Loading...
HomeMy WebLinkAbout3078 Nubbin Ridge Ln-3T) 1,6 �n Olt ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Flr Sys Floor System RAD or Red. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU orAH.U. Air Handler Unit FR DR French Door RECEPT Receptacle ALT or ALT. Aftemate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing READ or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BILK or BILK. Block GALV or Galv. 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 SO or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community KIWALL or K/Wall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer ILL Lintel Length TOB or T.O. B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam UNO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tubishower) 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 WIC or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDWHDR orWOW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit Ht Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proofing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Flr. 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 05-20-19 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 ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELkCTRtC CODE, AND THE CITY OF ?EPHYRHILLS ORDINANCES REVIEW OATS P NOP ZEF�RMI� XAM�NER Im 1M= F*Al 1%J P1 rl.. 1551 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 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. LX`4� p W N ZZ J OF Q t lL ��t, � •�.: _ � `t � 2 .J �O,`1' Iv '� ff=s,ltrtl� 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� N Q, J (000 M N r W LL y J W 5th_ 12 ur LL LL LL a s p Zv CO) " 0W° W MO _ C N 2EEcP d�o Z ILNQr�Z Or <.Z QO� U t— J ° Z ❑❑❑❑ W z � z g J N04 d M LL •U o <, 0 Vi W c E V) ZD I A wa®_�� , U_ _. _ 0 � M N o W J LL w a w _® a E W V �" ro 1 a o< �g 0° o Eo a N FT- .�.. L rk7 Q $ pY m0 COC oo 2LL Z J�' N b f uZWZi W ? 3 U 3 8 U az LL .� C) �� W o =1 °M = >M B W M 0 .� Ln /y C cU LL � i3 C0 0 m -01 (0 rl- S T M CD Qi LO Z N � T 2 LO 00 F, T hi E c CV CV)Z° W Z E O N Z c a U J Q 0 JOB NO: 20-1129 SCALE : AS NOTED SHEET NO. C S 22'-1 HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) -1 3/4" X 9114" 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 20 X 26 18 } X 25 j S.H. 13 20X38j 184X37i S.H. 14 20 X 501 18 J X 50 S.H. 15 20 X 63 18 } X 62 j S.H. 16 20X72 18jX71j S.H. 1 H2 27 114 X 26 26 X 25 4 S.H. 1H3 271/4X38j 26x371 S.H. 1 H4 27 J X 50 1 26 x 50 S.H. 1 H5 27 1 X 63 26 X 62 1/2 S.H. 1 H6 27 J X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 J X 25 112 S.H. 23 37 j X 38 j 36 } X 37 3/4 S.H. 24 37 J X 501 36 J X 50 S.H. 25 37 J X 63 36 j 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 � S.H. 33 54 X 38 J 52 J 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. FLOOR PLAN - ELEV-Bl_ SCALE: Y4"=1'-0" General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3.Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" AO +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 OD +28.3 / -36.4 DE +26.6 / -28.0 �F +26.6 / -32.2 OG SEE SN SHEET �H 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 1111111111111111 1. : 1 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 "13111 (TRB) 1ST FLOOR LIVING AREA 1555 LIVING TOTAL 1555 GARAGE 408 FRONT ENTRY 42 TOTAL AREA 2005 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION jR-11/R-13 KRAFT FACED (GARAGE / LIVING) i \�,�,ti`\\\141111FifIP/rfj� .•''•C z- A ►� -�r •�t�t `�f? f l l4 e;ti�4�e�w To the best of the Engineers knowledge, information and belief, the abuctural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W �E Al oa 3� J J M N P # LL LL a ro �_j LL � a i �LL� Q co LL N N M w N 3 a w 0 > ii a Y CM W m m - o 2ETcn d o IL _jS0 5 z C-4 U I- °� ❑❑❑❑ W z � M g z r d N � z Ur s O" W '® U W r- m E C) • t o co w J I.L C ce E O ao N Zz rZ O E: V °wa O ip � ¢ zE C14t ado �0 ro co C Z �a o ZLL <" d U a mw W LL N0 0 = Cj L iu .>_ LO c CO Xn/ r- N 0 v Cfl r N = 0 LO Z N r r .L Lf) 0^0 r E c• N M Z M C E O y ii o v ° as o = JOB NO: 20-1129 SCALE : AS NOTED SHEET NO. 1 KITCHEN ISLAND T L O I ZD 0 N 0 OPT. REF. O cn KITCHEN VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES / w MEDICINE CABINET 00 O� O (V M M M M T _ O 1 M 0 N F7� HOOD <'7 0 RANGE 0 0 Immmmalmilk 24" TOWEL BAR ON WALL ABOVE TOILET I TOILET PAPER HOLDER rt - O CV FIN. FLR. KITCHEN cc BATH 2 NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. DOUBLE CURTAIN HEAD RODS ROD 0-1 11 Z SINGLE TOWEL BAR IN a ROD TUB OR SHWR. TOWEL BAR a ON BATHROOM WALL F' SHWR. o 0 VALVES = 00 c CO SOAP - Zo b DISH U 1 LO 0 0 to 'U' o � ri 1 M 7.. TUB BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY OWNER'S BATHROOM INTERIOR ELEVATIONS SCALE: 1 /2"=V-0" 42" H UPPER CABINETS 36" H UPPER CABINETS 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT o BRACKET 36" H BASE FINISHED CABINETS - o COUNTER TOP 30" H BASE 0 00 U- LO a C° 0 2x a U? 00 FRAMING in zo 1 1 1 T 1 /2" GYP c'? BOARD — T FIN. FLR. SHELVING 1'-2" CABINETS - r cn N N (V FIN. FLR.- A 101 ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1/2"=V-0" 1 ;-Ad f � �J QAC— C t ' Pis \ 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 seq. Q m S O O N J W >LL2 LLLLdpW 1131 .° 0:Z W rya m°°a mor�.tO Q�¢p z ILW �ET0 Joan v�N� N�cnZQ U ° z d ❑❑❑❑ W 0 z z z g a a � � U U- .Ljj � f6 N_ c '._ U � C A • d < CO M M � w Q LL d E0 o E o0 za oW o E N do �o � z W �4 L (Q <O m0 z �z W z O �z W a C-3 3� g� wLL �W �pp O LL Nz < =1- a� CJC) il�d oU 3 �M 0 = cej L .> LO N ca J ^ Q O W c c d- T— o Q) Ln .� Z N r r 2 � .= r f E (M o Z Z E O ai c m a U Q p JOB NO: 20-1129 SCALE : AS NOTED SHEET NO. 2 \■ bo co HEEL -12 j T.O.M. F4 N ------ — —------- ---------- ----- -- �-- HDR HGT. - TEXTURED F CEMENTITIOUS FINISH I ON C.M.U. (TYP.) I 2" x 4" SMOOTH 1 I I TEXTURED I SILL / BAND I I I I F. FL. 14 12 5� 4' RIDGE VENT 12 �5 3 TAB SHINGLES. ROOF �- INSTALLED AS PER MANUF. SPECIFICATIONS 2" 1" x 9" SMOOTH TEXTURED HEAD/BAND FRONT ELEVATION - B1 12 �5 SCALE: 1 /4"=V-0" 18' RIDGE VENT 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS -------- T.O.M. ---------1-0------------------------------------------------------ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - HDR HGT., 2'-0" �— TEXTURED TEXTURED CEMENTITIOUS CEMENTITIOUS - 0 FINISH ON C.M.U. cc) ON C.M.U. (�,P) o0 (TYP.) LEFT ELEVATION - B1 E: 1 /4"=1' General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION .G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 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 SO. 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. \ `ee���`�ti��urrn,,,,,��� O W N _ • V J j*`•i�,f1i< t� R O F E S S\�`\\\\\�` /, frf111fIM0 To the best of the Engineers knowledge, informafion and belief, the stnxtural 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. � Fa pp = � 0 04 04 a�� - N *k� LL LL (» Al �42 4. U. C �- rp N Q' V = Y Q`8.� �ZO 0 CO 0 Cr C c S Cr m o Ecpo) d DO Z LLW Of a N O �p fn N� M Z U J Z V ❑❑❑❑ W U Z Z Q� V z 9 0 ^)' ^ -d <L (� w g jr 0 W Uas Q �Q tr O M W J �E i O h� zM gyppy.; o� F— r0 =) U O� O O E 0, �C ^ C N O Fp O z N J ("''J0 N W N Q U 82 g oLL uZ �W _ Occ J= �F O M >M � ui W � c7 > LO cc J a 0 0 in t0 C N Lo .� T00 Z N T L0 T i LO r O r E c M 0 Z E O E U vJ N di is c a. Q JOB NO: 20-1129 SCALE : AS NOTED SHEET NO. 3.1 0 Bo T.O.M. HGT. F.FL. 3 TAB SHINGLES. ROOF - INSTALLED AS PER MANUF. SPECIFICATIONS 12 5� E VENT7-4' 6'-0" -------------- 12 ___-IJ5 16'-7" EXTENDED _ F1 OVERHANG TO BE CENTERED ON DOOR 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS ter. -------- REAR ELEVATION — B1 SCALE: „a._,..o. 4' RIDGE VENT 18' RIDGE VENT 12 �5 TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP. ) T.O.M. -- - �- — — — — — — — — -------- 1. TEXTURED 1'-0 CEMENTITIOUS 01 FIN. ON C.M.U. (Np) `-�— TEXTURED 2'-0" CEMENTITIOUS 2" x 4" SMOOTH FINISH ON C.M.U. TEXTURED (TYP.) SILL /BAND----__+ F.FL. _ RIGHT 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 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 SO. 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. W N • �V !Z' .N r- .. •�� O . * F 1. v 'llQROFESS\0 \\� ////��,t�r1111111t�e\`\\\ To the hest of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W pp 0 �Q V O "I N n N u#'1 ODD LL LL m M fl1JJ J W tL W a u_ _J Ny"� wLLv>> Sr aI Z Y vCl) 0) 0(zro o W_ m m _J o mo1 iETrn o of umsW N�rNiZ �0�� z o000 W Z N lh Z g ¢ = J !7 Cl- N z v .2 V U. 0, O t/1 W � Of � U_ U2 Of ¢ m Cl) w Z l.L E i0 zo oQ s� E u N tC $, Wd U z C:)rC i *_ o &� w Z ..0.. r0 CnCZLL c a g m s o z _J w � k O W U i Z JC C yLL w � � '5 �o = t�0 et °zl�d a cg 3 °M = >M � W m .�> LO (D c co I.I• c� J ^ Q c az' O Imo' T N Lo .� T :304 Z N n r LO T 2 LO 1 r 0 T E M Z Z E Q E w io 0-0 J Q p _J JOB NO: 20-1129 SCALE : AS NOTED SHEET NO. 3.2 2" 111 ~ " iv 2" N ao �- 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'-10" �N N 1 CAP 1" RADIUS 1/2" RADIUS 31/2" RADIUS V-5 " 3!4" RADIUSv 1/2" RADIUS 1" 4" VARIES VARIES ` ` - TN CAP iv 111 111 1" 1" 4 N 2111 2 1 1/2" RADIUS VARIES VARIES SIN � 111 1,-4" 111 111 11-011 111 1 4" 34" raa 4„ �11 `7v L o� ICY 311 J�'111 - VARIES 1�" z" 211 c' 11 111 11, 111 2 1/2" RADIUS BASE ire ;- i0 • c0 BASE env 111 111 T 4" 11 V-8" �11 4 / • MOT N 1�1 *NOTE: VARIES 8" 2" 3„ ID FOAM TO BE USED ONLY WHEN REQUIRED BY d COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE4, BUILT W/ STUCCO. OPENING VARIES 21 2- EDGE OF OPENINGEll 2" n L '' 1'-6" 1" V-4" ki 1" <q 2�11 • � ' 1-1/2" THICK 1-1/2" THICK In 0 1 iv 4" 10" 24"„ L � L T C 10" L 6" L L J. a" " N 2" 4" 311 2" "6- ]II nl G G w w 2111 4 1-1/2" THICK q1" ^� M L 2'"4" 51" T-5„ ^ L L� 5411 1 -4" 3" S N L cD 1" 1„ O LL T TTTfifiT VARIES VARIES r • VARIES VARIES 4" 8 " 11 �� r _________ C*4 I N I ap L i cD i Rs CO I ��' ^ o T 44^ NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED T-8" 4" T-0" 4" 10" 1'-4" 10" 6" 4" N N iD L v R4�r" KEYSTONE F11 OPTIONAL 4" GARAGE 0 DR. OPENING 4" KEYSTONE F11 00 OPTIONAL 311 L" 4" WINDOW OPENING 4"" NOTE: • INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED VARIESMOO f2" L 00 fV 1" 11 11 14 V-6j" 14 1� 111 0 CD L L 5j" 1'-1' 5j" T V-4" L N �{ (V iv CV 1 9 � 1 1 M M r TSN • 111 - _ v 1111 z N� GENERAL NOTES: `v • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH 0 N a-- O To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W E 8 pp N i! V Lo M N A C# tb LL LL to - u- 4 L� - -i 'T d% I WLL ID rU-d W yo �Y 13 0 3 cam O z13 09 III W mor-_ tO2 2ETrn c M Z A9MQ 'GaS$R� UO JLL 2 Z O:i ❑❑❑❑ W z g J MM d n N zC1fy �_ � U Ow c/1 ¢ c ® F- O U 0° 1.1 � W o I VI U � • o Cl) W ZO E oa ~� CL a� 00 oz • rd wZ O rnC YOLLr Z J cb QW sz gW O U az W "k v FIz 0 ° 3 0 ACM = M W M 0 \ .= ca 1 0 ^L^,, W m -0 � /) v/ O r CD = M Qi .� N T— r .i Lo r r i6 c CD N M i6 d Z z E O 4 a U J Q0 J JOB NO: 20-1129 SCALE : AS NOTED SHEET NO. F1 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. POWER CO. INTERSY BON TERMINATIOI' NEC 14, 250.94 J 200A INDOOR PANEL CENTER CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. opperto lights & outlets opper to 20 amp ckts copper to WH copper to Dryer I Alu GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 44" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance With R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC. 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shalt be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying With UL 2014 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or Window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET PqF DUPLEX OUTLET ABOVE COUNTER WP WEATHERPROOF DUPLEX OUTLET IGFI GROUND FAULT INTERRUPTER DUPLEX OUTLET Fiwc HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 24 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE F_o WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE +PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN tOt r EXHAUST FAN/LIGHT COMBINATION 0 ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) HEN PUSH BUTTON SWITCH (OPTIONAL) I0 PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CO CARBON MONOXIDE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) ®2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT D9 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 (1) PHONE LINE, (1) DATA PORT VERIFY METER LOCATION WITH BUILDER ' n � VERIFY LOCATION " IRRIGATION ELECTRICAL PANEL F GFI @ 44" A.F.F. _ 4—t OPT. `.� FAMILY kM GF - D. - --W \ \ 2 CAR GARAGEROUGH-INFOROPT. tG CLG. FAN/ — — — — — PRE -WIRE -tFI _LIGHT \ �' Hj�OPT. \ 0 1 GARAGET-4)" @ w wZi U \ (D CL 1 I I 1 DOORmaw " GFI I A.F.F. \ a W �I FI 1 )GGIF ( I \` �/ I I I U.C. SWITCH — • I I 1 I I I I FOR DISPOSAL I I I I I I I I I II Ij I I I I 1) I I I 1 ENTRY I �i F I I OGFr I I I . I Ilr----I PATIO c� I W.H. GFI@44" A.F.F. L — — — — — — — — — — — — 11 CAFE I III D.W.I I ________ 1 GFI DEDICATED RECEPTACLE — 3 3 T3") \ FOR MICROWAVE RANGE \ I I \ HOOD PER SPECS FOYER c i OP I ` WP I I GFI I , _ p I I GFI I I AIN I C.M db ----- DISC. 4 WP GFI AC PAD N'�l W. OWNER' SUITE - I ROUGH -IN FOR 1 OPT. CLG. FAN/ LIGHT PRE -WIRE 1 ---- W.I.C. I— I I RECEPT', FOR I ALARM I QVQTCIIA O•• S. BEDROOM 3\ ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PRE -WIRE 2 C.M VP BEDROOM 2 ROUGH -IN FOR \\ OPT. CLG. FAN/ \\ LIGHT PRE-WIR ELECTRICAL PLAN — ELEV—Bal SCALE: %4 "=1'-0" 0 0 N N 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Rodda 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. N _ V �0n J m #m OD LL tl! j'L J aa tLLL Q U.' M l0 PiL W y j Q d 0 Z Dy� 0�° X = to co m oq o LIL z rn N NQ�Z O O U Z °d F- J ❑ODD W Z � M z g J to M V Ll �U N < 0 W IN V) c E U m & ~� 0 U � �3 • —o Q g cD Mi M W z E o z go Q f3 � m H �z8 $ z® pa @g � C) E X U a� o o �z N .o �� tp C U O Z J t) 3 a a° W o gz o W>i n g a z Dw �1z z Uja >2 COUj A. o f �33 0 �M = �CV) m ^, W � c� \ .= L0 N co J O T� O Y Lo T Z N &.1 L0 EE_ 0 Z c E 0 rn L ai a to � '0 o JOB NO: 20-1129 SCALE : AS NOTED SHEET NO. 4 ATTIC VENTILATION CALCULATIONS - 131 TRB ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1l300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation ventilation vented be provided Ventilation Ventilation (See Elev) required nsoffiteeded needed required soffit by upper 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-B1 SCALE: %4'=1'-0" Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 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 SO. 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. \VNVpNsrf,�,�rr¢�• .. * % Cla F•E S S`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 Bth Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H E m 8 N Q O J 101LL M M r LL , a rrl W N si�ii ayw0 Z 13ci 0 Q g, g to °� O f- �i W A C m O io or�� a, < 'L 0 Lus ? _JQ va&d c0no N z o000 W U z z a U)L,l _ M Z Ou N � Q 0 ,., 4 N c w U c • O M M m Z w Z o� E aa3 w Z C N L �0 � o ww ¢� C� 6p m0 OLL Z rn 8� Z" U az W U �o oLL �w �� J � yz �a 10 �� a F �t °zla u 3 CM >M � IM W cD LO N 0 H Wm a CO N q. LO Z N T LO r 2 L o °n° N T- E c M Z W Z E O E N M c a U J Q J JOB NO: 20-1129 SCALE : AS NOTED SHEET NO. 5 5 d TYP @ 1 STORY A U.N.O. S3 2'-6" x 2'-6" x 1'-( W/ (3) #5'S E.W. H.B. " I r----------"'I-- —'-------- --- ------I—------� N CV I ( Ill 23'-6$ 1'-1I" I (2) #5 VERTICAL ■ • i e I BARS 0'-0"e OPT. D I �PT. VJi TYP @ 1 STORY I I t =€ = _{ =; _ _ - ._ .R.T_ 31 /2" �- SLOPES N U.N.O.....- _ LO A II C? T I + CJ I I I -I- CJ I = co K I INDICATES FILLED CELL w/ 3000 PSI CONC. GROUT FROM FT. TO BEAM W/ (1) #5 REBAR VERT ABOVE SLAB I I I CHASE TO I I ISLAND (' ' I I • • • • • • I I KITCHEN ISLAND BUILDER TO PROVIDE APPLIANCE PROTECTION J WHEN REQUIRED PER FBC I S3 r TYP @ ALL PLACES SHOWN , . I I WALLS S3 I HOOKED FTG. DOWELS 5" EMBED - _LOW rC_ EDGE OF SLAB 2 " I W/ 25" EXT. ABOVE SLAB "GRADE 40 I I I I I:; BEYOND WALL 4'-0" STEEL" 25'-0„ I I I 20'-6' 6'-8 1'-4" x w STEPS I I I I j r �Mlo AS REQUIRED ` I I I I a L= JII 3 I' 742' 7'-11" (2) #5 VERTICAL 1_0" BARS i� PER FIELD I I I I �- ,,plZ I Y2' I (: ( c N CONDITIONS PROVIDE 1 RECESS M I- FOR SGD. REFER TO I ^�?° I III�L ,.„ K I cc _� *- I— I �J�h I MASON'S SLOPE FOR N �W.H.�` I WIDTH III D.W. II 3 S3 S3 S3 I S3 S3 T L CJ 41M 4 S3 I I-- t - —�►— - - ---- cq ,- SLOPE c� c 31/2" -31/2" I � I 2'-6"x2-6"x1'-0" I 7�_18 4._8, 3-1/2" MIN 3000 PSI CONC. SLAB FO W/ (3) #5'S E.W. PROVIDE Y2" x 9" I iv L $Q co — — I HERNANDO COUNTY ONLY RECESS FOR FRT. DOOR v S3 v ■' I 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 TOP OF CONC./ PAVER TO BE 4" MIL VISQUEEN VAPOR BARRIER BELOW FIN. FLR. 3'-8" 4'.4" G I : 0'-0" I�SW1 e '- S3 'n 7' 36-6j" TYP @ 1 2'-6"x2-6"x1'-0" I j I STORY U.N.O. o Wl (3) #5'S E.W. CJ AH _ - —CJ - to - - CJ - - - —�-- J - -I / ■ ! / / / / I I ■ 10'-108 , HVAC CHASE BASED ON LOCATION M / 6- i,1 �U / '• / II �I. N � h I 0-0 „ I / / 17'_4-„ / 2,_9„ 2,_8" 2'-11$'Il I I = I / L J 1 } } • +. �. •. . . .�. :` 'ram+�-. .~. .. .�----..-.V 3' I� TYP @ 1 STORY A U.N.O. FOUNDATION PLAN MONO - ELEV-B1 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 VVVVF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN • LU LU . •• 'P,' a•. tea . ••• a) CONTROL JOINT DETAIL SCALE: 3/4" = V-0" cr 45 CONTINUOUS REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. "Alternate: The reinf. bars shall be cont. around corner b y cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" .4 0 . V*Ilk 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 a CM le � o go� , J J ti N *t co LL- lL _ LL LL a d , yW -am LU Z 13 gCL W 0oo OC W mET d 0 � 0 g NaMQ �o�� W O v ❑❑❑❑ z N 8 z � z o 0 J f7 tl N C1 LL Z 0 � O W IT SM N t!I' c E fp was �- U m w12 U _ • Q CD W M U_ LL io g Z O 0� 2®o (O U t—• N O R U ao U 3 o 0 z o E N °do & wz M � C 0 oLL z "�2' J 1 a ,p 8w g �n z �° a W CL y� F Will � zIa cola �M 0 = M L � Al W � .> Ln o N _j ^ a O v O CV .T Z N rz LO T i L� co O r l�0 E O M H o Z C rp E in C C C a U J Q t7 J JOB NO: 20-1129 SCALE : AS NOTED SHEET NO. 6 rA TYP (2) A U tU �1 CJ1 CJ3 I CJ5 EJ7 EJ7 I EJ7 I EJ7 I EJ7 SIMPSON HU410 w/ (18) TITEN 1/4" x 2 3/4" & (10) 1Od NAILS I EJ7 �2LITCH PLA EP OTT. OF BP 181 FG1 DE Sim Iff I I n. W W m 0 NCJ3V VCJ5V EJ7V (2 XEM a Q 0 If % � I � ` / I 1 (2) X II I I I I EJ7V I n I EJ7V EJ7V EJ7V EJ7V-- EJ7VA 0 � -P EJ7VA I� ¢ ¢ Q EJ7VA EJ7V a E7 a EJ7 EJ7 CJ5 CJ3 JIIiIII U /16" OSB 1. @ 6'-8" TYP. BM TO CO. CORNER 1 S5 UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q 1 CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP I SPF A I HETA20 1810 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1870 1585 10 -10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1625 1400 10 -10d x 1 1/2" F HHETA20 2120 10 -10d x 1 1/2" HTTA20 2375 11 -10d x 1 1/2" G H10A 1040 1015 18 -10d x 1 1/2" RT16A 1020 1160 9 -1Od x 1 1/2% 8-10d H HTT4 3610 3105 5/8" ANCH. /(18) 1 0dx1 -1 /2 HTT4 4215 5/8" ANCH. /(18)10d x1-1/2 J HTT5 4350 3740 5/8" ANCH. / 26)10dx1-1/2" HTT5 5795 5/8" ANCH. /(26)10d x1-1/2 K HD38 * 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 HD78 * 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 3 112" HUS28 2950/5090 — 30d -16d x 3-1/2" R MTS12 990 860 14 -10d x 1 1/2" MTW12 1195 1005 14-1Od x 1-1/2" S MTS16 990 860 14 -10d x 1 1/2" MTW16 1195 1005 14-1Od x 1-1/2" T MTS20 990 860 14 -10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" U MGT 3965 3330 22 -10d x (1) 5/8"ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V LGT2 2030 1750 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1550 1550 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS "X" IHTS 20 1310 1245 24-1Od x 1 1/2" 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 12-1Od x 1 1/2" HHCP2 680 I 570 1201110d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 10.17-19 LOADS — ROOF = L / 360 FLOOR = L 1480 W/ 3/8" MAX DEFLECTION FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 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. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW, TYP. AT INTERIOR BEARING U.N.O. REFER TO SG2A/ST3 FOR ADDITIONAL EMBED ANCHORS (A) OR 2 PLY ;ARRIER ■■ SEE SHEET D-1 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-B1 SCALE: %4"=V-0" OWN , " r - Gr 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. 0 F co 8 cq 10" 5u. u-LLaa 0) 0) vi M S LL , tq x LU Ypp 13ZLE ��on 0It Moo �y8 � 77 m MOSS. W m0�_m 2 E rn rn W J M*�-N O 50 N�MZ v °O L a•j � z ° 0 0000 W Z Q�LO Q g o Z J C1 d N U) 1 z .2 �-J LL U � < OW N c In U_ 00 0 j _ `I co M M LL � O z a Z<jp Q E E pa fV az 30 v� z O E N °�z 9, w0 a❑ wi ¢� .� ra N ,_� ms 0 ZLL z cis � J w m 0," a W �w W Q 3 T N = U 'ay T 3 J o ¢ = �o v gIc a 03 M >M O \W m N J ^ a o O aFn CO C N LO Lsn .� Z N r r- 2 Lo Or-OCD r r c M N Z E y N �° C C 0- ci o JOB NO: 20-1129 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 L/360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8• Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with vertcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load Safe verticalload Safe horizontal load ` ■ O GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS a : yo :�i:: 8RF6-0B/1T , o O O 0 8RF14-1B/1T 8RF14-0B/1T 8F16-0B/1T © © S 8F44 1B/1T81`40 1B/1T 8RF40OB/1T 8F321B/1T EI E 1 1: W F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 8F16- B/1T tNOMINAI L QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS cT-P- preca rinteis = 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 wl minimum net area compressive strength =1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. FORM & GROUT SOLID Q J `- U 0 #5 BAR CONS. 8F12-1 B/1T O "V" LINTEL DETAIL SCALE = N.T.S. - E =_ IMEE E� #5 REBAR AT TOPALTERNATE POWERS aD MIN. (1) REQ'D LEAR STEEL LINTEL Q M.U. 1 #5 REBAR AT TOP ° e MIN. (1) REO'D ° d 1-1/2" CLEAR a 4 GROUT n _j co < it d C a 5 REBAR AT = — rn w (D - 4 BOTTOM OF W w W 0 LINTEL CAVITY t~n OTTOM o ir Li O REINFORCING t7 Q /8"ACTUAL PROVIDED IN NINAL WIDTH u. Z — p in D D LINTEL F WDICA R n Q p Q AS MBAR (VARIES) rn u� ¢ o a 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 cemendbuos coating. See contractor specifications O 4'-0" LL O 5'-10" LL LINTEL PLAN - ELEV-B1 SCALE: %4'=l'-0" i pNN N 0-9 _./ , C� Ca ., Q t� IN1 ` L • R \ oJ'�• F E S S\Q````\��� !rf,�f�,t(FE6ililtt 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 Q E 01 g 8 O - N v O J LL _0Mn *- . a CO 4; aa�Y Z a a°' 0�O -0 N O 0: i- a2C� m�OJc ILNa�Z�J W° Cal ❑❑❑❑ V N � z o Z J a � QU) v r> Z v- U s � 'u LU C a �O V) C '— U °O r— E O $ Q O M M g w Z ty i0 oLLz• >Zf ph Q alL E Co v ~ � R� $� oa ZCD.= N r6 oa � a w L f0 C .0 to K mm O CO J sZ �W iLL i2 p` oLL 5 U �Z 2 _ U NZ = IIIIIIIIII� 0M M � L � 0 � . LO N co J ^ Q C o a� •v O CO C N .� Z 04 r r T Lo (0 (11)_0 T T E W c N c) y Z Z of E O E v a3 c d U � Q O JOB NO: 20-1129 SCALE : AS NOTED SHEET NO. 8 C - - I NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED U WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE 0 OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE, 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES 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 X2 INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1.1.1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 1. 2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC)13TH EDITION. 1. 1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 617MS 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. RE . PE. AND SHALL INCLUDE: DRAWING CALCULATIONS, G S AN D CALCULA ONS, ND A BEARING POINTS BRACING REQUIREMENTS, AND CONNECTIONS Q TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2.1.1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ad. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1,0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD, 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 V GROUT FILLED MASONRY: 4" 4. 1.7• WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH AC1318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi CI-P GROUT 3,000 Psi 3,122 Ksi WORST CASE DESIGN PRESSURE TABLE 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 BUILDING DATA CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WIND SPEED (ULTIMATE) 140 MPH WITH SLUMP BETWEEN 8"AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR WIND SPEED (ALLOWABLE) 108 MPH ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED WIND EXPOSURE - "C" (FBC-R R301) 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED, +/- INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG ) 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : BUILDING CATEGORY = II 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 @ DESIGN WIND PRESSURE: CONTRACTORS DISCRETION. (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) 4.3. CONCRETE MASONRY: # END ZONE IS ONLY WITHIN T-0" OF ALL EXTERIOR BUILDING CORNERS 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 WINDOWS AND DOORS NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL 140 MPH + Z9 ,7 PSF / -39.6 PSF (END) U.N.O. STEM WALLS. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm =1,500 PSI CONSTRUCTION MINIMUM. GARAGE DOORS (V =140 MPH) 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE TYPE5B : SINGLE 90 +26.3 PSF / -29.8 PSF CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. DOUBLE 16X7 +25.2 PSF / -28.1 PSF 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 NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. 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 NOTE: 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING EXP 1 OR STRUCTURAL 1, IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE D USED ERR SUCH 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. CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' 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 BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO MANUFACTURER SUBMIT SHOP DRAWINGS THE ENGINEER RECORD. THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF FABRIC T A IN IT 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE CONSTRUCTION. 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 NOTE: 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: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: FASTENING SHOULD BE TYPE "W" 1y4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1Yg' SHAPES, ANGLES, CHANNELS: ASTM A36136M 05 Fy = 36 Ksi DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy=46Ksi OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS GALVANIZED ASTM A307 (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / ACCESSORIES SHALL CONFORM TO: Fy 2 33KsiWITH G90 4.5.2. SHEET METALCOATING NAIL DISTANCEFROM EDGE SHALL BE g". THIS SHALL APPLY TO BOTH CEILING AND WALL GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS FOLLOWS: 8d = 0.131",10d = 0.148",12d = 0.148",16d = 0.162". CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED 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 ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. 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. NOTE: 4.5.7. CONCRETE EMBEDDED'J' BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE "J" ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR M ICROLAM WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. 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 = 285 PSI 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 3116", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ad. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sic i n which identifies the termite treatment provider and need for re-inst'lon and tr�atment 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. Irrigatior'spdnkler s stems including all risers and spray heads shall r1�t be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6, FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilutipn. If reinfell occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 ncrete ouerpo and mortar along the foundation perimeter must be removed ore exten0 soirtreatment 10. FBC-R R318.1.6 - Sal treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemipal barrier must be install after construction is complete, including landscaping and irrigation. Any soi 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. i A --� ' O � Y if •, � � '.� C 0��' �. To the best of the Engineer's knowledge, information and belief, the stnrctural 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 tural engineering portions of the drawing pages bearing Engineers signature and seal. a o-g8 9pp - 4 f■1 O� r> N r- yC Vi J # 000 LL , J # W W W _j •sLL y M LL LL a a W N rY Q t9 13 m aLL ¢' a - fL W W 0 a Y am i - N co0r m¢g m0Bo p ILW O�.-�.N6 NQcnz JG �� 13 z °0 ❑000 W Z g z a - J l7 d N In = VJ u' V LU O c S _■ Q co M zo W Z .J = a� a E E 8 m kz $S oa �o Z t- C� O c X j o a� � N a?o m0 C yJ S V NO o`LL Z T� VJ J c�tl svWi 8� o �U Ir = �k o �z <� 55% v 3. 0 `M = co cc 0 ■= LO (0 J ^ Q C O 0 ^' m 2 (D CD C)) LO LO Z N r U% T Lo 00 EC,)Z E N O = O E " o P3 c a U -�i Q p JOB NO: 20-1129 SCALE : AS NOTED SHEET NO. S N CORNER OF HOME GARAGE SIDE 3 i w Jq V ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + '-0" (TYP.) + + 6'-0" + 6'-0" + + + + + + + + + + + + + + + + + + + + + + t t + t + + + + + t + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + io + + + + + + + + + + + + + + ++ t++ ++++++++ + n 15/32" CDX PLYWOOD OR 7/16" OSB `RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (11103 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 34' or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood anels or 2 x P 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 ,Hood 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 314" wood panel 902.0 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 Ys" 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 wall or beam below.* consideration. Check local building code for appropriate 1/16 details in One 10d box areas=20 of high or--20 sinker lateral load. nail each side 10'-0" at bearing. TANK -LESS W/H li1 01 5'-0" STUB -OUT FOR GAS METER 0 CV H C G 000 c� _ o 1'-0" - 9 ' o � U O • 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" L (3)16d TOENAILS 2" X 12" @ 24" O.C. 16-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Load bearing walls 7 Q'/ Provide adequate bearing for eadl lapped joist. Squash block (2x4 minimum) l� 10d nails SECTION @INT. BRG. WALL Bearing wall, Versa -Lam LVL or N.T.S. Glulam Beam NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges 177-75, Elul FILL CELL STD. 90° HOOK BOND BEAM \ F - F 11 � � STD.90° CONT. #5 BAR I HOOK BAR LU BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKINGIrJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all # OF 2nd FLOOR posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min.) Small gap 2 min. 2" max. � 4 max. Q Clinch nails when possible 1 Tight fit a f� 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. CONT, tOM )UNDATION HIGHEST )ND BEAM Web Stiffener Fastener Schedule BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKINGIrJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all # OF 2nd FLOOR posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min.) Small gap 2 min. 2" max. � 4 max. Q Clinch nails when possible 1 Tight fit a f� 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. CONT, tOM )UNDATION HIGHEST )ND BEAM Web Stiffener Fastener Schedule Joist Bearing Location Series Depth I End Intermediate BCI 5000so 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000se BC16500e 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 BC190s® 11-7/8" 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-stacing walls require additional consideration. — 6, A 1Y2" ROUND HOLE MAY A6" 6" BE CUT ANYWHERE IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN DO NOT CUT HOLES LARGER THAN 1Yz" ROUND IN CANTILEVERS. 8 1'-0" 1'-1" 1'-2" 1'-2" T-W 1'-3" T-T' 1'-11" 2'4" 2'-9- 3'-2" 3' 7" Any 16" joist 12 1'-0" 1'-1" 1'-2" 1'-2" 1'-3" T-9" 2'-4" 2'-1 T' 3'-7" 4'-2" 4._9" 5 4'. Span (ft) 16 1'-0" 1'-1" 1'-2" 1'-2" V-T' 2'-5" 3'-2" T-10" 4'-9" 5'-7" 6'-4" T-2" ---------------- 20 1'-0" 1'-1" 1'-2" 1'-2" 2'-0" 3'-0" 4'-0" 4'-10" 5'-11" 6'-11" T-11" 8'-11" 24 1'-0" 1'-1" 1'-2" 1'-3" 2'-5" 3'-T' 4'-9" 5'-10" 7'_2" 8•-4" W-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 1y" 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 5/81 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 SCHEDULEFOR 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. Install tight to, top flange. Joist hanger Filler block, Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist o depth I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM-' ' ' • SEE PLAN FOR--'°• q . • ; . FOUNDATION INFO STEM FOUNDATION GRADF REINF. SEE PLAN i-vu %,nr►x rv%, 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 �l 1 �l i�I�Ti�iiT�7:\ �JiT�Tlt1 J tl �7 TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PLUMBING LINE PENETRATION a d L a A �r SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION v .. SEE FND. PLN. SIZE & REINF. PVC OR SCH40 SLEEVE PLUMBING LINE °a. . ° i av G -,,;e\\t;,tlltsaa aaaa 10 421 4 Y.,1�rAp O F E S \© '�a'�faf€r111110 w �� To the best of the Engineefs 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 E Co � 8 2Q4 Coll Lo vfMN m'n n % dLJL OJuW 3N, ! ._LL u 0 13Z -0V)°' 2Z,0 c: 19 W °=A m M0 0 - a a o Z LL o O = aMZ Z N ° � coo❑ W n z Cq am z k/) z LL ro W ` 0 W ry V) V c E a r— o U Co U � • Q � y W M p Z2Z Q E p (O U n' of :Q- z 30 a® 00 ZI o X U �� %z o� �z CN UR L rC o N C .9 Zz Z wm a ° 6w .z toJ W3 d >. 3 U �� N az �k = = Cz �o Z ¢Q -U �_ EM cM W � O \ ./ Ln ° 0 � N ^ a O - O 0 C14 CD Cy) LO LO Z N I` r- Ln r y (0 � r r" 41 M W o Z !0 Z 7 E O r_ a E IJ ui Q p JOB NO : 20-1129 SCALE : AS NOTED SHEET NO. SN 1 FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 �(TyP') VARIES / 5/8" OR 1/2" HIGH--' STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE ")C @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL V (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. s V-6". (2) @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE.IT 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 UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH Cl) PITCH > 4:12 L> p (2) LAYERS TYPE I OR TYPE II 1 p TV (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. D I PRE ENGINEERED WOOD700 TRUSS @ 24" O.C. U.N.O.ZZ HURRICANE ANCHOR @ EACHTRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE:3/4"=1'-0" SN1 S3 ELEV. VARIES FOR ADDITIONAL SLAB - - INFORMATION. ALUMINUM DRIP EDGE FBI ,✓r 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS BLOCKING @ 12" O.C. wl (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) (U.N.O.) (OR %" GYP. TYPE "X" @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) 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 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ STUD BELOW TOP PLATE STUD BELOW (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR EXTERIOR OR SHEAR WALLS AS HGT. < V-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TJAND WALL HGT. < V-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT:1/2"x12" TITEN HD @ @ 3rd PTS FOR WALL HGT. > 8'-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.) 318" 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 r (ALT: 1/2"xl 2" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WIL2x P.T. BOTTOM PLATE ELEV. 0'-0"OIL OR5/8"x10'WEDGE ANCHOR @ 24" INCLUDE THE WALL A.F.F. O.C.) 2„ x 6 W1.4 x W1.4 ATTACHMENTS 6 x 6 W1.4 x W1.4 ° � 31/2"MIN WWF OR FIBERMESH 31/2"MIN.WWF OR FIBERMESH Z ° ° � ° e ° , ° ° ° ELEV-0'-31/2" ° ° e ° ° ° ° A.F.F. ' p p 4, 2x4 CONT. ° ° ° g _ -'31/2"(min.)- 4" _ p 1/2"(min.)- 4„ _ITT ° N p •• GARAGE DEPTH VARIES ° 31 /2"(min. - 4" - -I - 31/2"(min.) - 4" - - - - -I -7 (2) #5 CONT. 4" 11'-4 8" (2) #5 CONT. 4" 1-4' U.N.O. MIN. U.N.O. GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @ STEP CC SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C 12" N.O. 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. CON", EMI �s -OSID EE SOFFIT SHEET LOAD BEARING OR 2x STUD SHEAR WALL REQUIRES 2x BLOCKING SEAMS. @ 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY �M s �o N NJO �/ cam 8"x8"X16" KNOCK EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' NOTE: -OUT BLOCK W/ 1#5 CONT. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @THIRD POINTS APPLICATION SEE SECTION C/S3 FOR FILLED SOLID W/GROUT #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR "J" ,,, „„ „ „o 5/8 x 10 J BOLT @ 24 O/C W/ 2 X 3/16 METAL LATH. FIRST 2 LAYERS 3/8"THICK EACH. CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL SIMPSON SP1 w/ 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8 THICK. K.O. BLOCK (10)10d NAILS (IF NO UP LEFT ON @ 24" O.C. VERT. OR 2x P.T. PLATE TYPE 'IS" MORTAR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD SPACE ANCHOR "'SIMPSON SP1 (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20"MIN . LAP [24"MIN. LAP]BOLTS #5 REINFORCING 6H w// ((10)10d NAILS • N 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR o END OF 2"Mx PLATEN ARCHITECTURAL r- PER MFR INSTRUCTIONS FINISH ASSUMED FINISHED E #3 OR #4 REINFORCING BAR 4 PT WD FURRING . • I ta1.t• . I LAP SPOCIE FINISH GRADE ;0 MIN. LAP [30- MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] 1/2" GYPSUM WALLBOARD- (1) #5 VERT. IN FILL MONO OR STEMWALL---,,����l 25 mmlmaw. ------------- -------------.._.._� - L -..}- It • • . - • • ` �11=�1= II�II�II'lln� 1-----:...:�_._.:_.�._:a_--=--=.r_._.�. FOR LOCATIONS)- #5 • r (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <_ 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > T-6". -1/2"GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. •5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) s E 6x6W1.4xW1.4 = WWF OR FIBERMESH r �, p x 4"x4" INSPECTION P° e z • #5 LAP SPLICE 31/4" BASEBOARD PORT AT EACH NOTE: g o P o I=) I=1 I= =I l=III=� e " #5 NI ,, p 36 MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 8„ 1,4„ 8" FOR BEARING WALL (=1I1=I I = I =III=III= I r COMP. SOIL. (COMPACTED TO - (TYP.) FILLED CELL TYPICAL _ _ _ _ 4 W! UPLIFT ONLY _ _ _ _ _ _ _ _ _ _ _ __ =i ' 95 /o MODIFIED PROCTOR ASTM 10" MIN. 2500 PSI CONC. SLAB _ _ _ _ _ _ _ _ - - M AT GARAGE CONTRACTOR III=1 � I=1 � I=1 I I=1 I I=III=1 11=III=I 11=I 11=1 I I=III=I i I=I 11=I � I I � D1557) MIN PSI MAY VARY PER TO CUT BLOCK OR POUR -� I I,, - I I I i l l l=1 (=III=III=l 1=III=III=1 I I=III=1 I=1 I I I I 1-1 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. CURB DUE TO SLOPE 11=III_-III , 1►► Ii ,I ► I I 1-1 1=1 I I_ #6 LAP SPLICE TYPICAL INTERIOR BEARING CONCRETESLABW/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS F WALL W/ UPLIFT rG W1.4XW1.4 WWF OR = DECO FINISH 4" to 6" "FIBERMESH" SEE TYP. WALL SECTION FOR ADDITIONAL BELOW GRADE S SLAB INFORMATION. N ' e► = Z 00 6x6W1.4xW1.4 ° 31/2" WWF OR FIBERMESH 6 MIL VAPOR > z min. 4" BARRIER ; p �r 1 v e a COMP. SOIL. °O (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. ON CHAIRS TYP. #5 REBAR CONT._/1'-4" (1 STORY) STD. 90 HOOK (SEE U.N.O.DETAIL 4„ V-8" (2 STORY) U) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5," DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14„ O.H.D. RECESS PAVERS `I z '414 . R ML _ T 3!; T SEE A/S3 OR J/S6 m T FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR)') / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SCALE:3/4"=1'-0" S3 GRADE #5 REBAR w/ OPT. GREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" 73 EXPANSION JOINT BLOCK WALL BEYOND 13 O.H.D. RECESS e CM r _ .: • • . . Ch •'y'• . ? + - :. 7712 I . ••, ,� -II mot• OP ,:. 4„ _, SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STC RY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 SEE PLAN r 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) I WWF OR FIBERMESH SEE ROOF PLAN S G D (U N O) P.T. 2x 1/2" GYP. BD. „ HOLD GYP. BD. 1/2" FROM SLAB J CONT. BEAD SEALAN r. INTERIOR e. e. -3 1/2" � CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB .m e N M 6 MIL VAPOR T - BARRIER 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. _ " CONNECTION INFO SEE PLAN FOR = & LAYOUT DESIGN v TOP OF BEAM IV SEE ROOF PLAN ;p e (2) HTS20 FOR STRUCTURAL E _ BEAM SIZE & CONNECTION INFO I I 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 g 0 ATTACHED PER NAILING FOR REINF. INFO. w SCHEDULE OPTION #1 Ez SEE TYP. WALL SECTION FOR ADDITIONAL j w 6x6 P.T. #2 SYP SLAB INFORMATION r� E J' rM 23 W ABU66 SLAB STEP & RECESS S.G.D. Cn SCALE:3/4"=1'-0" S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" GARAGE COLUMN TO PORCH SILL O.C. PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL -, W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS _ TO FOUNDATION PAD e INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. „ ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT •E w/ MIN. (2) #5 VERTICALS oo z GRADE a ° FILLED SOLID (SEE PLAN FOR _ _ _ _ ° Q _ 6 x 6 W1.4 x W1.4 =1 SIZE AND REINFORCEMENT) 0 I I I=1 I I ° °• I=III=1 1=I 11-1' r WWF OR FIBERMESH T M Z w W F=I 11=I III=1 I I-III=I I w 1=III I -III -III= 0 e „ BRICK PAVERS or SLAB PER �COMMUNITYSPECS O W� 0 0 = " (n =III=1 ! • °• = i=l'm-'T- = z a 4" 4" INTERIOR WALL SLAB STEP NON-BRG. rK SCALE:3/4"=V-0" S3 0-0 FIN. FLR. IRV I I -I -III-III-III-I I I -I - III w -III III=III-III-III-I III-III=III-' FOOTING I I. ; ,I I JEJ I ll i it I JEJ l i, ,11-III-III-' BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 ,,�-,�aa�trstl:►�trro��r� U ' ROFE35\Q+ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W g go 8,�� 0[` N C N J M N r` d � ao LL ci 0 :? "•' o� w _j W U- LL LL a a a si ra u.:13 �In°' 0W Z 0 �==� m° $0- W m o r­- E cP _j 0 Wco Z �d00 EL IILL A;z aMZ ° d aol3❑ Z W z � z ^� Qq d N _ M � CD s �U O t° � � o w 'I • z _■ U � � . r o W Z "_ E w� g� �° go p t� Z. �� oa I , Z � N rp ad xz W WU �a N C a m m o ou <W z J $� �Z H W U°Z o o 15. nj CD CID�w ZIa � r- = M T ^L' W D cD .> Ln N Co F� 0 C N O � Z � � r I Lo 0° r O o T- .. E w M N y o Z E :3 c a.0 M < pre JOB NO : 20-1129 SCALE : AS NOTED SHEET NO. S3 (MONO) (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN I1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.) —� 2x DEAD WOOD @MID FOR CLEAN -OUT POINT w/ (3)12dTONEAI MIN. EXTENSION FROM DOUBLE 2x TOP LS SPACED EVENLY EVENLY EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL rT� SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYpj SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2X4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO of TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) —ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. CL TO DRAIN EXTERIOR WALL CLEAN -OUT WALL A SCALE: N.T.S. S4, 1 ST COARSE 2ND COARSE 3RD COARSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D S4 SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" KNOCK_OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 .. .. ?I 10-sm— oil ■■ill III■■_ Pr NOTES: 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. 2� VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. 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 a r LU T Q 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 a 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. SF A�Npo� �N 2x CRIPPLES @ —� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1 /2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET fOP a !ARAGE OOR vvvnrnnvn W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1)LSTA30 4'-9- (2) (3) (2) (2) (1) LSTA30 (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 1—(2) 2x HEADER SEE PLAN INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 OR SIMPSON HTT4 TYP. Op U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. SLI. SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. 5/8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION SP4 �1 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 12 (TYP-) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" OIC 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 SIMISON SP2 w/ (12)10d NAI AT EACH STUD USS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS 1/2" EXTERIOR GRADE SHEATHING LBLOCKING EACH END FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) LU v O/C FIELD 7g 2x TOP PLATE V2-16d 2X4 PT STUDS @ 16" O.C. NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS =_= CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT LMAIN O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF 48N�/� ICE STAGGERED 10d @ 8" O/C ATTACH ALL J EXTERIOR STUDS W/ (4116d TOENAILS TO'TOP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON C SIMPSON SP4 SP2 2X P.T. PLATE SIMPSON SP4 —� ° `NAILED INTO - TRANSOM TRANSOM FRAMING FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSC LNTELS SP4 SP4 SIMPSON SP2 ­1 NAILED INTO TRANSOM FRAMING SIMPSON Sp1 SIMPSON SIMPSON SP4 SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° e ° • HTT4 w/ (18)10d NAILS (3610# SPF) ° e • HTT5 w/ (26)10d NAILS (4670# SPF) • DTT2Z w/ (8)1/4" x 1 1/2" SDS (1835# SPF) ° o ° • HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (2215# SPF) ° ° • HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (3285# SPF) • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (4065# SPF) _ "-- • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) • HDUl l-SDS2.5 w/ (30)1/4" x 21/2" SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT 9 • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT 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 2S4) SCALE: NTS SIMPSON SP4 �2X TOP PLATE OVERLAPPING 2X8 P.T. BOTTOM P TE 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 " —10d NAILS @ 6" STAGGERED io I J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE C TRUSS ABOVE /— 2X BLOCKING 6d TOE NAILS 3LOCKING WALL ABOVE RY BLOCK W/(1) 3'ONT. & -ED 10" J-BOLTS O.C. ONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. / STAGGERED STAGGERED TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" ISO (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12)10d NAILS MASONRY­-5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10)10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM / a 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R SCALE: N.T.S. yN%1�`Etfte'�,y '\O el VD aic 4 F E S r��0 . Lti To the best of the Engineers knowledge, information and belief, the structures 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. 0 W 11W E 1,2 8 N m it I` 2 W LL 0 2 LLLLaoW in a 6'-" W rn W LL a a�2 C 0 > Y Cm W - m ° c mod'° Q�¢o ? � a M I � 0 � N zIL ° 000❑ W z z g J C7 d N Q � z i2 +-+ cn oW� N in c � asw U 0° ~ o g U z 0c Q a o M M zx&� W E o os ® Zo 4 m 6 uo U zL E N z fo Q O �� zo WW 0 N c ZLL Z J �m aN ° W a� 3 LLa w az Tr aLL t Jz S~ �t i.5 u3 �M 0 = >Mcr L. 9 W c� \ LO ./ _j N ^ � C O r o O) LO Lo T Z N t r L O r— J� L0 O\ T M o Z O E rn V? r`a c a U ¢ 0 j JOB NO: 20-1129 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAM11 W/ (4)1/4"xl 1/2" SDS SCREWS TO BLOCKING & (� 1/4"X2 3/4" TITEN TO CMU SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS NAILING SCHEDULE FOR TOENAIL W! (2) 16d NAILS SHEATHING DETAIL 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND TOP CHORD @ 24" O.C. NAILING SCHEDULE FOR BLOCKING FOR SHEATHING DETAIL .. FIRST FOUR SIMPSON H1 OA w/ (18) BACKNAIL w/ (2)16d NAILS 10d x 1 12" AT 1 EA. 2"x4" SEE STRUCTURAL NOTES - OUTLOOKER OUTLOOKER AND NAILING SCHEDULE @ 24" O.C. FOR SHEATHING DETAIL ROWS OF 45° t �MAX. TOP CORD BLOCKING 45°f X 2X4 CONT"L"BRACE @ j SIMPSON H1 OA w/ (18) FOR FIRST FOUR FASTENED W/ (2)1 Od 3" ITRUSSES EDGES OF 2x4 CRO�S BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24"O/C. CMID HEIGHT SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF TYPICAL @ RIDGE FASTENED AT BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 48" O.C. EACH JOINT W/ (3) 10d AT LEAST 90% OF WEB A @ 8'-0" O/C. EXTEND AT LEAST 90% OF MAX. & (2)10d TOE NAILS @ 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROM LEDGER TO 7/16" OSB SHEATHING & (2)10d TOE NAILS @ BLOCKING — -� ATTACHED W/ 10d EA. END NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 10dX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS OSB SHEATHING ATTACHED 10d NAILS 6" O.C. INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ @ EDGES AND 12" O.C. FIELD 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) FASTEN WITH 10dx3" @ 4" O/C SPACED 71 INSTALLED PER MANUF 2"x6" P.T. SILL NOTCH "L" BRACE HERE @ 48" O.C. . MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. -- WEEP SCREED 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)1Odxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 10dx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4)1/4"X21/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" 1 EMBEDMENT IN KO BLOCK GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) 10d NAILS & (4)1/4"x21/4" SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE BACKNAIL W/ (2)16d NAILS REFER TO DETAIL J f SEE STRUCTURAL ON SHEET S5 FOR M M " Frt NOTES AND NAILING X-BRACING, AND TOP N SCHEDULE FOR CHORD BLOCKING go ° `o ° SHEATHING DETAIL INFORMATION ill 11 ". 2"x4" CROSS BRACE WOOD TRUSSES 00 c0 APPROX. 8" FROM RIDGE FASTENED AT 2x4 RAT RUN BRACING EACH JOINT W/ (2) AT 24" O.C. ON TOP OF ivdr TV 10d & (2)10d TOE BOTT. CHORD FOR 4 NAILS @ EA. END TRUSS SPANS 40� 40� ATTACHED W/ 2 -16d 40� 2x4 PANEL BLOCKING AT EA. TRUSS JOINT " �� „ (2) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF @ 48" O/C FOR THE FIRST (4) ROWS OF 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & 0/C w! (2) 16d TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH " " SIMPSON H10A w/ (18) SIMPSON SP4 w/ (6)10d x 10d x 1 12" AT EA. 1 12" AT EA STUD (USE BACKNAIL w/ (2)16d NAILS OUTLOOKER SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) SEE STRUCTURAL NOTES - AND NAILING SCHEDULE FOR SHEATHING DETAIL 2x4 OUTLOOKER @ 24" O.C. (OPTIONAL - SEE TOP CORD BLOCKING FOR FIRST FOUR ROWS 4" M' ELEVATIONS) OF TRUSSES @ EDGES OF SHEATHING TYPICAL DOUBLE TOP PLATE 2"x4"CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT W/ (2)1Od & (2)1 Od EACH JOINT W/ (2) TOE NAILS @ EA. END 10d & (2)10d TOE 2x FRAME WALL (SEE WALL NAILS @ EA. END SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD (2)16d NAILS END TYP. TOP & BOTTOM ATTACHED 'Mill ZZTZZT-- IN 2X4 PANEL BLOCKING @ 48"A 2x BLOCKING W/ (2)16d TOENAILS O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM 2 4 "T' ON TOP OF PANEL SIMPSON H1 OA w/ (18) 1 Od x 1 12" AT EA. OUTLOOKER (2)16d 2x4 OUTLOOKER @ 24" O/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ " MAX. EDGES OF SHEATHING TYP. -"L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) r-GABLE TRUSS r-1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4'T' ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C EA. END TYP. TOP & BLOCKING, FASTEN WITH SIMPSON HGAI OKT w/ (4)1/4"xl 1/2" BOTTOM ATTACHED w/ (2) 1 Odx3" 4" O/C SDS SCREWS TO TRUSS & (4)1/4"x3" @ SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12)1 Od 16d TOENAILS 2x4 LEDGER (MATCH BOTTOM DBL. TOP PLATE NAILS AT EACH STUD CHORD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 SIMPSON H10A w/ (18) 1Od x 1 12" AT EA. 2X4 OUTLOOKER OUTLOOKER @ 24" O/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ 24" MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" (2)16d NAILS OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION 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/ 1 Odx3" @ 4" O/C (2)12d TOENAILS EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON - LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B..C., SAME NUMBER OF ROWS, SAME SPACING) D USECTION SEE TYP. WALL SECTION FOR SCALE: 3/4"=T-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 9 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 1INIMUM 2x ,ROSS BRACING SEE PLAN FOR OCATIONS) (2)16d PER JOINT t- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEEM/S5 CROSS BRACING DETAIL EJEM 12 6.9 MAX. SCALE: N.T.S. 2"x4" OUTLOOKER @ 24" O.C. W/ (2)1 Od PER JOINT TOENAIL- W/ (2)16d NAILS ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. 1 GABLE TRUSS 55 "L" BRACE W/ 1 Od @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) I •a II ' • II a ° t II dl a \ • ti . �I It ' . . ° �I a 11 ... • ' II •e II• CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 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) a 8d @ 6"0/C 2 x 4 BLOCKING w/ (2)1 Od WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) `-BRACING w/ (3)1 Od x 3" AT EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH SIMPSON HGAMIOKTA w/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" TITEN TO CMU • EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 07 - 3'-0" T-O" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1 Odx3" NAILS @ 4" 0/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.) `STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN E S5 0 z w IL x 2x4 BLOCKING 2x4'T' BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB -� SINGLE "L" BRACING DETAIL/"6 SCALE: N.T.S. �5/ DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE �7 AS PER HIB 91SCALE: N.T.S. S5 20 -0" MAX 20 -0, MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTOM CHORD BRACING 2X4 MIN. Ill � 14 I i11 ��IIINIII I�111 NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2)'T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL a /TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION �• •. J -: ••. .. //A /f4 ROFt~W .e 0W, j4"fI 1IGt1Ilt\\ 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 Q N�Al O 4 6§ N it J ci Lo 0 S M04n N Q, 01 J #CNDLLLL - ue a (ALL N LL 81 Z a c ti: atnO1 0'z '0Y 0 mm°o 19 W W p-S9 ca o r` 2Ecrn 04 J0�go z NaclZ C4J F J o000 W 0 � - Z n a QXN Z 'U N < O Q C '® C) 00, = o �0 Q o C11. a W Z � E c �� as zo o E V c i 8 wa z E N 9 a4 ado g� w � Cf) C �1�1 a ZrLL z v J .1�LLLLz W Ni t/1 �� U ga4 a= _ �k �LL z �~ mj co Z� 3 � .2M >M � ci 125 W � / LO ccN J 000mw% c f�' m R O �T�/�� Y / ■T� Z LO T N i Looro� r o T E ' CV CM o Z Z E O E N a U Q O JOB NO: 20-1129 SCALE : AS NOTED SHEET NO. S5 DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL MAX 8„ UNACCEPTABLE INSTALLTION � TO PRODUCT P.T. TO PRODUCT TO PRODUCT APPROVAL FOR CONN. ` PROPER INSTALLATION DO NOT DO THIS ' 2"x BOT. PLATE W/ (2)10d @ 6" O.C.. APPROVAL FOR CONN. APPROVAL FOR CONNM. 1x4 1 X 4 ` #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 1x4 P.T. 3-1/4" LONG X 3/16"0 FURRING 3/16" 0 X 3" LONG „ FURRING (2) ROWS 3/16 x 3-1/2 FURRING #5 REBAR ` AND NAILED W/ 8d COMMON@ 6" O.C. EDGES AND 12" O.C. FIELD O. BOTTOM PLATE W/ 8d D 4" O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCON @ 16" O.C. & 4" STAGGERED IN 16 STAGGETAPCONRED 2Xg (T,YP) ♦ BLOCK@ SPACING „ 1 DETAIL 1x8 P.T. FROM EACH END w/ MIN. O.C. 2-ROWS INTO �� 2 EDGE DIST. ATTACH 1X8 � PER MANUFACTURE MASONRY THROUGH �� 1x8 w/ 2 ROWS 8d NALS 1-1 /2 DETAIL () 3 �� DETAIL � D. 90 HOOK (TYP.) STD. 90 ♦ -� 2x BAND JOIST W/ 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 1Od @ TRUSS VERT. WEB 3/16" x 3 -1/2" TAPCON @ 16" 1x4 P.T. DOOR JAMB REFER TO PRODUCT METAL 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 1;♦44 LAP SHEATHING TO TO PRODUCT 2" EDGE DISET. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" BOTTOM OF AND APPROVAL FOR CONN. x 3-1/2" TAPCON @ 16" (2) ROWS 3/16 x 3-1 /2 O.C. & 4 FROM EACH 1x4 JOIST TYPICAL — J TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ FURRINGSIMPSON ' ±2° NOTC F,� @FIRST COURSE HGAM1OKTA 12" O.C. °� w/ (4)1/4x1 1/2"SDS SCREWS 2x P.T. AS REQ D MIN. 2" EDGE DIST. " 2x8 (2) ROWS 10dx3 L NOTCH WEB THE I ♦ INTO BAND JOIST & (4)1/4"x2 3/4" 2x DETAIL 21/4" DETAIL STAGGERED @ 12' 0' 3-1/411 DETAIL ±5^ L AT FIRST 2 COURSES ' TITEN INTO K.O. BLOCK BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION A -A UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1 /4" x 3114" TAPCON (1 1/4"MIN. =1610 # FOR 2 STRAPS FILL 1st 4 COURSES EMBEDMENT INTO BILK.) 1/4" MAX 2'-0" 8" SOLID W/GROUT 1 X 4 FURRING � SOLID BLKG. AT TOP BTWN. 1/4 x 31/4 TAPCONS " 1 PLY PRE-ENGINEERED TRUSS d. BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS 1/2" DRYWALL * SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SfNKERS AND (7)1/4"x21/4" 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 BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. FURTHER INSTRUCTIONS. �_ ,p •" .: e ..: BACKSIDE TO FIT ARCH (4)1Od NAILS INTO 2 x 8 FACE OF ARCH W/ (3)10d NAILS AT EA. END RETROFIT TRUSS DETAIL OVERHAN i CONNECT W/ 8d NAILS BRACE/ BLKG. ,•d ;d 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 RETROFIT WALL OVERHANG DETAIL (NTS) 4" MIN. OF BRACE INSTALLATION DETAILS A 2 X 4 #2 SYP SCAB TO SIDE OF -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO 7-6" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED) W/ (3) #6 X 4'%" WOOD * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4"- NO REPAIR REQ'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL NAILS @ 8" O.C. ARCH DETAIL 4' MAX. RAD. J USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ XOV TO TRUSS TOP CHORD FRyq TO TR. MIN4 EMBEDMENT AT 16" O.C. N �FNO7N 1 r-Orr 51-011 SCALE: N.T.S. SS 12 + + PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS •. WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED > ► '.p EMBEDMENIINTOK.) PER NAILING SCHEDULE ALL TO SUPPORT a /4" MAX 2'-0" 81' TRUSS + SOFFIT #5 BAR ° . ►. „'• : , ► P ► BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON + *: p 10 • ► • : CENTERED W/ g 1 X 4 FURRING BLKG. & BUCK 2X6 TO 2X4 H2.5A w/ (10) 2X4 SYP .. ► • '► IN TOP, 8d NAILS EACH TRUSS _ ► s ; KNOCKOUT / iN — '• '; ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK B VET. W/10d NAILS AT EA. END( (ND BTWN111 PROVIDE (2) MIN. PROVIDE 2x � CONNECTOR �� � p• MONO FOOTING •, SIZE AND REINF. PER PLAN °• VERT.PROVBRACES WHENGTEOF TAPCON AT EA SIDE 12dNT. NAILS _ BRACE EXCEEDS 24" BUCK- (1) WITHIN 4" JACK TRUSS PROVIDED BY SEE LINTEL SCHED. AND SECTION DETAILS ' LEAVE A CUT OUT IN O.S.B. ON MIN. OF START OF TRUSS COMPANY OR 2x4 -I a 2 x 8 VERT. BRACES INSIDE TO ALLOW FOR INSULATION () ARCH #2 SYP @ 24" O.C. ENTER SO IT CLEAN FILL .► • DIRT 6 z TO BE INSTALLED OOF BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTELJ ° STANDARD o , SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION •.•'. #5 BAR IN ° 90r HOOK N TO FIT ARCH CONNECT W/ START OF ARC IF TRUSSES USED) W/ (2) #6 X 4%' WOOD FOR OVER HANG FILLED CELL - T� 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4 MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") It:: L;"h • BTWN. OSB ARCH FACES W/ (4)1 Od NAILS EQUAL EQUAL WALL USE (2)1/4" X 31/2" TAPCONS AT 16" .; L R W THRU OSB INTO 2 x 8 O.C. r. r. r. r. ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL rK SECTION @ ENTRY L SECTION @ ROOF EXTENSION MB-gMONO STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS SCALE: 3/4" =1'-0" SS SCALE: 3/4" =1'-0" SS TO STEMWALL FOOTING 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 AT LEAST 2 HOURS BEFORE PLACING MORTAR. CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. 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"4" MIN. HOLE SET BAR IN 118". 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 wl (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) - E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS PERANCHOR 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 a o SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER COVER 6'_O" F.F. EPDXY MIN. 6"EMBEDMENT & " a FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) 3 MIN. EDGE DISTANCE � � � LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE EXPANSION STRIP o Uj NON SHRINK GROUT. THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL ; :. ° n o P w a A REINFORCING AS FOLLOWS: .. ;': t: e' ¢ cn 1 * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW.— SEALANT U_ g * PRESS PANEL REINFORCING INTO PLACE. ,; .;;.,:..=' -'. ° `+;::` = v z #5x6 EMBEDDED INTO * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL 1.v 6" MIN. LAP SPLICE W/ REINFORCING PANEL >' ► , EXISTING FOOTING (2) #5x6 IN CONC. in SMOOTH. DO NO FURROW. 'S,M" n ,.° N FILLED CELL DRILL 3/4"x5" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE n, .' n 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 4; `. ' SPLICE NOTE: 04 ° '► Cl) REMAIN FREE OF MORTAR. z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r 0 to TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° ` \a 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY.TOOL GLASS BLOCK DETAIL \ ° 2 #5 REBAR. MIN. 3" I NTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER CORSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. Of COVER EA. WAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING, 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4"_ 0" -1- „_ 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. OW N cli _ -j h O� 41;(. F E "/ "1s�f'sllh?ke0 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 S p.1 cc cc O �00 Qi N , i M rn Jl N J J # Co ry U. J� W W 61 ;L J 25� (0 y t7 Z u J a a W LL y a > C LL a s Y Z ap;o E T rn mm -O ¢ d O Z ILW IV .@- N O fr Q to N Q M Z U -a ov Z ❑❑❑❑ W N z _ C> z g z13 a a V) z o C1 LL V � 0 - w N c 0 0 S c w M coz os Z J z ogo Z® aE E O w� oa F_ C1o< V jQ oZ D � Q? ru °do <o wZ a� mo C VZ oLL Z Cn a� o Q z �z g�= U W Q_3 z � z¢ M = >M L � Lo ^' W � LO m Ll. J N Q C O m CD O T = CD Ln .� TT N Z n r LO r .�L Ln °r° r r E c (0 N M Z z = E y a U � a p JOB NO: 20-1129 SCALE : AS NOTED SHEET NO. SS CONTINUOUS LATERAL BRACING - NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS FOR NAILING CROSS BRACING DETAIL (TYP.)ri SCALE: NTS TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB ---::- 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB—,�j 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS BLOCKING X-BRACING - 2x4 SPF OR SYP w/ 2-16d @ EACH TRUSS WEB TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH �3 TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — 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 DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. 4--= 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. '�7A TRUSS (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: NTS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) „ 2x8 #2 SPF RIDGE BEAM * * 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'4"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 3 SCALE: NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( HIP G.T (2) 2x8 #2 SYP wi O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC. WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4)1Old 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"x21/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY 2 MASONRY WALL 4 SCALE: NTS 3IMPSON HUC410 w/ 6d INTO HEADER & ( 0d INTO BEAM - SEE tOOF PLAN FOR MOE NFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE-7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON SC EDULE/PLANM OPTION B CONNECTION INFO OPTION C SEE PLAN FOR CANT. COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A � A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED CORNER SEE FOUNDATION PLAN FOR MORE INFO COMMON BM. ATTACHMENT SCALE: NTS SCALE: 3/4"=V-0" SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. MIDDLE BM. SPLICE OVER CENTER OF POST JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE EXTERIOR SHEATHING WPM ATTACHED PER NAILING 0-11 SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL aC� ENTRY FRONT WALL SCALE: NTS 2x4 #2 SYP NAILER. NAIL TO STUDS w/ (3)16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED W/ (3) 10d PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. SIMPSON LUS26 w/ (8)10d NAILS --- OR IF 2 PLY TRUSS SIMPSON LUS26-2 wl (8)16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 41/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE:NTS 0 VARIES 2x STUDS @ 16" O.C. ROOF SHEATHING SEE 1/S5 FOR SEE PLAN FOR w/ SIMPSON P w/ 0 10d ( ) ATTACHED PER ADDITIONAL AT TRUSS NAILS AT BASE & SIMPSON 2x4 #2 SPF BRACING @ NAILING SCHEDULE OUTLOOKER 8dON AILS INFO.VALLEY SP2 w/ (12) 10d NAILS AT TOP EXTERIOR SHEATHING INFO. 16" O.C. W/ (4) 12d COMMON TRUSSES. ATTACHED PER 2x BLOCKING BETWEEN STUDS TOENAILS TO TOP SEE TRUSS PLAN 2X4 STUDS w/ SIMPSON NAILING SCHEDULE TO TRUSS W/ (2) 12d TOENAILS PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS EACH END ( BETWEEN TRUSSES STRUCTURAL SHEATHING NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR GABL (2) 12d NAILS TO EACH VERTICAL ATTACHED PER NAILING BOTTOM CHORD PLATE MORE INFO. TRUSS LOW ROOF/WALL STUD) SCHEDULE SHEATHING ATTACHE00 VARIES SEE PLAN PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d OL VARIES W/ FOR WALL LOCATION 2x4 BASE PLATE W/ 1/2" PLYWOOD NAILS @ 16" O.C. ALONG W/ ROOF SLOPE SIMPSON LSTA30 w/ SIMPSON MTS12 w/ (14) 10d x (22) 10d NAILS OR (2) 16d NAILS TO 1 1/2" NAILS TO BLOCKING WOOD WALL SIMPSON MTS12 w/ EACH COMMON BELOW @ 16" O.C. OR TRUSS. 2X4 CONT. W/ (2) MIN. 2x4 #2 SPF STUDS @ (14) 10d x 1 1/2" NAILS SS/ FRAMING Grp TOP & BOTTOM SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR TO FLOOR GIRDER NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C. STUD TYP. T&B PER NAILING SCHEDULE & • MASONRY WALL BELOW: SIMPSON PLYWOOD (3) 12d TOENAILS TO 4v. HETA16 w/ (9) 10d x 1 1/2" NAILS @ FLOORING TRUSS OR SEE PLAN FOR PLATE BELOW MASONRY WALL 4'-0" O.C. TO GABLE TRUSS ROOF SYSTEM TOP OF WALL ; OR BEAM . • BEAM BELOW: SIMPSON HTS20 w/ MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER SEE TRUSS PLAN 4. (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. 4W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR ; . TO GABLE TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE 16" O.C. MAX. �' SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) SHEAR TRANSFER INFO. . I& SECTION @FLOOR FOR CONNECTION MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. EXTERIOR. WALL SECTION ENTRY 8 CONNECTION r22*�SECTION AT HIP GABLE 12 SECTION @ BUMP OUT 39 SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS DETAILS & SECTIONS 1 1 *•' FL oltx .. EEItE,41 To the best of the Engines knowledge, infonnatlon 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. a SO3 N N J# C, C 2& (0 Gi N N LL -LL�'R22 U. LL a a LLM awa�Y Z �on �zgpj W 2 ETrn d o � O Z ILNainz°03 z ° ❑❑❑❑ W z z z g Q v a Nn z�R g .2 W T4--J — , a 'U � O r it V1 c V) � � v m o g ® w CAD M M z w ' Lj- E o a a E Our o oa w� gzWz zof N � L �¢¢a 6 a� 9 ry r_ 1' ji o o� Qx Z J m iZ C 3 8 U W � 3 o *0 N =k IIIIIIIIII� �O z W c� '_ a �O `7 ow z 0 `M = >iM � ai ^L W � LO m N o Al m Ir CO r%. N O .T� Z N r E 0 M Z W NIce E 20 m a U Q p JOB NO: 20-1129 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 7 RESISITIVE 0.3 in: 12.0 in 1 BARRIER WOOD FRAME CONSTR. R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall include JJJIII TAPE EXTERIOR SELF -ADHERED FLASHING3/4"-1" BEAD OF CONSTR. (O.6 Cm : 30.5 Cm) 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 a SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER - SELF -ADHERED FLASHING OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN resist liquid water that has penetrated behind the exterior covering from further intruding into the exterior wall assembly. An exterior wall covering WALL BY 6 IN. UP JAMB 6". USE LIQUID NAIL BRAND is described as a material or assembly of materials a lied on the exterior side of exterior walls for the purpose ose of providing a weather -resistive ceaseMSLeowiNoowt OR EQUAL WEATHER PROOF CAULKING EXTERIOR Y PP p p p g 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. 2 ' RESISITIVE BARRIER SEAL TOPS OF JOISTS 1 WIRE LATH UNDER DECKING SUBFLOOR R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complyingwith ASTM D226 for Type 1 felt or other SELF -ADHERED FLASHING (SEE DETAIL WP07) approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such flt 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: (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 RIM JOIST 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 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 1 1 q � pP � 9 3. Fold weather resistive barrier back over head O water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be BE USED. flashing and seal With tape 2 2 2 installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING Scale: NTS SELF -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 lip EXTERIOR DOOR WITH DECK - SECTION A 1 CEMT. FINISH SILU POTSHELF/ CHIMNEY SHOULDER 1 that of 60-minute Grade D paper and is separated from the stucco b an intervening, substantial) nonwater-absorbing layer or designed FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER p p p Y g Y g Y g drainage space. EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. NEEDED IN CORNERS ADHESIVE INSTALL SELF -ADHERED ASPHALT ADHESIVE g pp g pp g p entry cavity � ADHESIVE TO BE APPLIED UNDER FLASHING JAMB &HEAD THROUGH SELF -ADHERED R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent ent of water into the wall 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 exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complyingwith AAMA 800 or ASTM C920 Class OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) p 9 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 ° 0 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 ° ° SELF -ADHERED FLASHING ° BEFORE FOLDING, SCORE of the exterior wall finish. Approved corrosion resistant flashings shall be installed at the following locations: SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE EXTEND VERTICALLYMINIMUM ADHESIVE AS SHOWN) 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish BOTTOM OF or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall ° Z THRESHOLD O � comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 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 ° • 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 O . 2 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 -r drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 2 T 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING �°' S g g 9 9 't. 1.3. In accordance with other approved methods. NAILING FLANGE `w �_* A © 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 UNDER DECKING 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco BOTTOM FLANGE NAILING 8 (SEE DETAIL WP07) 2 7 copings. 6 SEAL TOPS OF JOISTS 3. Under and at the ends of masonry, wood or metal copings and sills. SELF -ADHERED HALF ROUND WINDOW FLASHING IDOWG 1 EXTERIOR DOOR WITH DIECK NG SELF -INSIDE DE CORNER ER 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. \ t / �Ground 7 7. At built-in gutters. 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 I # in each detail that corresponds to the numbered items in the list o instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4" OR 8" CMU (PER SEAT DEPTF FILL WITH GROUT SLOPED MUD BED - VINYL SHOWER PAN n E 4M SELF-ADHEF 1'4" PER PLAN V-0" PER PLAN SHOWER SEAT MI SELF -ADHERED FLASHING OUTSIDE CORNER Li] co to Q Z LF-ADHERED FLASHING rCH FLASHING a a a LU PLASTER STOP _ co CONTINUOUS BACKER UU W ROD & SEALANT = W Q LU W � ° A rn 0 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 r3u�ri.I.r.�a•1.ur III THIS NATU DO NI DRIP ACCE SOFFIT/CANTILEVER Water Resistant Barrier Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING, 'OSB% PLYWOOD, DENSGLASS FRAMING SHEATHING ANE WRB WRB Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 7/8" Cement Plaster Felt it. ®� ,II i lI ' Ir �' Plaster over block in accordance wit LU cIt 00 a C ELL backed meta 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 O N c To the best of the Engineer's knowledge, ir>fonnation 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. F � $ N N �.i J MN^ § # 0 32 �LLanw. a N � ii� aaw�Y oc W �V� m�°o a 0 LL �Er`� °� c> I- J W z N M e Q MM d M � CD U_ L ' -. A3 s - FL17244.1 ESR-3455 12131/2020 A23 FL10446.2 ESR-2606 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/3l/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12131/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12l31/2020 12/31/2020 12/31/2020 12/31%2020 12(31/2020 12/31/2020 12/31/2020 12(31/2020 12/31/2020 12(31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/3l/2020 12/31/2020 12/31/2020 12(31/2020 12/31/2020 12I31/2020 IW31/202o 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12(31/2020 12/31/2020 12/31/2020 12(31/2020 12/31/2020 12/31/2020 12/3l/2020 12/31/2020 12/31/2020 12(31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31 /2020- 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12l31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12(31/2020 12/31/2020Quality 12/31/2020 12(31/2020 12131/2020 12(31/2020 - -- -- - --- - -- - - - - - - --- . -- - - - - .. -- - - -- ---- -- -------- ----- - - - -- -- -._ -- ---------- --- -- - 2 PRO APPROVAL SPECIFICATIONSHEET (zo,$) As re aired FloridaStatute 553.842 and Florida Administrative Code 9B-72, lease provide the information and approval rwmbers on the build components nents listed below if 4 by P Pr PPr n9 po they will be utilized on the construction project for which you are applying for a -6-0 Q CC CD Q ID Q � Q O C l� -� .� 0 CU -CIO (1)Q N C Q Q Q a _O Q U- c :,�.• �-. CU Q (� � Q .� 0 Q Q L a.-r Q U) 'O CU Q LCU �-. .C_ (n Q %��% �► �•:� HD210-2 -� -�FL17232.3 _..._ _._.�_.-......_.- _.-ESR-3445 - -` 12/31/2020 HU210-2 FL10856.4 ESR-2549 HD212 2 FL17232.3 ESR-3445 12/31/2020 HU212-2 FL1oBW.4 ESR-2549 HD216 FL17232.3 ESR-3445 12/31/2020 HU216 FL10856.5 ESR-2549 HD216-3 FL17232.3 ESR-3445 12/31/2020 HU216-3 FL10856.1 ESR-2549 Cate o /Subcate o Manufacturer Product Descr) on royal Numbe s Test Pressures Ex . Dale Mounting Bta[i[ot!? (lo �) � a M 4-112 x4.1 f2 x 2A . • 9Kk VOSS Stippmt t; (May bo cut to M S�eAmhvr-Sdwdule Right Bfa&et(16Ga e) ISOMH7W24 11r0i. A325 Gat (TV-) p . 0 #14WIF-Dail V�.7✓� A VC Unit 80l oM Hurfi al eSvap (TVpicak 3 in ffortt) Washers Ft'f utCrm Sup?pmt SeIf-Lr fWO Nuts be cut to W) Lit Beet (16 Gauge) 0145elf-DriilingSivemThrul Br�ackm A OKKross Support Imo AIC Uri mom Side rx fir i ; 3 L. +Ci1 S fBF�ltJrfiCS11� 1t92j IN l l ) INFORMATION boa aett•piUw wi&=:6 thokaneAir Sim I"". 4-1-1 H026 FL17232.2 ESR-3445 12/31/2020 HU26 FL10856.3 ESR-2549 1. EXTERIOR DOORS HD28-2 FL17232.3 ESR-3445 12/31/2020 HU28-2 FL10856.4 ESR-2549 A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf 12/31/2021 HD410 FL17232.4 ESR-3445 12/31/2020 HU410 FL10856.9 ESR-2549 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.6 +67.0/-&7.0 psf 12/31/2021 HD412 FL17232.4 ESR-3445 12/31/2020 HU412 FL10856.9 ESR-2549 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.9 +67.0/-67.0 psf 12/31/2021 HD610 FL17232.4 ESR-3445 12/31/2020 HU610 FL10856.10 ESR-2549 HDO410 FL17241.7 ESR-3444 12/31/2020 HUCQ410 FL11468.11 SIM200804 ThermaTru Firber-Classic and Smooth -Star tar (NON -IMPACT) FL20461.14 +67.0/-67.0 psf 12/31/2021 HGA10 FL17699.1 Evaluation Report 12/31/2020 HGA10KT FL11470.4 SIM200803 ThermaTru Classic -Craft and Benchmark FL15225.1 +67.0/-67.0 psf 12/3l/2021 HGAM10 FL17699.1 Evaluation Report 12i31/2020 HGAMIOKT FL11470.4 SIM200803 ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/67.0 psf 12/31/2021 HHCP2 FL17236.7 ESR-3448 12/31/2020 HCP2 FL10447.2 ESR-2551 ThermaTru FiberClassic, Smoothstar, ClassicCraft, Rustic FL7640.1 +67.0/-67.0 psf 12/31/2021 HTA16 FL17680.4 Evaluation Report 12/31/2020 HETA16 FL11473.5 SIM200802 HTA20-18 FL17680.4 Evaluation Report 12/31/2020 HETA20 FL11473.5 SIM200802 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf 12/31/2020 HT1716 FL17324.2 Evaluation Report 12/31/2020 HTT16 FL11496.1 ES-0130 PGT Series 5570 FL251.10 4/14/2021 HTT45 _ FL17324.2 Evaluation Report 12/31/2020 HTT22 FL11496.1 ES-0130 C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psf 5/21/2028 HTW16 FL17244.8 ESR-3455 12/31/2020 HTS16 FL10456.22 ESR-2613 HTW20 FL17244.8 ESR-3455 12/31/2020 HTS20 FL10456.23 ESR-2613 Clopay Building Products Residential WindCode Doors W5 (16X7) FL15279.53 +30.0/-30.0 psf 5/21/2028 FL17244.8 ESR-3455 12/31/2020 HTS24 FL10456.24 ESR-2613 Clopay Building Products Residential WindCode Doors W6 (8X7) FL15279.86 +38.0/-42.0 psf 5/21/2028 HTW30 FL77244.8 ESR-3455 12/31/2020 HTS30 FL10456.26 ESR-2613 Clopay Building Products Residential WindCode Doors W6 (16X7) FL15279.102 +37.0/-41.0 psf 5/21/2028 HTWM16 FL6223.2 Evaluation Report 12/31/2020 HTSM16 FL11473.11 SIM200802 D. METAL LOWERED DRS Curries Division ofAADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 HTWM20 FLe223.2 Evaluation Report 12/31/2020 HTSM20 FL11473.11 SIM2008M HUGT2 FL6223.3 Evaluation Report 12/31/2020 HGT2 FL10456.18 ESR-2613 2. WINDOWS HUGT3 FL6223.3 Evaluation Report 12/31/2020 HGT3 FL10456.19 ESR-2613 A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50-0l-55.0 psf 10/8/2023 HUS210-2 FL17232.6 ESR-3445 12/31/2020 HUS210-2 FL1o856-R4 ESR-2549 PGT Series 5500 FL239.7 7/30/2020 HU5212_2 _._....._.__-..----.__.__..__...._.._.__. FL77232.6 _._._.._..__.._....---..__._.�_.�._` _ ESR-3445 12/31/2020 HUS212-2 FL10856.11 ESR-2549 __y_... HUS26 _ �FL17232.6 - _ ESR-3445 12/31/2020 HUS26 FL10856.11 ESR-2549 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.0/-50.0 psf 2/16/2024 HUS28 FL17232.6 ESR-3445 12/31/2020 HUS28 FL10856.11 ESR-2549 C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.0/-40.0 psf 4/3/2023 HUS28-2 FL17232.6 ESR-3445 12/31/2020 HUS28-2 FL10856.11 ESR-2549 PGT Series 5520 FL243.9 4/30/2020 JL24 FL17232.7 ESR-3445 12131/20201 LU24 FL10655.103 ESR-2549 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2020 JL26 FL17232.7 ESR-3445 12/31/2020 LU26 FL10655.104 ESR-2549 PGT Series 5500 FL261.1 N/A 5/26/2021 JUS210-2 FL17232.11 ESR-3445 12/31/2020 WS210-2 FL10655.107 ESR-2549 E. OTHER JUS24 FL17232.10 ESR-3445 12/31/2020 WS24 FL10655.109 ESR-2549 JUS26 FL1_7232.11 ESR-3445 12/31/2020 WS26 FL10655.111 ESR-2549 3. PANEL WALL James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 JUS25-2 FL17232.11 ESR-3445 12/31/2020 LUS26-2 FL10655.112 ESR-2549 JUS28 FL17232.11 ESR-3445 12/31/2020 WS28 FL10655.113 ESR-2549 A. SIDING N/A 12/31/2020 JUS46 FL17232.11 ESR-3445 12/31/2020 WS46 FL10655.118 ESR-2549 B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psf 12/31/2020 KLEG3 FL17241.15 ESR-3444 12/31/2020 LEGS FL10687.71 ESR-2615 C. OTHER KST260 FL17244.15 ESR-3455 12/31/2020 MST60 FL10852.7 ESR-2105 LSTA12 FL17244.18 ESR-3455 12/31/2020 LSTA12 FL10852.4 ESR-2105 4. ROOFING PRODUCTS LSTA15 FL17244.18 ESR-3455 12/31/2020 LSTA15 FL10852.4 ESR-2105 A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2022 LSTA18 FL17244.18 ESR-3455 12/31/2020 LSTA18 FL10852.4 ESR-2105 B. UNDERLAYMENTS Tamko 151b Felt Underiayment FL12328.6 N/A 10✓18/2021 LSTA24 FL17244.18 ESR-3455 12/31/2020 LSTA24 FL10852.4 ESR-2105 C. ROOFING FASTENERS NOT USED LSTA30 FL17244.18 ESR-3455 12/31/2020 LSTA30 FL10852.4 ESR-2105 LSTA36 FL17244.18 ESR-3455 12/31/2020 LSTA36 FL10852.5 ESR-2105 D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 NIA 9/9/2026 LTS19 FL17219.2 ER-0200 12/31/2020 LTT19 Fu1496.3 ER-130 Florida Metal Products, Inc Vent RV10 FL21580.3 N/A 12/3l/2020 LTS20B FL17219.2 ER-0200 12/31/2020 LTT20B FL11498.3 ER 130 Lomanco, Inc DA-4 Exahust Vent FL17202.1 NIA 7/10/2021 LTT131 FL17219.2 ER-0200 12/31/2020 LTT131 FL11498.3 ER-130 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/3l/2020 L U O A1W V/ _ ICU > 0 L �i'1i CL ♦-0 U O CD M W L CU LLI z J z a LTW12 FL17244.8 ESR-3455 12/31/2020 LTS12 FL10456.29 ESR-2613 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/31/2020 WGT'2 FL17240.2 ESR-3447 12/31/2020 LGT2 FL11470.7 SIM200803 F. METAL ROOF Gulf CoastSupply& Manufacturing, LL 0.032"Aluminum GultLok 16" wide roof panel FL11651.2 R3 N/A 4/12/2024 MP3 FL17244.22 ESR-3455 12/31/2020 LS30 FL10446.15 ESR-2606 MP34 FL17244.23 ESR-3455 12/31/2020 A34 FL10446.3 ESR-2606 -- FL17244.24 y - ESR-3455 - -� 12/31/2020 LTP4 FL10446.19 ESR-2606 5. SHUTTERS FL17244.22 ESR-3455 12/31/2020 LS50 FL10446.16 ESR-2608 A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/3l/2020 MPH351t3 FL17240.3 _ ESR-3447 12/31/2020 WM1416 FL10667.86 ESR-2615 All American Shutter's & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12131/2020 Florida Department of Business & Professional Regulation Pagel ar2 Building Codes and Standards 30M1e Product Approval Application Detail MSTA12 FL17244.18 ESR-3455 12/31/2020 MSTA12 FL10852.8 ESR-2105 6. STRUCTURAL MSTA15 FL17244.18 ESR-3455 12/31/2020 MSTA15 FL10852.8 ESR-2105 COMPONENTS MSTA18 FL17244.18 ESR-3455 12/31/2020 MSTA18 FL10852.9 ESR-2105 A. WOOD CONNECTORS/ -- --- - - - - -- ANCHORS USP Structural Conn. see chart MSTA24 FL17244.18 ESR-3455 12/31/2020 MSTA24 FL10852.9 ESR-2105 Simpson Strong lie see chart MSTC40 FL17244.18 ESR-3455 12/31/2020 MSTC40 FL10852.9 ESR-2105 B TRUSS PLATES ITW Boling Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A 12/31/2020 MSTC40 FL17244.26 ESR-3455 12/31/2020 MSTC40 FL10852.11 ESR-2105 _ MSTC52 _ FL17244.26 ESR-3455 12/31/2020 MSTC52 FL10852.11 ESR-2105 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 1/1/2023 fd& Entity or Pis ads Date PondinaJails 11M yansigD Approved IlanMTW16 ReNsion 2017 Gun Coast Supply & Manufacturing, LLC. Eng David Daniel S. Kuhn Lake Bowden P.E. 10/120017 10/10/2017 10/172017 12/12/2017 Approved Category: Roofing (352)498-0778 PE-75519 (334)300-1800 Subcategory: Metal Roorng infoagulfooastsuPWycom Compliance Mothod: rifrom e Florida Registered Architect or Limsed Florida Professional Engineer OualNv Aswaree I�nQLoww r«use bnorower«ua. ) erg Product Modol.Nuniw«Nam Product Q gp contract5xnkallanDate !B OutfidiHVKZ Resishert Promoters, 1 0.032&qu(A; Aluminum 5V Crimp Mn 0.032&qud; 5 V Crimp Aluminum Roof Panel 04/122024 No Yes N/A +N/Ar over 15/62&qud; Plywood-108.5PSF 2 0.032&qud: Aluminum Gulf Lok Mn 0.032&qud; Aluminum Gulf Lok 16&qua; Wide 04/12/2024 No Yes N/A +N/At Roo/ Panel over l5n2&quot:Plywood -116.OPSF 3 18qud; 24ga. Gulf Snap %qud; Gun Snap 24 Ga. 17&qud; wide Roof Panel 04/122024 Yes Yes N/A +N/AF-131.OPS over l5/d2&quotPlywood 4 1&qud;24ge.Versal-oc %qud;Versal-oc24ge16.5&qud:Woe RoofPanel 04M22024 Yes Yes N/A +N/A/ over 15/32&qud; Plywood-138.5P3F 5 1&qud: VersaLoc.032&qud;Aluminum 1&qud;VerseLocmin .O32&qud;AJuminumover 04/122024 Yes Yes N/A +N/A/ 15 &quota ;Plywood +N/At PSF 8 1.5&qud; 24pa. Gun Snap 1.58qud; Gun Snap 24ge. 18&qud; Wide Roof OM122024 Yes Yes NIA +N/A/ Panelwer16r=clud;Plywood -116.OPSF 7 1.5&qud; 24ga. VerseLoc 1.5&qud; VersaLoc min 24ga. 16&ad; wide Rod 04l12/2024 Yes Yes N/A +N/A/ Panel over15lS2&qud; Plywood-123.5PSF 8 2&qud; 249a. MegeLoc Mn 24 Ga. 2&qud; MegaLoc 18&qud; wide Rod 04/122024 No Yes N/A +N/A/ Panel over 151e2&qud; Plywood-108.5PSF 9 24 Go. Gulf Lok Mn 24 Ga. Gun Lok 16&qud; Wide over 15/S28qud; 04/122024 No Yes N/A +N/AJ-96.7PSF Plywood 10 24 Ga. Gun seam Mn 24 Ga. Gun Seam 16&qud; Wide Roof Panel 04/122024 No Yes N/A +N/Al-93.5PSF over 10 Wood Purlem over 15132&.qud; Plywood 11 24 Ga. Gulf Seam Min 24 Ga. Gulf Seem, 1 3/4&quet: Snap Lode 04 =024 No Yes N/A +NIA/ Roof Panel oneler over quotaPlywood +NIAt PSF 18n 28 Ga. 5V 12 28 Ga. SV Comp Mn 28 Oe. SV Crimp Rod Panel over 15/32&qud; OM122024 Yes Yes NIA +N/A! Plywood-156.5PSF 13 26 Ga. 5V Comp Mn 26 Ga. 5V Crimp over 151d2&qud; Plywood 04/122024 No Yes NJA +N/AF131.PSF 14 28 Ga. 5V Comp Mn 26 Ga. 5V Crimp Rod Panel over tx4 Wood 04/122024 No Yes N/A +N/A/ Pufts over 15132&qud; Plywood-156.5PSF 15 26 Ga. Gun Lek Mn 26Ga.quo Galt Lok f6&qua; Wide Rod Panel over OM122o21 Yes Yea Nu -161. 15/32&qud; Plywood-161.OPSF 16 26 Ga. Gun Lok Mn 26 Ga. Gun Lok IS&quot; Wide Roof Panel over 04/122024 No Yes NJA +N/,v-63.SPSF 15AUqud: Plywood 17 26 Ga. GunPBR Mn 26 Ga. Gulf PBR Rod Panel over 15/32&qud; 04/122024 No Yes N!A +N/A/ Plywood-154.7PSF MTW12 ESR-3455 12/31/2020 MTS12 FL10456.33 ESR-2613 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 3/31/2021 _ _FL17244.8 FL17244.8 _ _ _ _ �- ESR-3455 12/31/2020 MTS16 FL10456.34 ESR-2613 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 WA 5J21/2022 MTW18 FL17244.8 ESR-3455 12/31/2020 MTS18 FL10456.35 ESR-2613 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 N/A 5/25/2024 MTW20 FL17244.8 ESR-3455 12/31/2020 MTS20 FL10456.36 ESR-2813 MUGT15 FL17240.5 ESR-3447 12/31/2020 MGT FL11470.9 SIM200803 NFM35X12 FL578.2 Evaluation Report 12/31/2020 MBHA3.56/11.25 FL13904.6 ESR-2616 NFM35X16U FL578.3 Evaluation Report 12/31/2020 MBHA3.56/16 FL13904.6 ESR-2616 PAU44 FL17239.13 ESR-3449 12/31/2020 HDU2-SDS2.5 FL10441.4 ESR-2330 PAU66 _ FL17239.13 ESR-3449 12/31/2020 GLTV3.516 FL10667.8 ESR-2615 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following - - - - information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) ---� --- ---_-' j I ....... ___-_ :. _.... _. ... .._-. .. .-..... ....__.. ____.._ _.._..._-. .. __. ... .. . _. .. - .. - -. -_.. __._- - _ .-. ..; -. _ ._ _.._ ___.. - _ __ _ _ _ -' .. .. APPLICANT SIGNATURE DATE PHD2A FL17219.3 ER-0200 12/31/2020 FGTR FL11473.2 SIM200802 PHX J3516 FL17241.20 ESR-3444 12/31/2020 CS16 FL10852.1 ESR-2105 RFU$ FL6223.5 Evaluation Report 12/31l2020 H1 FL10456.5 ESR-2613 RS150 FL17244.27 ESR-3455 12/31/2020 H10 FL10456.6 ESR-2813 RT15 FL17238.3 ESR-3448 12/31/2020 1-110-2 FL10456.7 ESR-2613 RT16-2 FL17238.2 ESR-3448 12/31/2020 H1GA FL10456.6 ESR-2613 RT16A FL17238.2 ESR-3448 12/31/2020 H3 FL10456.13 ESR-2613 RT3A FL17236.3 ESR-3448 12/31/2020 H4 FL10456.14 ESR-2613 RT4 FL17236.3 ESR-3448 12/31/2020 H5 FL10456.15 ESR-2613 RT5 FL17236.3 ESR-3448 1-12.5 FL10456.11 ESR-2613 FL17236.3 ---- - ESR-3448 _12/31/2020 12/31/2020 H2.5A FL10456.12 ESR-2613 RT7A FL17236.3 ESR-3448 12/31/20201 H8 FL11470.3 SIM200803 RT8A FL17236.3 ESR-3448 12/31120201 SP1 FL10456.41 ESR-2813 SPT22 FL17244.30 ESR-3455 12/31/2020 SP2 FL10456.42 ESR-2513 SPT24 FL17244.31 ESR-3455 12/31/2020 SP4 FL10456.43 ESR-2613 SPT4 FL17244.32 ESR-3455 12/31/2020 SP6 FL10456.44 ESR-2613 SPTfi FL17244.32 ESR-3455 12/31/2020 SP8 FL10456.45 ESR-2613 SPTB FL17244.32 ESR-3455 12/31/2020 SPH4 FL10456.46 ESR-M13 SPTH4 FL17244.32 ESR-3455 12/31/2020 SPH6 FL10456.47 ESR-2613 SPTH6 FL17244.32 _ ESR-3455 12/31/2020 SPHB FL10456.48 ESR-2613 - SPTHB - - FL17244.32 - - - ------ ESR-3455 12/31%2020 U24 FL10655.141 ESR-2549 SUH24 FL17232.13 ESR-3445 12/31/2020 HHUS28-2 FL10855.3 ESR-2549 THD28 FL17232.16 ESR-3445 12/31/2020 HHUS410 FL10655.4 ESR-2549 Florida Department of Business & Professional Regulation Page 2of2 Building Codes and Standards UAM18 Product Approval Application Detail THD28-2 FL17232.16 ESR-3445 12/31/2020 HGUS5.25/12 FL11468.11 SIM200804 THD410 FL17232.16 ESR-3445 12/31/2020 HGUS414 FL11468.10 SIM200804 THD412 FL17232.16 ESR-3445 12/31/2020 HDQB-SDS3 FL10441.1 ESR-2330 THD812 FL17232.16 ESR-3445 12/31/2020 MSTAM24 FL11473.19 SIM200802 THOH414 _ FL17232.17 ESR-3445 12/31/2020 MSTAM36 FL11473.19 SIM200802 UGTS3F FL2033.1 Evaluation Report 12/31/2020 MSTCM40 FL11473.19 SIM200802 Assexam Design AonrInHVIoved for us. Aoorowdtoru� ImpactResistant PressureUPHDS �� Product Yodel. Numbs or Nam ggp Contrail t-mlratlon Date bF� ,Q 18 26 Ga. GunPBR Mn 26 Ga. Gut1PBR Rod Panel over 1x4 Wood 04/122024 Yes Yes N/A +N/A/ Puriins over 15132&qud; Plywood-151.7PSF 19 26 Ga. GuI1PBR Mn 26 Ga. GuJfPSR over 15r=qud; Plywood 04/122024 Yes Yes N/A +N/A/ -154.7PSF 20 26 Ga. GulfPBR Mn 26 Ga. GunPBR over lx4 Wood Pudins over 04/122024 No Yes N/A +N/A/ 152&qud; Plywood +N/Al PSF 21 26 Ga. GulfRib Mn 26 Ga. GUNRib over 1x4 Woad Puriins over 04/122024 No Yes N/A NfA/ 15/32&qud; Plywood-164.2PSF 22 26 Ga. GulfRib Mn 26 Ga. GulfRib over 15/32&qud; Plywood 04/122024 No Yes NIA +N/A/ -159.2PSF 23 26 Ga. GutlRib Mn 26 Ga. GulfRib over 15/32&qud; Plywood 04/122024 Yes Yes N/A +N/A/ -158. 21 28 Ga. GunRib Mn 26 Ga. GulfRib over tx4 Woad Purlins over 04/122024 Yes Yes N/A +N/AI 15/32&qud; Plywood-164.2PSF 25 29 Ga. GulfRib Mn 29 Go, GulfRib over 10 Wood Pudins over 04/122024 No Yes NIA -NIA! 15/32&qud; Plywood-123.SPSF 26 29 Go. GulfRlb Mn 29 Ga. GulfRib over 15/32&qud; Plywood 04/122024 No Yes N/A +N/AI -146.OPSF 27 29 Ga. GuI1Rib Mn 29 Ga. over tx4 Woad Puriins over 04/122024 No Yes WA +N/A/ 7/16&qud; O.S.B.0.3.8.-101.OP3F 28 29 Ga. GutfRib Mn 29 Ga. GuMtlb over 7/18&qud; O.S.B. 04/122024 No Yes N/A +N/A/ -116.OPSF FL17219.5 ER-0200 12/31/2020 HHETA20 FL11473.9 SIM200802 - - - LGT3-SDS2.5 FL11470.7 SIM200803 LGUM26-2 FL11473.12 SIM200802 - - - - - - - - - - - - Search Criteria Code Version: 2017 FL M: 11651 Application Type: ALL Product Manufacturer. ALL category: ALL Subcategory: ALL Appal allon Steam: ALL Compliance Method: ALL Gamilz Assurance Entity Contract Expired: ALL Product Model, Number or Name: ALL Product Description: ALL Approved for use in NVNZ: ALL Approved for use offside WNZ: ALL Impact Resistant: ALL Design Pro sirs: ALL late From: ALL Data To: ALL SHEET PA 1.0 NO. on Pe9a3ae Budding Caries and Standards tv+v7ma Building Codes and Standards ,v,v2os Florida d BleWlew 8 Pro(eaiorlM Rpulation P,p, a, Fonda DepalllrlMd d BWaIeN 81 Pro%asbral Regulation Pp, a, Product Approval Application Detail APP Product Approval Application Detail Building Codas and 3ffindWe Product Approval Appocatlorr DofaN ,soots ButllYnp Coda and 3tartdards Product Approwl Applkaron DetaY uepu Sm✓� � gets )�L rite Pendna gys Oft Pnbw er (fie N CU � V 1` 0 '~ ^' (n �./� �� C O 0 O O c O LL .� T7 O O O ief V ) ■ O ■ O W i O Q U O V v, V `� m m W a z z J d, SHEET NO. PA 1,1 Florida Department of Business 8 Professional Regulation Pepe+ae Florida Department of Business & Professional RegulatDeparlinneirst i mCU a vmumbom e '402 CIO No e Regulation - 11 1 mi bY lalY01T lLYIL�Q 1lfaltllr 19ot■Ir Lay bdidgmaddo gmmmKIWANNOLRO Prsecdow Maxim, Dow - Cn oposal VA-(D C: Departinnarit Standards 09 PAN,2F1eT.73,75.84A. e4, 42, r,42a,4M, 81eN Pen li'dn.■ea)BMpN•C«(up be'0•MOe) OeQ12Cm No Yr /b sae paAvea 102 102 YM4e PAN,7F16a: 73, 76, eeA, 94,4Z 4q 42e, 4ee, BhN Pr (nr. TeeL)Doldr•Caaro'7bte'Y OeRt/J02e No Yes rEMNOUNOLModw Cin y: VMded's (717) 3�-3300 MenlecNren Msoclabn (717) 317-8 Lessm asser L Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pepe 3 ol3 MAM20 GM Entity or am 212 Dow PAUNM 21U cos Ysdn fammmlus contact lmdmdAMl Vandal *1 ValaYd ftYmlLa FBCApamtd Approval San Revision 2017 GAP Mkhaot Shah Robert Matnlnen Jon W. Mexevich, PE 12I1IWO 12/112019 12n82019 ding FSC Appn CaMgRoofingy: Roofing (800) 798-3411 PE-59188 (964) 7726224 6WCate0orY: Asphalt Senyst mobeh( r.corn COMPft S Method: Evaluation Report gran a Florida Regietend Architect or a Licensed Fbrtda RormstmN EngMesr 9LeirIA>ta&ra Approved for Use AppL9laafo Use b= alum Lad EMAEL2mGdgbn fMao In HYM outuddis HVINZ ammm pressure 1 GAF Asphes Rod Shingles nberytes reinforced }deb, WMnded. stab and 12n82022 No Yes N/A WA hipMdge wph ft shk9r" Florida D"wb.m of BLokwn & PraNssim Regulation Poplar Bulding Codas and SWWods tavore Product Approval AppHallon Detail dlINN& go rote lute gate!" a to role in heels IflNaobm gored E11Ya=AAltaoar ididWrt iwiim admo EWLASO d a®NO two RI we 2mll LV. Thmepam, lo, aaa Thm"M AN bahnal Tay Cbtrkmn Zedwy R. Prist lade aawdm 10N020i7 10N0Q017 1001712017 12MZWT App ilvad MWsb Caapery(TAMCD) (013)245-0um PF..74021 (334)s00.1soo Datastryt PAO" lea Nag" '"A gain LeCMbgm3: Rooatp AmMsaw thew m . g Petoleo Rodgsysbm Compoom momw: Evab wm Ropedtw a pblMe RVtabed At~ or a Lbw4W Folds P"bsew Eahpkege 8aanmaLftmMr almtA� Aa®O12LUE seams ffilu and gift Led EdOaaraddo goredEMbltl A2* NJ= alemLk= Bohm Bmdn 3 TAMCOOIMWV RodVatwlh Daft 26gesldbrodvan6MbrwMMtgrabdbeas oap62026 Yes Yes NA WA Florida Department of Business & Professional Regulation Pap I a2 Building Codes and Standards 12w= Product Approval Application Detail fWtlt rarCA grit ode gao.taOdm lots mt version fmamNa cantard 4lbamt Yd ( >hmdal fubmWW !0&Amrom Amm7Bd A" Revision 2017 Baal RodWV Anderson Robin IAPMO U.Nam Evaluation Guy W. Vftk r 1011 2017 10m62017 10212017 Approved Calepay: Roiling (801) 36o"I Be,,'— LLC. (203) 8546180 SubCategory: Recent) Tabs RobkuNdenorailbarsk- compNmMe learn: Evaluation Repot from a in Product Evaluation Entity Guam,Amnroa Am[mMdfor U" AmrolaLmLYa lIW� 17 8exony 900 - Coudry 61W, Harrod Slots, Shake, Slate, Fiat Roos - Stecktan, CA 121312020 No Yes NIA WA 6pkt Old English Thatch 18 Sexany900-Country8lat Sheke&arnRSWs Flat Press -Hande.on, NV 121312020 No Yea NIA WA 19 Se rany OW - Country Sala, "a. Slew &amp; Spa Flat Profit. - Like Vista.. FL 12I312020 No Yes NA WA. Shake 28 VOs 800 Madum Prose- Lake Webs, FL I2/31rMO No Florida D"Wbrle(tt of Business & PMkuW W Regulation &"V Codes and Standards Product Approval AppNoatlon DOW Yes WA WA rap/a1 twig fkfil goal EMit9t gale air QNLBO Om gm ma )coin Mond mot rdam IomELLU eaB 3mladum leasers admd algdmr(W A&ra1 alma FWVWOR 2017 ITW soft co v"nwa Grow hlu at. St (swat ICC Data stub. LLC WMan M. Rated, PE 0e G=7 OeWR"7 oWNAg17 Approved C.MppaVecllser" 0, Lf (647)9164473 (40)MK4917 6uacosopo : Tmn PMlo dwAsomooftaxn Compoom okomh MONISM PAW floor a placed,vesmbn loge r dClLubldra gmdkAm hommuKum AwouNALNn dead awe Lod LOioLoo ddo goomaLMAmongdl ban 2ddd&Bm Baba 2N 2 rTW BGGP4 aNNW Pima Mild Caece, . PMb 12/31r1022 yes Yes red WA Florida Department of Business & Professional Regulation P.O. i of I Building Codas and Standards 1250020 Product Approval Application Detail races E se, ter Iota 9dt IIde.Blaom me MGM Version bagessomia contact L Validated IN i(al4aw SWW PSC Amrev.l Agggv $tom Revision 2017 TAMKO Building Predicts, Inc. K.rrl Ed. Zachary R. Priest Locke Bmdw P.E. 10A92017 1005M17 10,20=17 12n212017 Approved categmy: RoaNlg (417) 6246644 PE-74021 (334) 300-1800 81LCabgM: UMwMymams kem_edenchamko.corn CompNmos MWwd: EVWation Report hen a Florida Registered Architect or a Licensed Redda Professional Engineer ArWaaed far Ues AaMravedfor Use know gpgm Florida Doparhr(erd of Business & Pmb$W" Reg"on Poplar Builift Codes and Standards !moor$ Product Approval Application DOW FLONSIAM Mom 90" m ukokm Gomm fadBaaAINM Ifimmmm lfafOlra Alhollaa SCAMMO a®a Mona Re Iwo 2017 LV. PWMS ,kit meThona wn AmbboWN Tmwawbbn Uch"R. Print Left kwdon lan0rJ017 IWIW017 10/I740117 121`122M7 Approved Wlab Cm4ay(TAMCO) (613)245a460 PE-74M (334)3MlBW ORNWrt Rodblo WwAkpnowmoftA m eubC.ft :Roolkp AafMmWsalwsit b*vw Patdb R. as sysion CtrnlPBtertes moBMd: Ew MN ROw ftm s Florida A at Amhbd or a LloereW FkMo Robesl" is of ter ammswm&mkm g aaammiltuue amovoLrWa Yaoad loft teas BM69LMBddJkMbKALWM CMANLmra ft it = a bmLt 1S awhw Caron 4 TAMCO MMM Top MWP Vweah aWM for TOO 2B gL Web mdvtnft, with beat oaceam Yes Yes NA NA Florida Department of Business & Professional Regulation P.O. I of Building Codes and Standards 120= Product Approval Application Detail 920 EdrLa gate into 0.19 PWM4m colt me Version Irma90M saaatl aLia vodddadev Yatddal fad FOCAMMM A&wJed Milli Revision 2017 Global Prediction ROWcts, I.I.C. Tim Robinson Weller A T& Jr., P.E. John W. KnnwJch, PE OWOW"17 08131/2017 09n 12017 12/120017 Approved colegay: Shutlora (954) 689-7545 PE-44167 (954) M6224 aulbCadapry: Storm Panels timrobksanQWpert.wm CampNence k%dwd: Evaluation Repot horn ■ Florida RepbteredArehhed or a Licensed Florida Professional Enghser Anoyaavall for Use Amroved fa Up kv" 200 awl Product Model. Muller or Name $gdpd Aga In HWHZ Z BMaint PJ� 1 20 Gape Galvanized Steel Stain Pm la/HVHZ Corrugoted Galvanized Steel Stone Panels retained 12/312020 Yes Yes Yes WA Flod(h Daperb.m cf Buoirss & PmfassiwM R*gu W w rap / a 1 Building Codes and Standards lmmts Product Approval Application Delp ma1f11!>ea gm Eo&K gate gale 29LBOMS glee rot 3bmm mbodobm gWoM 1mMALIMM 3afaraf2 )I61d11W boam f MAmmld AUMN Awe Postage 2017 mil BMWs CWVVWWW a" hat. sites Ltwis ICO Evskbam aerviet, LLC VVN*m M. Ranged, PE owtomi7 OGW=17 OW21/2017 Approval CSMggey: ShWA-sl Cespaenta (M7)9104473 (407)W4917 6reeabggert Tests PMbs WtaileoagataramR CONVWMYsMok BWA OM nApattwa Roars emission Lift ZLON& Kamer gooLhMmalt AMMMLrtWe ammigiviYa blow adm a" tam Em6Nk2NoYra ansoLcmkwmmk rhea 9mma men Biases as 3 mil 9=00M Tnam Mold Danarrbr PbM tedium Yes Yes NA WA Florida DspaMtark of Business & ProtaealorW Regulation Pase+d/ BuiWng Codes and SWXW* 14mis Product Approval Application D*WN BAISDUM Scoot feria gala gulp gdLBNAE go MGM col a alammnl go" LdaarAlrra mdmdmm ltaadW fmMllW esOAamm aeanNa Am& noawo 2017 LV. 7110 ripwa, bw ago 7hmeaml AMhbduld Tay c adoorm "Ohry 0. RMW Lade BOwdm 110n02017 110N010017 10/17rm7 121`122017 Approved MIW CmBary (TAMCO) (613) 2163466 PE-74021 TSs4) 300-ISW r, ,,: R,.- brayog-wwkoebo- 6obCsMgrr: Roebg AceowwW Vat ee an kaa, Pat AIMRaoahg ItMrn Co pMm Wes k MOrte6m PAW pan a FMdaa RapMldaOAr~asLb aWFIaMa IF obeft Enoglaoer BAIMI Bitnint ➢MINLdroeae immNarLlra AaBraaJe[1rl Yrrt gain ant EMONLEDidiblooKwim EMANLOOMM" goalltsmblmubk YLIfO11111 gmralgfZ terra lanna 1 TAMCORWTOPOOftOVVxKwlhaasMforTU =gLsWJcmdsahIN wlnbMM ONC&20r Yes Yes WA WA Florida DtrpMtlnMa of Bushems & Probational Rep(Wm Preselect Building Codas and SMmbrds 1m2o/s Product Approval Apple a, Detail ILHaIOalt gam mule gala gale 2OL&N a6 gab ma ymmm mwwamQ Gamut IBirtiLlrs Ndkw alet lBdN A16d arLAMOld an®Na Oda Rtvilkn =7 Florida Wad Preeme k0. Clark Jones James L Border, P.EA LN*AW John also ar, 10111112017 10a6/JOt7 10042017 12MMIX117 Approved Cataloger: A - -- g Wq 78"M CBUCK Etekoerkag P.E. 6reCabfit % Roolk Aaoaasoows.0 an on dwk*MwAL=n PE-81242 (561)414.7667 kd.PW PetdlM ROAV OyM m CompBMaoaNdM* E ahm6» RspW tan a Fb A-Yen'Arrested a aLkerMod Flex P cbMbrW En~ SAUMEAUMiNk gmdkh r6low AnmNLWAN Amoomd rm ta&d ail& and EMMAUddibukKaLom EMANU redow anon LN(Lamalll Is mvm glaralffQ BOOM" tn6ml a a-rRAktcoasuetavloRW4twWe6uee Akwr6wanasg.vwrrapmedraotataedp.w lvalrmpo Ns Yate No wA eve omit• Ahnawa CA& Mae ltmlm fammmlta R."on 2017 AN Amaricen Bhutto. and Glass euOCalegory: Storm Psna , compliance, 111011I Evaluation Report hen a FkMa Registered ArWNe t or a Licensed Florida Prof eMionW Engineer and Ra dies model. NuMMAIL Name 1 249• Gelvanlzod Steel Stour Panels Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pap 1 all 1202m EtOW W tar im 1» grit co01dd EmirearA License validated Do lCdlaal ilaOM PBDAmmYal Am veld atba Mons Sorbian Frank L. Sennudu, P.E Troy Bishop, P.E l ohWo18 10MB11018 10=ole 12A 1=18 Approved (561) 712-9862 PE-ODUS49 (964) 947-OBW ma[ebQaNamericuahude .can Qjdft Assurance ApbrovedipL.iln Aggerrved for Use N= Realm -. Predictmscriallaa contract extension Date In HIM Outside KVW Lalesol ps 249a GaMmzed Bred Sloan Panels 121312020 Y. Yea Yes NIA Florida Deparbr»rt of &*rmm & ProhmCnel Rogi lation rp 1 a 1 Building Codes and Standards /mms Product Approval Application Detail PL*t� me ihoma modomm go" Imb UL&LAOm ltoladum )td& W 26 Mmm ar Emw anal a" RerilaR 2017 ITIN Buabg CasWWWWA Q1WIng. Bkcet Lewis ICC Evakr Service, LLC %men M. Redid, PE ommewl7 omr1M7 0&QVJ017 Ampratal cakwr. aknlessl cmvm" 047) 91e4473 mn es1•letl 64ca"pr. Tlatas Pill" dwd.OtWahtaMaam compositeUo&ot Evaluation R@W from a PIO M EvaknYon Ell* BAINERLblum a iaLds6aem &Un MatM:Nr AEMWAU ft a" Oafs faaf ft,60uhmdlft g omtoodmaeAes birAm gaMrlm larva Bd� 4 nvilocavdokexbh. Meld CanMdw war 1241v2022 Yes Yes NA NA sunkodirm Florida Dap *rot of &W mss & Picked" Regulation rtiae 1 a t Building Codes and Standards /mms Product Approval Application DataN BtlrltM gar mauve go no 2NLbwa am ma 300M harass a" IommuLALlBM 3MMINrt 7taamL fmoWla anamrmt hmmNa mom ROIIWN 2017 LV. Therapies. e10. M 7hmlpm ArdaaaabM Tayowwk Zaeaory R.R W Lodw Bowden 101110=7 "Mom? 10(17l1017 12n22M7 ApWVAd MOW Company (rAMCO) (613) 21h1460 PE-74*H (334) 300-1a0o 1n•0 1 R"& +tan 6talCwar: R l000alp AtateesmMt tlW saw m koM- Patolf"IM-11 eytrm CmpaBMeMMbO* BwhMM Papattam a FbMo Ragksw/Aadsted as LWWAW Fbrkb ProftniN 1 Ert WW gmdkA� Ammodkgm 4mmm LWAm hood gilt Lad bAgil2mmkft Alfa gommLt ttB Bums ft� 2 TAMCO oowenodt Vat 209a. oraow= No Yes NA +0626 riorwa ueparonena or nusmess a r-roressionat KeguMpon P.p i a 1 Balking Codes and Standards 11TWO Product Approval Application Detail Florida Dep ortr(ak of Business & Professional Regulation Pap 1 a+ Building Codes end Standards lnwo Product Approval AppNcadon DdaN BlIm3 me luaus r mdldm slid IMMOKALkM llrfaorLk lim" a(tbmW aRGAmmO Am=W mom Psvmm 2017 ffw&mkg Oapatws aaap hw 6keot Lewb Itx EvskMm aav', LLC VM= M. Ream+, PE OBH2=7 MT=? OW2lr MT Agent castigator. Sh Wend Cony soft (847)9IW73 (4MO614017 8*Gsbssyt TOM Plan WaWsdait- . soothAott Evdmdm Repel San a Praa1Cl Ewdulbn Ef aamLarlsr AaaaWrLlYo aamNaalElre YrBd Old. fah Siaesada lbloLo a K1il1= gWmlafli BWmr BSNN& 1 riWBCOMpretWWBtmpB (INI&OW.41) Mold cawockr Fab 12/31MM Yes Yes WA NA Florida Depabrald of Business & P.Obaim Regila w pate I ce1 Building Codes and Standards +amens Product Approval AWket oat Detail PLMff4U ma mod a llrldomlNt g m lUdEK.ALIMm Idd om IdAm fdOW Blg nnamd AmmM Lobe RwMlm 2017 WTWo hWWbbs, Inc. DaMVIM 10C Evska eaMM, LLC ICC bw*A"sa.ice, 10n92017 IWIO 17 IarzM7 ApproesO C—t'ShWmdCornpmaes (314)@M-746o I.I.C. aWCetagger: Tees Plaice dwarlBme.00m M oe94m Cmpan•smdee e"kodm Rspattom a Product EtvkWm Erik nAuffishokm gmdk aMar! amraWlMaa ammodkm NNW Orion Ll!Pmdmpo@Llogm 90rrLOOMENDO Kasha gAdmim Brrrr slam ( mimm 16ga.a whosonpakuesaorwMcbr trio oU01= Yes Yes MIA MA N N L 0 W Q CU O CD CU \U VJ 0^' O Om. O O W c = O LL O M"a O L i � 0CU Q- ._ C Q Q Z W J Cn -t:f Forids Dopwbnlmt of BlsLina & Pmb@WW al Regulation pep 1 al Florida D*Wbrwd of Business & Pro%NWW Requisition PAa 1 a l Florida Dapwbranl of Business & PcwxiclW Ragllftion P.p I a l Florida Dsites h k of Business & ftka iwW Regulation p i ct i O Building Codes and Standards usable Building Codes and Standode /moms &"V Codes and Standards lma am Building Codes and Standrds Imawa CD CD Product Approval Application DsYm Produc Approval AppOcedon DMaN Product Approval AppNcetlon Detail Product Approval AppMcalion Dstaf RAHWA1 Sam Lfb9[ Ode fes adadAaba Qm ISf2M 9Wt �g Mk Om amerar ale lSa y4o 9)We mrlor. mr Offs ataewln Oslo RMW40 9aYt odd($ Oat Ode OaeBlWaa gda (D � v) cos III" Emmkim so" LimaAMY MINN!" ldmra &ANWW aMA6®Id hoed alas cos lmlm mwmimm goad I6dna&Lrlm IdlitWlt rilimd mmWW N&Ammd armaa &As ma Mmft trmdmbm gdoM IminKALM= rilmlWlL Isadore admWtl 9gAomd soils aloe& ma )tress mm mmor older ImrarALIMM INN M.L l imod !Word a9e.mW as®do AMR Rwalen 2017 Mrrok Wheirlos,Yw deli Wed ICCEawdim$mw a, LLC ICC Evaluation servos, IWINMT lWl9 a17 loci t7 Approval Ravtagn 2g17 MRokkkmktas,Yw D"wait 10C EvWeSn Bolivia, LLC ICC enk*m 9o.ia, IORW=7 10na/2017 IQFZZ 17 Approved IMAM 2017 tATok bmkobbs, kaa. David Waft ICC Evakn6m service, LLC MC EvWWWR8nvks, 10naR017 10nea7017 16a22rlW7 ApprevW PovWN 2017 WTtk lWcebbs, kw David Wad COEvWt6m8wvks, LLC ICC EMhatm 9avka, 18I1a26I7 10nWW17 11Y12/2017 Approval /� Cabasy: $slid" P. I I (314) 461.7400 I.L.C. cawowr. shxwd Capaawhta (314) S&I.74W U.C. BkgW trap (a14) 661. LLC. Calra•1y: a (314) B61.7460 LLC. `v 6aaDabgay: Trams Pala de o le a" o" so94 = Subco Mpegt: Thai PM " dwaiNW loom (206) ona= Pill" OdAmm geyr: Troes PMbo corn dwtrlonae.cem (206) 6eFeB00 dwertorsi.agm (206)69amm CaePBtrhce MWlmdt EakMim Rpmt from s 1, 1" tce Naiad: MOkmakin PAW prom a cw*ft Raped two Meigl:EvalpeMeraa CaapiE sv Rapedtoma PtWlyd Evaluation Easley Product Evaluation Easy Pro" Evak*W Eroay Product &* O d 9AMOKA &&s ANOWAAWAS hoot ALgr limit 201n 8 gmdkh lnaa AMMMMUWJM amrmlwm ta" garE a aoOtAEe&rs AOoonLumm anumLkLum Yana ton BAUVALbailrr aWrA& AMMUUKHM aM MMalilra feeds Isla Q LEI 2 MO 16 emoNLRoodlln ISOL*M cer000t ebb o1A1R023 km Yes 201& m Yes MINN Pg1 Bos& NA fat 3 Mr"m rfm6 almlmlf s 769a.hbh esahOta em'i haaI pleb CIA)VtmS Yes Yes amblog BlraBn NA WA au ♦ emoidmmmjkn&LKHM OEM Bmadgltlalm 9omatrWadhajle 209LVM aoMhaLia Pbb otmdrlm3 NNW Yes 20MLMN Boom Yes NA 2m NA Lea EMONLERiddhOULKBM 6 MT2" P mat faBmtl& he WAa 9LMa.I M 209L hghatwhga Inion- Mda plat 0100112023 Yes Yes Berm Barton NA WA CU LosLOLm faoaR4fWe f6soRCALtls LBSL4Lm } J C O tar. V Florida Deparbrtenl of Business & Professional Regulation Pap2ur2 Florida DapartaleM of Business 8 Professional Regulation Pep 1 a2 Florida Deparbnernt Of B{Nb1es6 & Professional Rspurtiau ra+a+ ^' Building Codes and Standards + Building Codes and Standards IrM202o Build bng Codes and SbwxWy& +tams err W Product Approval Application Detail Product Approval Application Detail Product Approval Appfgalkn Detal U `Wv M dalIIl� ode Edrlal am am DabPsofm Ids AmroadlaLWe Impact adm cos VWWM IrNdamn[ gets) �3Lsam VagdIMft Yalidded alohmlilW FWANesd Amend amAoaInNVNrUes and 9S Resist" B31edn cos Yola mmub6mt am"EamaaALro&e lbBatWtat YgotiotW IablomW MCAMMO Anumd furs Editorial 201T Wer/erhesesor Rob Bakhrm ICC Evaluation Serves, LLC Ian Loma, P.E. 04m12019 0322/2Ut9 04MW M9 Approved 1 High StretpM concrete Lktels 4, 8, 8, and 12 huh aide NdMf g5)i1RM2 Vas Yes NA WA Rarkkn 2017 Cmo rtltl Camels ReaW Oi TNUY NUYMI Jakr 101/4TJM7 1M3T1017 1a76T1017 I2n?1A17 Approved W Change Category: ahudurel Canponets (253) 9246478 (808) 839-3288 wnpo-6 Dal•B•lfc skhdeatCmpahari osy 2 �13)639a707 PL560122 (36216666311 aheCdagory: Engineered LhanWr Romt.Beldtinowayerha haodua/esaResltd hew pMnrplorOyshooaorn C CmpeerMo : Evaluaton RspW hormh a auw Ceders er Mew Tidhroggy ueekin Product Evaluson Ena)r OewpNmeaasamk Evalledon R@W ft M a Z -- - Flealri RapsMWArdoYd m • Uantad Fbrba ProbesWhW EO61 .. Quality Assurance Aporowd for Use Aoama07or Uft in" alum MMYF&ll PMMU N Z Ind Product Model. Naabera Nears gQdVg,gg Qp SOn DA. lnmv)!9: outside WAR R"Is des p7 1 Mao"= LVL Laminated Veneer Lumber OW31202/ No Yes NA WA gooLh alum hoomlljKw hmonLIKAN Imam fool. Q 2 Paraltam PSL Parted Glrand Lumber 03/312021 No Yes NIA WA sal9 &NhMLMMMLNMWKALVM EmaWL2mmbft goollsomOK21b b mm amYr)lblth Barret bases 3 TlmberSbend LSL Lamkrated Strand Lumber 03I312021 No Year NIA WA 1 QualityPvaOad or Caamnrdd CpWab Products p mew and Preshtaesd COWW* LMaM oa/isom No Yes WA WA 4 TJ Rlm Board Structural Campos x, Lumber a Oriented Strand 03/312021 No Yes NA WA board Rim Board 5 Weyerhaeuser Rim Board Oriented Strand Bard Rim Board 03/312021 No Yee NIA WA SHEET N8: PA 1.2 r tp 4 4-(-� ��44f�w