -ADHERED FLASHING BUILDING PAPER embellishments such as cornices, soffits, and fascias. ' RESISITIVE 2 BARRIER SEAL TOPS OF JOISTS WIRE LATH UNDER DECKING SUBFLDDR R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other SELF.- _L4 -ADHERED FLASHING (SEE DETAIL WP07) e IX 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 HEAD FLASHING TIE-IN INSTRUXTIONS: RIM JOIST (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 1. Cut, fold up & temporarily secure weather resistive manner to meet the requirements of the exterior wall envelope as described in Section R703.1. 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 V1 1 R703.7.3 Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a AND WATERPROOFING METHODS TO weather resistive barrier . Fold weather resistive barrier back over head water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be 3 BE USED. flashing and seal with tape 2 2 O installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. TS SELF -ADHERED FLASHING Scale: NSELF-ADHERED FLASHING SELF -ADHERED FLASHING Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than FLANGED WINDOW EXTERIOR DOOR WITH DECK - SECTION A 1 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 1 that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER 1 drainage space. EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT 3/4"-1" BEAD OF CONSTR. NEEDED IN CORNERS ADHESIVE EXTERIOR SHEATHING FLASHING JAMB ADHERED THROUGH SELF -ADHERED ASPHALT ADHESIVE R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity y ADHESIVE TO BE APPLIED UNDER FLASHING JAMB &HEAD THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class REFER TO TECHNICAL SCORED 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the LETTER ON CHEMICAL ° O RELEASE PAPER type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface COMPATIBILITY ° ° of the exterior wall finish. Approved corrosion resistant flashings shall be installed at the following locations: e \ SELF -ADHERED FLASHING SELF -ADHERED FLASHING, ��o (BEFORE FOLDING, SCORE PAPER TO EXPOSE EXTEND A MINIMUM 6" RELEASE AD ADHESIVE AS SHOWN) E1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish VERTICALLY ono BOTTOM FROM or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall O THRESHOLD comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: z 3 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration SECTION -A (SEE DETAIL WP02) manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details o SELF -ADHERED FLASHING are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or p sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent 2 drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 2 SELF -ADHERED 5 1.2. In accordance with the flashing design or method of a registered design professional. FLASHING 1 4 NAILING FLANGE 1.3. In accordance with other approved methods. O .� 2 SEAL TOPS OF JOISTS 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 1 DO NOT FLASH OVER o UNDER DECKING 6 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco BOTTOM NAILING o FLANGE (SEE DETAIL WP07) 7 copings. 3. Under and at the ends of masonry, wood or metal copings and sills. SELF -ADHERED HALF ROUND WINDOW FLASHING IDOWG EXTERIOR DOOR WITH DECK SELF -INSIDE DE CORNER ADHERED FLASHING �' • 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. Ground 7. At built-in gutters. r SHEATHING SELF -ADHERED FLASHING DECK JOIST SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 AND FBCR 703.7.3 Detail Instructions Refer to the number marked as in each detail that corresponds to the numbered items in the list oPmrstructions 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 E 4M 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN ♦J SELF-ADHEF 1'4" PER PLAN V-0" PER PLAN 0 SHOWER SEAT 0 CI SELF -ADHERED FLASHING OUTSIDE CORNER �1 m Q v SELF -ADHERED FLASHING PATCH HERED FLASHING g� g Q. a- `, a uJ Lu PLASTER STOP - I- CA W CONTINUOUS BACKER - U ROD & SEALANT W W = CC Q cr W �° A 1 2 4 5 FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS NATU DO NI DRIP ACCE SOFFIT/CANTILEVER Water Resistant Barrier Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) --0 0- DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS�5 TRUCTURAL FRAMING TRUCTURAL SHEATHING TRIP OF SAF RAINAGE PLANE WRB OND BREAK WRB F LATH THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster in accordance with ASTMC926 over wood 2nd floor 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 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 0 C N To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residents[ 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. S O 8 Nm W N aD LL iii 7LLN� LL 4 Q y M >�IL' W a, y at� = vfnCO � 0 ix W m o W LL 0 d Jom = NaMZ q mZ 9� J z °6 obo W ;:: 2 z z g a PI QJ'zn u v LL W 4 N W � '® U 2 W� e o = ,2-,.3 TO o W Z M _J o m ¢ Q 0 o� zO F- 2 O N � a Z °do B0 00 �d wz �2 4?o r0 C - C � m� o Z = Z Z Jb �Z S o a U W yLL z C7 0 III w 51 0_ u3 0 M 2 = co W ns 0 0 o �y 4) 00 ' C o O r` O ^ LO 0 .� T N U Ln f i � a) � T .. E w 7 T C7 a c Z Z Fa E 0 Q. 0 � a o JOB NO: 20-3572 SCALE : AS NOTED SHEET NO. W P �.L I�u.��a�.: V,, 1,, ,I J.L . 1 a J. 1 1 _ _ l - _-_ _ _ _ .I _ e. -_ - _ _ _ __ _ .saw •4dYa AWAm"&"A,..c-_ _ -L.-161L�-d1/W.LY1� r0KVFEW Mounting Brackou (10 Gauge) 4-112" x 4112" x 2-12" See Author Schedule sorts 11rDI& A32SGa1u. (TyP-) 0 OT I �7J�ON Washers Self-i ockirtu. Nuts &Kit Cross Support (%,lip► be Cut to W) Right Bracicet(16Gauge) Self -Drilling Scrtws AK Unit Bcmom Edge ----Hurricane Strap (Typical: 3In front) Front Cross Support (May be cut to W) Left Bracket (16 Gauge) #14 self-nriling screwsThru Braciceu & Back Cross Support Into A/C Unit Bottom Side (Typical: 3 wh skie for hurricane use) ^41:111114 h d asetnl, clod' pn> y iclarl eritL eaeir 1 Lanivoc Ak $tare M� Siad ElftWAS load" Impala rlegartiAl Florida Department of Business & Professional Regulation Page f d2 Building Codes and Standards 3rAM1e Product Approval Application Detail Qft Entity or no 220 Date Pendina PESt MW Version Manufacturer Contact F.nalneer & License Validated EW yatidatedIllubmitted Fill Approval Aporovedg Revision 2017 Gulf Coast Supply & Manufacturing, LLC. Eng David Daniel S. Kuhn Locke Bowden P.E 10N 2/2017 10110/2017 10/172017 12/122017 Approved Category: Roofing (352) 498-0778 PE-75519 (334) 300.1800 Subcategory: Metal Rooting infoQgulfnoastsuppy.com Compliance Mehod: Evaluation Report from a Florida Registered Architect or a Licensed Florida st:�M4l1t4,As a Professional Engineer .day. > _ Fiodact Model. Number a Name - Oua81v $g (sip Contract Assurance Enmlratlon Date Approved for Use Approved m.. for use Impact l3lilstup[ Pssion 1'.1tilYt! 1 0.032&quof; Aluminum 5V Crimp Min 0.032&qud; 5 V Crimp Aluminium Roof Panel 04/122024 No Yes N/A +N/A/ over 15f32&quot; Plywood -108.5PSF 2 0.032&qua; Aluminum Gulf Lok Min 0.032&qua; Aluminum GUN Lok 18&quot; Wide 041122024 No Yes WA +N/A/ Roof Panel over 15n2&quc1; Plywood -116.OPSF 3 1&qua; 24gs. Gulf Snap 1&qud; Gulf Snap 24 Ga. 17&quo[; wide Roof Panel 04/122024 Yes Yee N/A +N/AJ--131.OPS over 15f32&qua; Plywood 4 1&qua; 24ga. VersaLoc 1&qua; VersaLoc 249s 16.58.qua; Wide Roof Panel 04/122024 Yes Yes NIA +N/AI over 15K1241,qud; Plywood -138.5PSF 5 1&qua; VersaLa .032&qud; Aluminum 1&qua: Versal-oc min .032&quot; Aluminum over 04/122024 Yes Yes NIA +N/A/ 15f32&qua; Plywood -101.0PSF 6 1.5&qua; 24ga. Gulf Snap 1.5&quct; Gulf Sap 24ga. 16&qua; Wide Roof 04/122024 Yes Yes N/A +NIAI Panel veer 15/32&qud; Plywood -116.OPSF 7 1.5&qua; 24ga. VerseLoc 1.5&qua; Versal-oc min 24ga. 16&qud; wide Roof 04/122024 Yes Yes N/A +NIA/ Panel over 15f32&qud; Plywood -123.5PSF 8 2&qua; 249a. MegaLoc Min 24 Ga. 2&qua; MegaLoc 18&qud; wide Roof 04/122024 No Yes NIA +N/AI Panel over 15f32&quot; Plywood -108.5PSF 9 24 Ga. Gulf Lok inn 24 Ga. Gulf Lok 16&qua; Wide over 15f32&quot; 04/122024 No Yes N/A +N/Ah96.7PSF Plywood 10 24 Ga. Gulf Seem Min 24 Ga. Gulf Seam 16&qud; Wide Roof Panel 04/122024 No Yes N/A +NIA/-93.5PSF aror 1x4 Wood Purkns over 15/32&quat; Plywood 11 24 Ga. Gulf Seam Min 24 Ga. Gulf Seem, 1 3/4&quct; Snap Lock. 04/122024 No Yes WA +N/AI 18&qud; Wide Roof Panel over 15a2&qua; Plywood -108.5PSF 12 26 Ga. 5V Crump Min 26 Ga. 5V Crimp Roof Panel over 15/32&qud; 04/122024 Yes Yes NIA +N/A/ Plywood -156.5PSF 13 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp over I5f32&qua; Plywood 202 04/124 No Yes N/A +N/A/-131.PSF 14 26 Ge. 5V Crimp Min 26 Ga. 5V Crimp Roof Panel over 1x4 Wood 04/12/2024 No Yes N/A +N/A/ Purlins over 15f32&qua; Plywood -156.5PSF 15 26 Ga. Gulf Lok e de Rod Panel over Min 26 Ga. Gulf Lok 16&quaWid 04/122024 Yes Yes N/A *N/A/ 15132&quot; Plywood -161.0PSF 16 26 Ga. Gulf Lot Minn 26 Ga. Gulf Lok 16&quot Wide Roof Panel over 04/122024 No Yes WA +N/Al-63.5PSF 15132&qua; Plywood 17 26 Ga. GuhlFBR Min 26 Ga. Gulf PBR Roof Panel over 15a2&qud; 04/122024 No Yes N/A +NIA/ Plywood -154.7PSF Florida Department of Business & Professional Regulation Page2d2 Building Codes and Standards 3rA=1e Product Approval Application Detail �g jt Pfoduet ModN. Mrmber or Nanr Quality $ � Qp Assurance Amoved for Use Approved In HVIU Outside for Use NVNZ Iff"Ind Resistant geslan jam, 18 28 Ga. GutfPSR Min 26 Ga. GuIfPBR Roof Panel over 1x4 Wood 04M22024 Yes Yes N/A +N/AI Puri ns aver 15f32&quoit Plywood -151.7PSF 19 26 Ga. GuffPSR Min 26 Ga. GU#PSR over 15132&quot; Ptywoed 04/122024 Yes Yes N/A +NIA/ -154.7PSF 20 28 Ga. GulfPSR Min 26 Ga. Gu11PBR over 1x4 Wood Pudins over 04/122024 No Yes N/A +NIA/ 15f32&quot; Plywood -151.7PSF 21 26 Ga. GulfRib Men 26 Go- GutfRib over 1x4 Wood Purflns aver 04/122024 No Yes N/A -NIA/ 15f32&quat; Plywood -164.2PSF 22 26 Ga. GulfRib Min 26 Ga. GuMlb over 15/32&qud; Plywood 04/12/2024 No Yes NIA +NJAJ 159.2PSF 23 26 Ga. GUI1RIb Min 26 Ga. GuI1Rib over 15/32&qud; Plywood 04/12/2024 Yes Yes N/A + NJA/ -159.2PSF 24 26 Ga. GuttRib Min 26 Ga. Gu"Rlb over 10 Wood PurBns ova 04/122024 Yes Yes N/A +N/A/ 15132&quot Plywood -164.2PSF 25 29 Ga. GulfRib Min 29 Ga. GulfRib over 1x4 Wood Purins over 04/122024 No Yes N/A +WAJ 1552&qud; Plywood -123.5PSF 26 29 Ga. GulfRlb Min 29 Ga. GUIfRib over 15/32&qud; Plywood 04/122024 No Yes N/A +N/A/ -146.0PSF 27 29 Ga. GulfRib Min 29 Ga. GuRRib over 1x4 Wood Purling over 04/122024 No Yes N/A +N/A/ 7/16&qua; O.S.B. -101.OPSF 28 29 Ga. GutiRib Min 29 Ga. GulfRib over 7/16&quot; O.S.B. 04/122024 No Yes NfA +N/A/ -116.OPSF Code Version: 2017 FL #: 11651 Application Type: ALL Product Manufacturer: ALL Category: ALL Subcategory: ALL Application Status: ALL Compliancs Method: ALL Quality Assurance Billy Contract Expired: ALL Product Model, Number or Name: ALL Product Descriptiom ALL Approved for use In HVHZ: ALL Approved for use outside HVHZ: ALL Impact Resistant: ALL Design Reasue: ALL Date From: ALL T : ALL Date FanAna i2 arpa Version yaps j j YOUNI & y Aftmatil FBC Approval eppLgmQ Abil t Revision 2017 $mad Vent Products, Inc. Michael Graham Hermes F. Norero P.E. Locke Bowden P.E. 08M 7/2018 08/172018 08232018 1 OV0812018 Approved Category: Structural Components (877) 441-8368 PE-73778 (334) 300.1800 subcategory: Products Introduced as a Result of infoQsmedwt.com New Technology Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Product Model. Nu Quality Assurance r&akmLzmbtwaaa Aooroved forUse Approved ID f VHZ 21111111111hUm is Use Imps i 21LI iM Riil� Primure 1 SmartVent Model 01540.510 Dual Function Flood and Ventilation Vent 12/312020 Yes Yes N/A +100/-100 2 SmertVent Model #1540-511 Duel Function Flood and Ventilation Vent 12/312020 Yes Yes N/A +100/-100 3 SnertVent Model #1540.520 Insulated Flood Vent 12/312020 Yes Yes N/A +100/-f00 4 SmadVent Model #1540.521 Insulated Flood Vent 12/312020 Yes Yes NIA +1001.100 5 S artVent Model #1540-524 16&qud; Garage Door Flood Vent 12/312020 Yes Yes N/A WA 6 SmartVent Model #1540.570 Wood WWI Insulated Flood Vent 12/312020 Yes Yes N/A +100J•100 7 SmattVent Model #1540.574 14.5&qud; Garage Door Flood Vent 12/312020 Yes Yes N/A WA A3 FL17244.1 - ESR-3455 12/31/2020 ¢x A23 FL10446.2 ESR-26M 12/31/2020 HD210-2 FL17232.3 ESR-3445 12/31/2020 HU2102 FL10856.4 ESR-2549 12131/2020 HD212-2 FL17232.3 ESR-3445 12/31/2020 HU212-2 FL10856.4 ESR-2549 12/31/2020 _ HD216 _ FL17232.3 ESR-3445 12/31/2020 HU216 FL10856.5 ESR-2549 12/31/2020 HD216.3 FL17232.3 ESR3445 12131/2020 HU2163 FL10856.1 ESR 2549 12131/2020 HD26 FL17232.2 ESR-3445 12131/2020 HU26 FL10856.3 ESR2549 12/31/2020 HD28-2 FL17232.3 ESR-3445 12131/2020 HU28-2 FL10856.4 ESR 2549 12/31/2020 HD410 FL17232.4 ESR-3445 12J31/2020 HU410 FL10856.9 ESR-2549 12(31/2020 HD412 FL17232.4 ESR-3445 12/31/2020 HU412 FL10856.9 ESR-2549 12/3l/2020 HD610 FL17232.4 ESR-3445 12/31/2020 HU610 FL10856.10 ESR-2549 12/31/2020 HD0410 FL17241.7 ESR-3444 12131/2020 HUC0410 FL11468.11 SIM200804 12/31/2020 HGA10 FL17699.1 Evaluation Report 12/31/2020 HGA10KT FL11470.4 SIM200803 12/31/2020 HGAM10 FL17699.1 Evaluation Repot 12/31/2020 HGAM10KT FL11470.4 SIM200803 12/31/2020 HHCP2 FL17236.7 ESR-3448 12/31/2020 HCP2 FL10447.2 ESR-2551 12/31/2020 HTA16 F07680.4 Evaluation Report 12/31/2020 HETA16 FL11473.5 SIM200802 12/31/2020 HTA20-18 FL17680.4 Evaluation Report 12/31/2020 HETA20 FL11473.5 SIM200802 12/31/2020 HTT16 FL17324.2 Evaluation Report 12/31/2020 HTT16 FL11496.1 ES-0130 12/3l/2020 IiTT45 �� FL17324.2 Evaluation Report 12/31/2020 HTT22 FL11496.1 ES-0130 12/31/2020 HTW16 FL17244.8 ESR-3455 12/31/2020 HTS16 FL10456.22 ESR-2613 12/31/2020 FL17244.8 ESR-3455 12/31/2020 HTS20 FL10456.23 ESR-2e13 12/3_l/2020 _HTW20 HTW24-"-" - FL17244.8 ESR-3455 12/31/2020 HTS24 FL10456.24 ESR-2613 12/31l2020 HTW30 FL17244.8 ESR-3455 12/31/2020 HTS30 FL10456.26 ESR-2613 12/3l/2020 HTWM16 FL6223.2 Evaluation Report 12/31/2020 HTSM16 FL11473.11 SIM200802 12t31/2020 HTWM20 FL6223.2 Evaluation Repot 12/31/2020 HTSM20 FL11473.11 SIM200802 12/31/2020 HUGT2 FL6223.3 Evaluation Report 12/31/2020 HGT2 FL10456.18 ESR-2613 12/31/2020 HUGT3 FL6223.3 Evaluation Report 12/31/2020 HGT3 FL10456.19 ESR-2613 12/31/2020 HUS210-2 FL17232.6 ESR3445 12/31/2020 HUS210-2 FL10856-R4 ESR-2549 12/31/2020 HUS212-2 FL17232.6 ESR-3445 1201/2020 HUS212-2 FL10856.11 ESR2549 12J31/2020 HUS26 FL17232.6 ESR3445 12/31/2020 HUS25 FL10856.11 ESR2549 12/31/2020 HUS28 FI-17232.6 ESR-3445 12/31/2020 HUS28 FL10856.11 ESR 2549 12/31/2020 HUS28-2 FL17232.6 ESR-3445 12/31/2020 HUS28-2 FL10856.11 ESR-2549 12/31/2020 ___._.._..JL24 --- FL17232.7 -ESR-3445 --- 12131/2020 W24 FL10655.103 ESR-2549 12/31/2020 JL25 FL17232.7 ESR-3445 12/31/2020 W26 FL10655.104 ESR-2549 12/31/2020 JUS2_10-2 FL17232.11 ESR3445 12/31/2020 LUS210-2 FL10655.107 ESR-2549 12/3l/2020 _ JJS24 _ FL17232.10 ESR-3445 12/31/2020 WS24 FL10555.109 ESR2549 12/31/2020 JJS26 FL17232.11 ESR3445 12/31/2020 WS26 FL10655.111 ESR 2549 12131/2020 JUS26-2 FL17232.11 ESR-3445 12/31/2020 WS26-2 FL10655.112 ESR-2549 12/31/2020 JJS28 FL17232-11 ESR-3445 12131/2020 WS28 FL10655.113 ESR2549 12/31/2020 JUS46 FL17232.11 _ ESR3445 12/31/2020 WS46 FL10555.118 ESR 2549 12(31/2020 KLEG3 FL17241.15 ESR-3444 12/31/2020 LEG3 FL10687.71 ESR-2615 12/31/2020 KST200 FL17244.15 ESR-3455 12/31/2020 MST60 FL10852.7 ESR 2105 12(31/2020 LSTA12 FL17244.18 ESR-3455 12/31/2020 LSTA12 FL10852.4 ESR2105 12J3l/2020 LSTA15 FL17244.18 ESR-3455 12/31/2020 LSTA15 FL10852.4 ESR2105 12/31/2020 LSTA18 FL17244.18 ESR-3455 12/31/2020 LSTA18 FL10852.4 ESR-2105 12/31/2020 LSTA24 FL17244.18 ESR-3455 12131/2020 LSTA24 FL10852.4 ESR-2105 12/31/2020 _ _ LSTA30 a -- FL17244.18 - -- ESR-3455 12J31/2020 LSTA30 FL70852.4 ESR 2105 12(31/2020 L.STA36 FL17244.18 ESR-3455 12/31/2020 LSTA36 FL10852.5 ESR-2105 12/31/2020 LTS19 FL17219.2 ER-0200 12/31/2020 LTT19 FL11496.3 ER-130 12131/2020 LTS208 - _ FL17219.2 E1k-0200 12/31/2020 LTT20B FL11496.3 ER-130 12/31/2020 LTT131 FL17219.2 ER-0200 12/31/2020 LTrim FL11496.3 ER-130 12(31/2020 LTW12 FL17244.8 ESR-3455 _ - 12/31/2020 LTS12 FL10456.29 ESR-2613 12(31/2020 WGT2 FL17240.2 ESR-3447 12/3l/2020 LGT2 FL11470.7 SIM200803 12/31/2020 MP3 FL17244.22 ESR-3455 12/31/2020 LS30 FL10446.15 ESR26M 12J31/2020 MP34 FL17244.23 ESR-3455 12/3l/2020 A34 FL10446.3 ESR 2606 12(31/2020 MP4F FL17244.24 ESR-3455 12/31/2020 LTP4 FL10446.19 ESR-2606 12/31/2020 _ MP5 FL17244.22 ESR-3455 12/31/2020 LS50 FL10446.16 ESR 2606 12/31/2020 MPH3516 FL17240.3 ESR-3447 12/31/2020 WMI416 FL10667.86 ESR-2615 12/31/2020 MSTA12 FL17244.18 ESR-3455 12/31/2020 MSTA12 FL10852.8 ESR-2105 12(31/2020 _ MSTA15 FL17244.18 ESR-3455 12/31/2020 MSTA15 FL10852.8 ESR-2105 12/31/2020 MSTA18 FL17244.18 ESR-3455 12/31/2020 MSTA18 FL10852.9 ESR-2105 12l31/2020 MSTA24 FL17244.18 ESR-3455 12/31/2020 MSTA24 FL10852.9 ESR-2105 12/31/2020 MSTA36 FL17244.18 ESR-3455 12/31/2020 MSTA36 FL10852.9 ESR-2105 12(31/2020 MSTC40 _ _ FL17244.26 ESR-3455 12131/202D MSTC40 FL10852.11 ESR 2105 12/31/2020 MSTC52 FL17244.26 ESR-3455 12131/2020 MSTC52 FL10852.11 ESR-2105 12/31/2020 MTW12 FL1_7244.8 ESR-3455 12/31/2020 MTS12 FL10456.33 ESR-2613 12/31/2020 MTW16-FL17244.8 _ ESR-3455 12/31/2020 MTS16 FL10456.34 ESR-2613 12/31/2020 MTW18 FL17244.8 ESR-3455 12/31/2020 MTS18 FL10456.35 ESR-2613 12/31/2020 MTW20 FL17244.8 ESR-3455 12/31/2020 MTS20 FL10456.36 ESR 2813 12(31/2020 MUGT15 FL17240.5 ESR3447 12/31/2020 MGT FL11470.9 SIM200803 12/31/2020 NFM35)(12 FL578.2 Evaluation Report 12/31/2020 MBHA3.56/11.25 FL13904.6 ESR 2616 12/31/2020 NFM35X16U FL578.3 Evaluation Repot 12/3l/2020 MBHA3.56/16 FL13904.6 ESR-2616 12J31/2020 PAU44 FL17239.13 ESR-3449 12/31/2020 HDU2SDS2.5 FL10441.4 ESR-2330 12131/202D PAU66 FL17239.13 ESR-3449 12/31/2020 GLTV3.516 FL10667.8 ESR 2615 1213112020 PHD2A FL17219.3 ER-= 12/3l/2020 FGTR FL11473.2 SIM200802 12131/202D PHXJ3516 FL17241.20 ESR-3444 12/3l/2020 CS16 FL10852.1 ESR-2105 12/31/2020 RFUS FL8223.5 Evaluation Report --_ 12131/2020 H1 FL10456.5 ESR-2613 121'31/2020 -- -RS150 FL17244.27 ---- ESR-3455 12%3l/2020 H10 FL10456.6 ESR-2613 12/3l/2020 RT15 FL17236.3 ESR3448 12/31/2020 1-110-2 FL10456.7 ESR-2613 12/31/2020 RT16-2 FL17236.2 ESR-3448 _ 12/31/2020 H10A FL10456.6 ESR-2813 12/31/2020 _._RT16A._._...__, FL17236.2 ESR 3448 12J31/2020 H3 FL10456.13 ESR-2613 12J3l/2020 RT3A FL17236.3 ESR3448 12/31/2020 H4 FL10456.14 ESR-2613 12/31/2020 RT4 FL17236.3 ESR3448 12/31/2020 H5 FL10456.15 ESR-2613 12J31/2020 RT5 FL17236.3 ESR3448 12/31/2020 1-12.5 FL10456.11 ESR-2613 12/31/2020 RT7 FL17236.3 _ ESR-3448 12(31/2020 H2.5A FL10456.12 ESR-2613 12/31/2020 R77A FL17236.3 ESR-3448 12/31/2020 H8 FL11470.3 SIM200803 12/31/2020 RTBA FL17236.3 _ ESR3448 12(31/2020 SP1 FL10456.41 ESR-2613 12/31/2020 SPT22 FL17244.30 ESR-3455 12(31/2020 SP2 FL10456.42 ESR-2613 12/31/2020 SPT24 FL17244.31 ESR-3455 12/31/E020 SP4 FL10456.43 ESR-2613 IV31/2020 SPT4 FL17244.32 ESR-3455 12/31/2020 SP6 FL10456.44 ESR-2613 12/31/2020 SPT6 FL17244.32 ESR-3455 12J31/2020 SP8 FL10456.45 ESR-2613 12131/2020 SPT8 _ FL17244.32 ESR-3455 12/31/2020 SPH4 FL10456.46 ESR-2613 12131/2020 SPTH4 FL17244.32 ESR-3455 12/31/2020 SPH6 FL10456.47 ESR-2613 12/31/2020 SPTH6 FL17244.32 ESR-3455 -ESR-3455 12/31/2020 SPH8 FL10456.48 ESR-2613 12/31/2020 SPTH8 FL17244.32 -- - - - - ---- 12/3l/2020 U24 FL10655.141 ESR-2549 12/31/2020 SUH24 FL17232.13 ESR-3445 12/31/2020 HHUS28-2 FL10655.3 ESR-2549 12J31/2020 THD28 FL17232.16 ESR-3445 12J31/2020 HHUS410 FL10655.4 ESR-2549 12/31/2020 THD28-2 FL17232.16 ESR-3446 12/31/2020 HGUS5.25/12 FL11466.11 SIM200804 12J31/2020 THD410 FL17232.16 ESR3445 12J31/2020 HGUS414 FL11468.10 SIM200804 12/31/2020 THD412 FL17232.16 ESR-3446 12/3l/2020 HD48SDS3 FL10441.1 ESR 2330 12/31/2020 THD612 FL17232.16 ESR-3445 12/31/2020 MSTAM24 FL11473.19 SIM200802 12/31/2020 _ THDH414 FL17232.17 ESR-3445 12(31/2020 MSTAM36 FL11473.19 SIM200802 12/31/2020 UGTS3F FL2033.1 Evaluation Report 12/31/2020 MSTCM40 FL11473.19 SIM200802 12/31/2020 UPHD8 FL17219.5 ER-0200 12(31/2020 HHETA20 FL11473.9 SIM200802 12J31/2020 - - - LGT3SDS2.5 FL11470.7 SIM200803 12/31/2020 LGUM26-2 FL11473.12 SIM200802 12%31/2020 May 27, 2020 PRODUCT APPROVAL SPECIFICATION SHEET (2018) As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Category/Subcategary Manufacturer Product Dewrlptlon Approval Numbers Test Pressures Exp. Date 1. EXTERIOR DOORS A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON4MPACT) FL20461.1 +67.0/-67.0 psf 12/31/2021 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.6 +67.0/-67.0 psf 12/31/2021 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.9 +67.0/-67.0 psf 12/31/2021 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.14 +67.0/-67.0 psf 12/31/2021 ThermaTru Classic -Craft and Benchmark FL15225.1 +67.0/-67.0 psf 12/31/2021 ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 psf 12/31/2021 ThermaTru FiberClassic, Smoothstar, ClassicCraft, Rustic FL7640.1 +67.0/-67.0 psf 12/31/2021 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf 12131/20 00 PGT Series 5570 FL251.10 4/14/2021 C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psf 5/21/2028 Clopay Building Products Residential WindCode Doors W5 (16X7) FL15279.53 +30.0/30.0 psf 5/21/2028 Clopay Building Products Residential WindCode Doors W6 (8X7) FL15279.85 +38.0/-42.0 psf 5/21/2028 Clopay Building Products Residential WinclCode Doors W6 (16X7) FL15279.102 +37.0/-41.0 psf 5/21/2028 D. METAL LOUVERED DRS Curries Division ofAADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sit) 12/3l/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.0/-55.0 psf 10/8/2023 PGT Series 5500 FL239.7 7/30/2020 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.0/-50.0 psf 2/16/2024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.0/-40.0 psf 4/3/2023 PGT Series 5520 FL243 4/30/2020 D. MULLION MI Windows and Doors Series 5764 FL15353.2 WA 12/31/2020 PGT Series 5500 FL261.1 WA 5/26/2021 E. OTHER 3. PANEL WALL James Hardie Buit�ng Prod. Cemplank Lap Siding and HardieP,lank Lap Siding FL13192.1 - FL13192.2 A. SIDING NIA 12/31/2020 B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psf 12/31/2020 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 WA 12/16/2022 B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328.6 WA 10/18/2021 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 WA 12/3l/2020 Lomanco, Inc DA-4 Exahust Vent FL17202.1 WA 7/10/2021 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 WA 12/3l/2020 Boral Tile Saxony 900 FL7849.16 - FL7849.20 WA 12/31/2020 F. METAL ROOF Gulf Coast Supply& Manufacturing, LL 0.032" Aluminum GultLok 16" wide roof panel FL11651.2 R3 WA 4/12/2024 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 WA 12/3l/2020 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 WA 12/31/2020 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 WA 12/31/2020 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 1/1/2023 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 WA 3/31/2021 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 WA 5/21/2022 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 WA 5/25/2024 W 't3 O p� N � L o- 0 0 CQ CU � 0 ca.O 0 N 3 CU 0 O L.L O CU .� -0 � CUQ O Q H- -0 �+O W < pr,� SHEET NO. PA 1,0, Florida Department of Business & Professional Regulation page f wa Building Codes and Standards v122a1a Product Approval Application Detail Entlri er gear, gam, Dios Pond- g■, 1Yee lit " unum = So ErwneeraUnense VNldredav XWW" AltMdbd I=Amrovd Aret9eed ( Revlebn 2017 Therms•Tru Corporation Pock Wight Lyndon F. Schmid, P.E. Ryan J. Kkg, P.E. 101152017 OIIIYA17 10/18017 12/1212017 Approved Cst.g.y: Exterior Doors (499) 298-1740 PE43409 (013) 767.6555 subcategory: Swinging Exterior Door Assemblies rickWCnabidgenadrds. Compliance Method: Eaaaason Report from a coon Fkalds R.Odwad Architect a a Ucemed FbrtOe Professional Erpmer 29 f . Purdue! Medtl- Nunbr etNun. Q-11WAeanpaa Purdue! O.ndoean C.kn gLExpirsfiga,QB)e Anwevedfor Us, A—clf-Un in KWO: Outside 14VHZ IMnd 13-1- $et%�egt �agyLi 1 a. ThermaTnu Flow-Chook and Smootlfslr Non" 6sA09;e&quo1Noo-lmpecl&quot; Opaque 12031r2M No Yes No N/A Composite Edge Fiberglass SkV* Door pnwvtlproaswhg; X cwmgwedm) 6 T Iftmw7ru Smowm• NemhW &qurNOningncl"; Opaque 12/3V2020 No Yes No WA Composite Edge Fbarglass Single Dow navingKlWsvRg:xca. n) 9 I.7hwm&Tru FWo-Clersk rd Smooth-Mw Nomhw 6aai9;81"*W nI.Wct&gm; Glared 12/312020 No Yes No N^ Composed. Edge FlMrgWs Slagle Door On-inVOrtw4g: X cmBWraeon) 14 n. TMrm&Tru RNer-CWs* and 6mioosF&ar ; Glared 12131/203g Nominal 8 No Yes No WA a Edge � pnsei :X Florida Department of Business & Professional Regulation Page3aS Building Codes and Standards ,v,v2wa Product Approval Application Detail Cade. EotlotsL gate 20 Dad, P-cff— 2a jyge YEWM L Enwlur 8 Udrwe Vtlideted av t1lb n d FECggggyel AnNIIffi ■eI& R4AIW 2017 Therms-Tu Corporation Rick WIp16 Lyndon F. Sdpmd. P.E. Ryan J. King, P.E. 12M3/2017 12M32017 12/21r1017 02/13R016 Approved caegwy:Edww Ooms (419)2MI740 PE4M09 (013)767-6655 9ubCstegory: SAnpmp Exterior Door AsMmb11M yansuitads. Compliance Method: EropwYOtl Report from a cwe Florida Replalered Architect or a Licensed Florida PraeasbnN EngYler . . Q WIty Aseunne &awewa Ponds Arm "dferU, JMULt Deal - In WVHZ Wake1Nid Resistant LJee-, 1 a. Thrm&TN Fbr-C** and Smooth -Sher Nom9+N SM98 AapdWon-Impect&qua; Opaque 12412021 No Yes No N/A Composite Edge Fiberglass Slagle Dow (InsNngWratt"; X configuration) 6 f. TMrm&Tru Ftw-Cwsk and Smooth -SW Nominal I)SAW;0 "MNonlmpact"A: Opaque 12412021 NO Yea No WA Composite Edge Faergw: Sorge Dow 0m> +ee4ro: x C&MOMeen) 9 I. Thom*Tru FOa-Classic eel Smooth -SW NommN. 6eda98&guoiNon4mpM&qua; Glared 12/311=1 No Yes No WA Composite Edge Fiberglass Sims Dow pmvlingA utinsi g; X con igwellon) a Composite EdgeFloeyMa SWO Dow e (tmwmglOMpA4tg; X twMigurdwi) Florida Department or Business & Professional Regulation Pap 2.12 FiWdda DelparMrarit of B(»iRas & Prohsebnal Regulation Building Codes and Standards 1=020 Building Coda and Standards Product Approval Application Detail Product Approved Apprgtion Dad Btl/tlkt DIWIh AaaLMU wig Amend for Use IM20 219M (refit Product Model. Number err Nand in Nviz Slot" "M Resistant�M odt m i SERIES 420ALUMINUM SGD SERIES 420 ALUMINUM SGO OXO 12131/2020 Na Yes No WA � m� S lmd �i� N(� 14&3/4&quotxW&qua;NON-REINFORCED RaViabn 2017 Cfeplar Waang fModrrcte Caro"Musk VJeawYM lullsrlea Tasting 8apieas Nt OMY pastels 2 SERIES 420ALUMENUM SGD SERIES 420ALUMINUM SWOX XO. XX 12/312020 No Yes No WA caseOeer. bearer Gape (513)7708062 Iris (513)8194BM 96&4uax&0&qua' NON -REINFORCED Alh1ala8, x:Ssdiw lfdwl rDwwJlea WMW nmadwftmodqw'nnl Pagelal amebae Rib Rib OdLbefl■ Rita Idd" Aam" aGrA000sd Amos" nit IIAM 017 MN012017 12105r2017 Approved 3 SERIES 420 ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM SGo REINFORCED OXO 12/312020 No Yes No N/A Corpawas Molme Crnuaon Mork w LiMlg 145.3(4&quw;x96&qua; 4 SERIES 420 ALUMINUM SGD REINFORCED SERIES420ALUMINUMSGDREINFORCEDOX, 17/312020 No Yes No WA BtlliIIii.Looaeda XO, XX 96&quotz966quw: ARUBOA&Ltt Ag9m ILOKMO Wd am" 5 SERIES 420 ALUMINUM SGO REINFORCED SERIES 420 ALUMINUM SGD REINFORCED )OD( 17/312020 No Yes No WA )tg iLow laNmQ RNUdtjm BWAWS LNG 143&quw;x96&quot: 37 M7 W&W PA142F151: N& M, 73, 75, 15W, 190, 76, SWI Pon (cat. 25OIL) EMb-Car (up a 90' Wds) 0521t= no Yes No 430 PSFFA2 761, 41RI 4RBF, OW. MW. 2R9T.40,42, 55, 4013, WINIDOODESM74, W5 9 - Dow PSF 421L M& MM. GOOV, Glass, ORB1/, ARM ARM, 8D&S, ED58V Florida Depertnrait of Bu driesA & Prd so"-dd Regulation page 1 a t Wilding Codes and Standards lamas Product Approved Application Dalai nmimy4a Sdk odtff Rill gm mok meta Rio DA via" bmaamot SEbd MoY■L&LMM !d■atila N dkbw giant EWANamal Ao mmo nit Ravbbn 2017 CLNUM OMMion o(AADG, has Dadle Dad LLLLC TW semen, PE 1113WJDIT 1020/J017 izft r7 ApplwrW Caeewy:6drlar Doper (841)M*aa4 (305)804707 1 111. ewy: Is Dow Compowr d.a edamaasaMbN co CrpYsrMMMa: CatMMasn lasrk a Lleag m godkAn AMEModbcSt Aar.MOiclt kno on" Mar LSmdRirtl9tl■ iamadCEroatl■gar klllBf; glmaelm Arid" Casio■ 1 607,707,727,747, aria 547 Skib ad Pain a Doers Fawn, Glared. and LadoMW single laid pees of 121512025 Yes Yes Yes WA 9araw mesad, Florida Department of Business & Professional Regulation Building Codes and Standards Product Approved Application Detail P.g.2 w2 lr20=0 211111111 Addt. am Die getter Bit D(e ytpp mmulackm Contact Edrnaral.lanr VaNaatedBe Ydldie Am.ed FBCAoaroval Ape[41ed tag, R.A.i. 2017 MI Wnd-a and Dows &ant Stanger American Anti tewuml Steven M. Udch, PE 0604I2019 06042019 0607r2019 Apwwad Celagwy: Wndovn (717)385.3300 Manufacturers Association (717)3178454 rbCrogory: Fred balmgw(grmkvd.eom Compllree Metmod: Csrwcabon Mork w Listing 1;tdiatiSrNllrtb ,. _ .. Aawawd for Use A ssm-d for Use Imp Dad - ant Product Model. Nu be, w Memo Ss sId Meatlmee In HvHZ S&aade HVKZ loOrd p- 1 185 PW 73 x 72 mutated Glass 04/032023 Nat Yes No •00,160 fumm l Sta nun via" itmdamm: PwWen 2017 ThamfFTruCapwabn C.1ee•q-a & Dope 0ub0aeewy: Brkgk2 Bhrw Door AdaneYe C..+PaasM YvdM*EseMiatlon peace awn a Flpds ReeMeM ArAMect as LianeM F'Ipds PmeMWw EOk1ea 6 Mar 1 a. ipgtpaatx.erdquot.SglMkBaoo*Nr&gcMt, w8quotdrebRwl Gab Mvlelon 21)17 James Nadia WAS" Final obi urn cia"Wsl PanelWde slbcweorrl Oft C.eps..ee Meets* Evalndon PAW awn a Isksds Faigha sal AMMect a . LlaMod Fkrds RwhMwnw En~ get 2 HwdW d Lap 00% Florida Dpertmsrd of Bkniiess & Profealond Regulisdon Building Codes and Product Approval Application Detail mdkz Sib" M"tiiuf■e Nd■M",ft Rats Wrght Lydon F. Sc aalM, P.H. Ryas J. King, P.S. (419)226-1740 PE43409 (813)787468 ftbmon kWMWWft Cam Pape i of 14018 Rid Rid 91khomm Sett Nlradd ham" EWLASO alMl & OEM" mt IORL2017 110I"180017 10 11017 12N212017 Approved gmeaLh ■afro Aa®WAL(t loadmuLbLo e hand grit DNWAU awdol■ Gaedf"CmmmaLow km= gmtmm 9amb" aiargd 6UM &Wwtknpsdkwt Olwe Faal9laee 12010M No YM Yes WA aftb now-pq" , woubsedpomatiaraon Fiodds Deperklreit of Sudneas & ProtesWaW Regulation Building Coda and StsrKlMds Product Approval Application DMIAN pap iwl II 14018 lefter Rill 20 RMLMIi■ goo OOd Mldm[&iYmm > � ham" > Ao omm at PO ashe Zhu Ronald 1. Olives Jahn SwMard P.E. 026017 oggw l7 060-212M7 10111612017 Approved (00 340.2n7 PE$4121 (362)3s7.2M weopo gooLh ■ef &MRM"d for Use A Use a" geed■ IMAWLRimddln Ga"oosiabatle9O oAlaQ gwd malt Room arm■ 1eMpnwa Imp edMe 1213120M YM YM WA WA Florida Department of Business & Professional Regulation Falls 2 of3 Building Codes and Standards irlw= Product Approval Application Detail Imft3gigm EMA Product Model. Mercer or Mama Product Desubtlon Cwdr&d Exciration go In "M Outside HVNZ Restated PL9WN 2 185 SH 52x72 F"IanM Frame IGrBG Single Hung lQR%n023 No Yes No +e01-60 Florida Department of Business & Professional Regulation P.g.2a2 Building Codes and Standards WTWX Product Approval Application Detail rada lEntRx.0i no Data Drat pwallm par MUM vddn tiaNdflaloe pBdf6i FnoadowALicense Valid" Maria" gilmtma avCAmmlat A09md ■" Rolston 2017 PGT Industries Jens Reeowsld MWMI-Dad. BOCO-CER MIaml-Dade SCOO- VAL 0225/2020 01272020 0712p2020 AW—d C.Mgwy: Wntlaw (941) 466-0100 086) 315-2590 Subcategory: Fixed 1—klppomdusm.tc Cwofl ea Method: Certification Man w Listing was for We Amrg cl fw Use Inert 2e9m.:. go ern MINIM moubliNK Re WIN 2017 Jwrias Fedia swift pmdow Ms. Caeeay: Parts WaL emcd*W. slam Owatonna NMM* Evaluation Reeser form. take Re9l•erad Ardaaet or aLlorlaad Raw Prolasaarw En~ tsaa�rMb aver 2 Naalaprla Lp ekag Florida Department of Business & Professional Regulation Page I oft Building Codes and Standards nono26 Product Approval Application Detail Quafity . Aoorowd to, Use A—ved for U, bnDWi Rider Florida DeperhrleM of Busklass & Pmk$$WW Regulation prpa i w i Building Coda and SteMWs tame Product Approved Appleatloi Detail lofta 2OLemen 20 Rile" > Xdi W M�q i AMM" nit pkgWno Zhu RWO LOtimes Jose Saniwg, PJL 00rt502017 ORION=? 06122IM? 1QMQ2017 Approved (9M)34i2927 PE-24121 CM 3874M ;',' >saillpnMeher se.own 9tallLAarr■e Aso Jlr AmMMUESds pro Rid■ EM&MLGmdol a andeawWMMe9m lamas: giaddLum arced Lem■ siwarnwa Imp SWG 1miam Yes Yes WA WA Flory Dep ritimeM of Business & Rdndonm Rgpk* n Page 1 a t Building Codes said Standards 1111=14 Product Approval Application DstaN amigum gads mft cr 20 )are 2NLb din Rift MONO lmum alfotrAOE 2mom MdomLAM sea NdWOO Sic[ zwkNad amrtidd fWAmMO A■mai mm Revision 2017 Tlwrn-Tru COMONOM Pick"Sit Naawal AUNKNederl& aty"J. 04 P.E. 12FAMIT O21FAIT 12M212017 Approved ceaeeorsr Sawbrpowe (419) 2WI740 NeaseanM kwdae (B13) 7674M eebDaeepy: BeAnpap Bliadw DoorAaearMM � Cawp9eaa Ms@w* Cwl9lwtlwn Mark w Ualap am gmdkAm■lga A MOLULit A■ NUMLWf tam& )ands Sat I= 1. Kam gmmLum Atdrlm holm■ 1 a. BgnKCb@W*4rgnquak and &gmtBwmMrmk by a and 800 Opaque, and Grand FeeryW DOWSO 12031AIM NO YM No WA Trwaa-Tm&gnt wdedhaaSNsMM.lool and OuMaYg FlorWa Departinent of Busksss & Proheeloral Regulation Building Codes and Sterrdmds Product Approval Application Datall Page I a 1 vamu 11 Rich he= Rib Rib g■.mlt gate imf Nbon Munhom Sams ambou mm Assiut MONO McMaW agl La mod &■■era meet Revision 2017 Dbpas"ft products C-0" MMcWNaWr&eld k1wl " Too" Swvkr WL Gary phrhlor IIry 017 OW112017 12050017 Approved caeewy: @drlor Dogs (613) T104 M Inc. (513) bi"M$ DI*Caleewy: SedbneI EdNW Dow Association �eyAp11 CoaprnMMMaed: Ce40cft n Mark w uo" 9rMLAsrmsof ANsmleArllr Ammuatult am Rid■ Ma! PAiliRiaO■tle SalratlaraiweRilt Ielgaa20MLLM Bob= Let■■ 53 00 WF18 140IF7753: bilk 94.7% 73. ISM, 190, 4R8T, Seal Pan (mm. n et) Opdes4 se (ST Is 15'0' 052120e No Yes No e30 PSFAW 4RBF.OW, BRBF, 41L 42, W. 48K 426.556. MM wda) WPe)00DEWi74; WS Oanaps Dow PSF GOW. ORs& GROW, ARB, AR WV, MM, ED58V Florida Daparitill of Business & ProfeWonal Raguaton pap I al Building Corns and Standards um/e Product Approved Application Defall Spat (imALm Rib gib 2dLbndt go ma 912M Moubdml GaOW Mdn"illoamf NbN■aAM vblOfYd hbrAM 91CAMMO An■Md mad RNVWM 2017 cwm &aft k"" cwrl4mw mwk Weeerw karek Testing SWAM nit Oft Phrhler 11*1=17 OBn042017 12105FA17 Approved cdeewyl i , , Dows (513) T?Oa= W. (&is) 5104 M anbeeeeain. SectionsWaist DowAMwiaas 111, .aom Caawlmm Nledfe* P Mc W MarkwiJMYq BAtti�.lJmYm 91aMLAmrMn AnmdSoclbN AemNiAGYe once ado grog ZMANLRalYdln GambezE Mltgm kLIM awNdLE a BONO PJaettr ■ MS MM4t PAN.2 S& 73, 75, MIL 94.42. 4% 42K 48% Beta Pan glis 25016) 6age4'W (up b W wide) OL21FA25 No Yes No e38 PSFA42 or 4R$T, MT. GOB.Ns, AR68, ®r6 WAtDCODEWITt We cases Dow PSF Florida Dpanmmd of Bushels & ProtssNotW Regulation p g.1 a1 BldkArq Codes said StainJords t eagle Product Approval Appoeatloi DOMN B&til9Y RiOe fmft a 111202 our adLBMOda Rio me NONE ■e11110 m Rind Mlinaca1d M NLL mom N diod Aarlt Bi9A22mal &log" ant RwMbn 2017 POT►ldraklee Dan hallo MmiDvdda lgCCO-DER wbmw)ao 0000-VAL lallG2017 1210d017 12252017 Arprovad 00AWYl Wkdan (9H) a&e•o1M (7B) 3t6aN SMOdoomr. Single More drumialipellealudirliaLown Cowslo ewMe* Detestation Mark of LMIg ansLAnd■e ANmoA.1 AM use Assessed forJaw Y■M gW■ Meg EMON12MIddMgN1oNtL■■IEgO Kim ambmLkm Bohm LAM■ 7 BH45M (Lace W MM k"M Very) Bkob Mpg Wffdow 07/3020120 Yes Yes Yes WA Florida Dpartnrnt of Business & Profsesiorial Regulation page I or I B dkhng Codes and Standards iAmle Product Approval Application Dead! BlJMil6ti Ste hdkz no We grit BM libido m� GROW MmmAlatse Hdml d.M INUMN &Intl" BNdoNNMI Annul min RavNhn W17 POT wdukW Dean Ruck MMni4Mb aCCO-CER nrrlin I BCCO-VAL 12/M/1017 1111VA17 1200=17 Approved Cseewy: Winds" 11*OeYewy; Muawn (941)404100 (Mal 315.no wuarlrepow idesi Ba>i�t1PJ>o■m Cospdrwe Ndbo*CodMcW fMarkwLb" .atom not 9WENAaMoon GaOYtNt"MM¢9m AoKmmd&Lum amemodwim Inffm 9*AIAA r Inn nuim Bodied L■eN 1 WAXIS brM Dope rd VYSldoes Alunbun l l 0&2ot2m YM Yes Yes WA Ma>gt9Nda Florida Depettnisnt of Buakras & PrahaWW Regulation Page I or Bulding Codes and Sta nderO 1 wo/s Product Approval ApO oar w DsdIN LLtlftv24i goal IdIL>t go gilt gt Lbodt 20 DA AMOS NONdONK Rim" M MIKALMa Xdddm AL Ndldrga Ad■ft LIgA-, d A OM nit Roads 2017 AYdle Nkic Ttiampacn Lyndon F. sdwOet P.E. lbws J. K4 P.E. 10MM17 11011113411017 10W1/Z017 12n22017 Approved CdMW.P=WWMM asec seess (330)M,2300 P1434M (313)79746M mm orpi conedres NMM* EWatlon Rphttarn a nMMfasapYaMa Fbda R•sit Amhbdw&Lkw*WFiona. BnMt 9"OLMrvoa AMMMUMLlt lugomdhLum ft d NNE Ma! Em6dt9td■n 96YNdliWNtle9ad tome¢ gldrltmasi 9aakd" LMnIN 1 a. BgMtZT&glat am Vibe a Boat Vkrl NM 1m10020 No Yes No WA Florida DepaMrnt Of B ushress & ProhablW Regulation Passion Bulldog Cooks and SddiCmds imam Product Approval Application Detall Gads ldALm Rile Rile 90efiBd go mu N K" NUMUN ■L Sad" eemm-LuN NO■Idtk Nandi Mtdtmd H IANMN humod nit Revkdn 2017 ThMno-Tn CWPMVN Pock gales NaNadl AodedhOwl& ftao A0%P.E. 12flOW7 0021=7 12/Y20017 Apposed Campy :0, , Down (419)nl-1740 MonewnMteMWae (013)7W4ffU SWOMeewyl A ith p Edarbr DowAaMnbate dda�rwMdoowualMeaa. Cowallo me Nebo* Ca"wMnMark wUs" am atunklumifto !a■wtAm AaAMMUKgn amnia Aftft brad Rift Mar ■ lbB Alm 9NUMUM mol od &A d 6 e. &*Nt8w *Amdgde and &*Ntftmwad by a wd 60 Opaque old Gbood "Wel ss Dow Vft /2131R021 NO Yes No WA Ttwnie-Tlegqumt get INWWA b NOL' I and OuYnkg Florlds Dapertno Of Bushsa & Prolnok W Regulation Bulking Codes end Standards; Product Approval Application Detal Pape/a/ lAmte BANIM Tact lla&K Rid gm 90faft 20 Dm Idiom lmobolm Rime, MmnAMo vdMMNM mddre ArMel" nriAnmed AROMM nit ReVMbn 2017 POT alai be. Dean RMm mmmw)oda S=-CdR A4wnl4)o e11000-VAL 12202017 11252017 12445r ? Appload Cdpgp). Edwior (loon (911)48w100 (led) 315mm aaecobowyr. Barg E I I DWAaeerMW dnlaririlipp*glikiaa own Ceapdnes 00w* creates Mark w Letlne SudkAw Aserandfortba &■nmdfar t boo Ries Mpg EMANtRAudgm ■ Inwha sedd&M nubm faun■ fo son em "Ise Messo a mead V40 gWft Glass Door 0I/14/2021 Yea Yes Yee WA Florida DapaMrnt of Business & Prohalond Regulation Pagel a l Building Coda and Standardis units Product Approved Application DataN Bgfla,!>Hl gads AMNLm our gO RdLemft Rio m& mroa Slmttat GROW Andmt LMM MINIM" 3b Aastim BrLannW A■msd nit Raslebn 2017 callw&eerg R*&me conga" Mrk VVS$t M mole" Tesft erevirM Nt Gay P&wildw 1129/2017 OBMW2017 120612017 Apposed Ceae0•r1l E dwlw Down (613) 770411M tan. (513) 5194M56 Sd4doeorrl aeaww Edellw DowAsWWA a a 'aft" r. Conoft&-life* CoWWoOMMakestide PLM117 MP,dao BAS LAr awnwAbciio m mmu Lum brad Riot dog2mkmLgwbdauaft Amax 2WMk = BEN" Lts 102 102 W&16 PAN.2F153:73.75, ash, M, 42, 45 42& 4M BNN Pan gra1. 259 L) OwA*4er (92' to 18T 11M140211 No Yes No r37 PSFMI 4RST, OW, gross. ORB, AP66. EON wise) y1N000DESM7* WVS eMMp. Dow PSIF Florlds Department of BuWrmm & ProfssWwW Regulation Bulldog Codes and Starldarm Product Approval Application Dotal pagesat tAmis Florida DapaArReM of Business & Probational Regu ladw papa I at Building Codes and SWAsrde umle Producl Approval AppNcstlon DsfaN AlkA L= boo ■ M&AM goO YAMM lL blow Aa WW OCAM O Anook nit Rarsbn 2017 Abdo M* rhoMpaon Lydon F. Schmidt P.E. Ill J. Mop, pa. 10a412017 1010=17 10n12017 IM 122017 APFMV*d Odom. Pa4l9MrM (330) 0224M PE4340 (813) mom si*e bgwy: Bo6b IarmpawlOarMe.own co.pfaMe vedn* EWeaen Rdpd atom s FkaboArlil PFO%01 IF A' er a•LbMasd FbrMs BeSdas9tr7NwdoLe gmdkAm h=MMiftmm AamMdbLlt bw amiss long emar"Rieefre Gaem"ImMN■9m Amalz 9lradtmati; alrrre ENaNe 2 N. aqulotANma, T4&quat eclat Writ or SM VBd 8o0 1m12020 le Yes No WA .e-.a N N N C6 �I U � L N Q O O CU CD O O O O W CIO O U O CIO . 0 -0 O O ♦V .� .4cu— U Q Q z z W J W co O CU If oCC W O L � Q U O v�W�/� / UCC m w a Z Z Q J a SHEET NO. PA 1.1 Florida Department of Business & Professional Regulation Page 3 of Building Codes and Standards + OM25 Product Approval Application DetaII GM ErM, or 20 Dole lionch. Iua Yemen Mutubcwm contactEwlnrLal�nC VU"odBy y allt�W FBC Awroyd aecinfive d 3tagm Revision 2017 GAF Michael Men Robert M..Inen John W. Knezevkh, PE 12n 12019 12f/,2019 12H 82019 ring F13C APpr Category: Roosts 1800) IW341 t PE-59108 (954) 772-8224 heCategoW. Asphalt Shingles msuohcw.cam CompllMrce Method: Evaluation Report flan a Florida Registered Architect or a Licensed Florida Professional Engineer QU,M Ameaaa Aoaosad for Um Aoaowd for Ua kaRLt Was aeae Product Model, Numbar or Morris PrIatuctDowsledion Etm[rimn.Qat! In1001i Oudidd. HVHZ Sanest ft- 1 GAF Asphalt Ravi Shingles F)barghss t.idaced 3-tab, laminated 5-tab end 12/162022 No Yes N/A WA hipMdp asphet riinglas FlorWg DepaMfifiM of Bu*m a Prolallonal Ragulaton Pap, sir, Burins Codes and Stanndards +1e Product Approval AppgeetlaL Detail PLNIMHSM Sono aeMLet are all 2Me.MM aft mm mlwm llrioomt ammm MMrri1Yml YdorrMt Yddd aMrrd fwAmm l asomw ANON& Revlon 2017 LV. Thenpsin, lea. 60Thompson ArdeeceaM Tay Creasman ZadrryP- Plot Lookwo. - 1W10r1017 idna2017 10172017 12/12/2017 Approved MMMs Conpby (TAMcO) (613) 248.NS M74021 (334) 300.1800 cans. -, aoularp tay0potraMihooBng.eom lWgMgoy: ReoMg Accessories NO as an kde9 'Faddiho Rooll ft cetSBsnce Mated: Valuable Repadtom a Fkh10s Ragl - , Arched or a Licensed Florida FroLLOIMW Ena1Ma alrrLdrrlMeoe hoMnAbLUE hoMWAffiiat and awn Ante MndolUbM r ]BAN 2mbkkk M Boma ft r 3 TAMOO MftW Rod VOt WM DO M 20 gs. sbao lid vMmsbr wft k - - 'beat aY0AM02a Yo Yes WA red Florida Department of Business & Professional Regulation Page 1 or 1 Building Codes and Standards +2arJo20 Product Approval Application Detaill sdlOe EgYO �t no fan 2#LBmdm fat: mm Avend- timlfawElt Contact =ALIMON Va6Mtad Or LMOM submitted LlSdwmnl awte)tid Revision 2017 TAMKO Building Products, Inc. Kenn Ed. Zadwry R. Priest Looks Bowdon P.E. 10H92017 1 OM5MI7 IMM017 12/120017 Appr"d Category: Robing (417) 024-6644 PE-74021 (334) 300-1800 subcategory: Underlsyments kad_edaritioarnimcan Carpgarcer Method: Evaluation Report from a Florida Registered Archtect or a Licensed Flodde FYofessimsl Engineer ESiI.�Mliro Florida Deparhrkarrt of Su*m & Profaalonal Regulation pqs t ar l BILIdng Code@ and BiarWards /aN014 Product Approval Application Detail ! gm mlwx go 20 20LBMON 20 »a Ydm NWI& mr rAMm ladomalaoM YdiMd,t Ytaoal moo Lgaatmd ammd MMm Rtvall =17 LV. Tharpsal, Inc, rbs Thompson Assaied" Tony Gxlskrrtn 20tt0 R. PhYM Ledr Bowdon /0l"10=7 100102017 10111FIMY 121122M7 Approved Molak Cmpry(TAMCO) (613)20-3455 PE-74021 (334)300./800 cores. , RodYg %WjoaCMgt*00ftAMM 8t8LYMpier. RoeAq Accessories that a an .. 9rM Psll dlhs Raa61g Byelnn L1egMnrlMWed: EW*ABM R$W from a Flo rMgkltla' Amtftd a ■ uowlead likor ds Rcasasionat ErgYMer a 900Larimtr aNEomck rot aommilacum amm OLM am& ELOWrtmlT gWle uYllz Bohm timWlr 4 TAMCO Road Top WAVer Vent wall Bets br TM W as. simb redvwdmdd walk IMAM 09aa2ms Yee Yo NIA WA Florida Department of Business & Professional Regulation Pep 1 d2 Florida Department of Business & Professional Regulation P.O. / of Building Codes and Standards v2w2020 Building Codes and Standards +ear" Product Approval Application Detail Product Approval Application Detail gale raw or no no DataPooMrM laYa gg1M EDU LK am fate M4 edw grid mm Yrrim aMmMed FICA-r VM aagad iMtm Lrm Yemen CmEag EltMoea aJfrraba vatlMed a Yrilaad Submitted FW AMmlaL approved atrisM R.0sion 2017 Boral Roa8n9 Anderson Robin IAPNIO Unt loran Evalustion Gary W. Walker 101la2017 10MOM17 101212017 Approved Revision 2017 Mcbel Protection Products, LLC. Tim Rob.— Walter A. TWA Jr., P.E. John W. Knisn-tch, PE 09MGM17 08,312017 o9/112017 12/122017 Apprarod Cas.yay: RoakIng (801) 380-SOAR Services I.I.C. (205) 85"150 Category: Shueen (954) 889.7M PE•44167 (954) 772-6224 S bCategory: Rooting Toles RabhAndenonQbad.co subcategory: Slam Panes timrobinsenQlApam.can Compliance Ysthod: Evslu salon Report kmm a in Corrpllsnsa Method: Evaluation Report from a Product Evaluation Entity Florida Registered Architect or a Loi rrsed FloWa Prdoss o sl Engineer 6MUZZLOLftAccrased for Ua tamct 20w Mae Product ModM.Number orName $aalmJDesgMhm Cal[actCtmlmlwmat Inter Out" K i RariWnt tllMrlR EdJt Preoct YaLd. 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Tnm Pkm WWA%os)pkaiw as IF Evaluation Enlq RepoReport0rroma aMMLatmmtr eMooretlrcfat amtraditlm Mont arum au lMMMtaelotlMlm radwasmali a2m rltfEli JLtYEetEtta MaWMr mmm 3 nW swltgdrse Thaws Mawcmwdw Plate IN31/toQ2 Yes Yoe MA IA Florda Dopwbrm t of BuWrom & Profnsim Regulation Building Codes and Standards Product Approval Application Detail Poo l II hoses 8M� smM flat Rile Mr asa;BRO M Mr MUM: MEMO mmukamt Smssm MlrrLallsetu lili*Art lutaelea &dines Aram m &trams Mltm movow 2017 LV. Tbmpsm, an dos TharM n Ar hbmbW To yClam nm 7MMry R. PI left Bowden 10110017 10n012017 1W772017 12112/J017 Appfaad U WtCmpoy(rAMCO) (813)2454400 PE-74M (334)300-ISDO Cebgery: Rd081q bmillig, W"'g.0am SubCaYgery: Rooft Aoassorkt 00wor an Mistral Peddaa Rooag sym m CwpBYMs Nebo* mina mom Report Mahn a Florida RegbOW Akdaaa or a LJoered Fkrlde ProbtelW Eagiraer amisLdlmEmtt hoMM KAN A2MMMliKAK MOM 20M Aug amooLmiddlimaKsilm EM*&Ub adift rArmmlaofaMaar! 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LBuds, P.ED — ..M0h FINawr, 10121120117 IOGM17 to27=T 12/122017 Approved (904)7838100 cau"EngYloag P.E. dEkaftmo m- PE-31242 (561)414.7607 goUL& boos a9BBml MUM Anommumllm Jim an" amootae omm gOMMMaBOYlmak r1iQa 9dmdL� BMMMM aft Akninum RIMa Varo9NplalMd rooMMalaaW 12/812M No Yes No NA tan00Z6'Aka,dlaal Florida Department of Business & Professional Regulation P.p.l all Building codes and Standards l2o)m10 Product Approval Application Detail GM ledly or a)ta aril Doleffi,tm erg mm Yaalsm tiimowmc Contact Mnghtl[ALbwas validated01 Yggd" AWN3= FOCAOorosei aw[oVed alarm Reunion 2017 All American Shutter and Glaa Mike Bableri Frank L. Bemnurb, P.E Troy Bishop, P.E- 1omeml8 t01182018 10232018 12M12018 Apprae0 Category: Batmen (561) 712-9882 PE-0046549 (964) 947-0880 erbCatagory: Storm Panels mnkebQallanencarshlft Compliance M~. 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UriNr, PE 04092018 12M OM17 O,H 52018 0Sh 22018 Appro+ed Cdsgary: Robing (501) 982.8511 PE-31242 (717) 317-8454 Subcategory: Roa1Mg Accessories that we an acertsrQlomarrco.can Inleael Part dtho Rasing System Carpliarra Method: Evalusdm Report Amin a Flalda Registered Ardrted We Licensed Florida Prdeesicr d Engneer Lila lilai� _.... ball Prod at Yodet. N artier a Nema ..QLaffity Assurance'. U AaaovedfierUse Agnroadtor Ua Immm harm In by lz SbasioHlNi Resident Plmam 1 Deck Alr- DAA Low Prase, PdyproWW. Phatic, Rod Vent 07/102021 No Yea No •97.5/-97.5 Mednenlowly, Attached to Plyxood Deck. 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DtvY Wed loo ankseapr eovice, LLC Ice EwdusPoe senlce, 1001912017 10"911017 1arznmy Approved Caslaary: 8buduat Cmpawit (314)051.740D LLC. a atkaosoy: Trans past 4ewtmhraoom (2g6) eee9e00 Oow*Nwm-- I I EvMotlgn Rapedtame PM"- End gooLamlMmt aa®mll AN ammemLbLum bog aMM am& GaP rim rroaamffmima RA t 111111 i S latlWM En 1 maw isp.etparhosbmo&m oaeMeb PMM 0111012029 Yen Yes NA WA lurk dao Florida Deprhrwd of Business & Profeaional Regulation Building Coda end Standards Product Approval Appiatlon DOWI Fussiest ,am,s FWitfe Dgmtmd of Bwksss & Prohssiangl Regulation BMdnOCodes and Stardards Product Approval Applketlon DeWI Fop t a l wNM FWift DeaYrr of Busissa ProessiowRagulatial Building Codas rat Standards Product Approval Application Decal Pro, a, wain,$ Florida Departrsntd BLanss a Prdsssoal RepWen Bulldog Codas and Standards Product Approval Appigatlon Dwa Pusateri Imams dM"4u rage l9Mtat erg ➢er 2&JWd gate BMW4tg sm Ditz ere art cob PWNEM era mnlr4r Sono aOMLr ere 2ok alhemMm go PMW40 Sono DogkLK OMt Mk 21LEmMM go mm Ytmaa mmIYMm[ RE" aninKAUa Ydlmum Ydi" sham Lea®MI seminal Mina amid Ydm mmm6os S2B Lsrss[almsrs Ydlrriik Ydi" Limrtd ErLaumm a®md am broil Yealm SLaoasm Seri lstrrtALMM VdMM M Nddod MOW fwLammd ammm 2l rats Ing" MNObo t 21im Easrsailirme Ysiirdk MNAWA Limrd Plgdt®d asgmd Lra ravlon 2017 Mrok krduMMt, kw Owed V" ICc Bea uatlar service, LLC ICC EvMrdbn Service, 1 W111IJM7 1W192017 1022/1017 Approved Revklot 2017 tarok Industries, Inc. orm Wed CC EahistlM SWAM, LLC CC EvWtam Sankt, 101192017 101111=17 102202017 App ad Re WIN 2017 MNT61, lnd atrW, ha Davin Wed Ice evAnrbn Sankt, LLC ICc EaWsor, esrvlce, 10/12=7 tonI9=I7 IGM220/7 Approved RrvMkn 20t7 MRatk lndlMbles, ka. 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