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Home My WebLink About3095 Nubbin Ridge LnABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Foxed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Fir. Floor RA or R/A or RA Return Air AC orAlC Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Red. Radius ADJ orADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF orA.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU orA.H.U. Air Handler Unit FR DR French Door RECEPT Receptacle ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BILK. Block GALV or Galy. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, R/SH or R&S Rod and Shelf BOT or Bot Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (ikxxirig) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SO FT or SF or S.F. Square Foot (feet) COFF or Colf. Coffered or Tray Ceiling INSUL or Insul. Insulation SO or Sq. Square COL or Col. Column INT or Int Interior STO Sbrage COMM or Comm. Community KIVIWLL or KNVal Kneewall SW or S.W. Shear WWaN COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Soutlrem Yellow Pine CONN or CONN. Connection LAUN or Latin. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Toninred CT or C.T. Ceramic Tile LF or LF. linear Ft. THIKN or TWn. Thicken D or D. Dryer U. Lintel Length TOB orT.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 ToW Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DIED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS VVDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Itrin Minimum UC or u.c. Under Counter DIST or Dist Distance MIR or Mr. Mirlor UCL Under Cabinet Lighting DMF Decorative Masonry Finish MIL or M.L. Micxolam UNO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valle (shower or tub/showo DTL Detail MW or MCRO or Micro. Mkxowave 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. Versalarn 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 VW or w/ With ELEV or Elev. Elevation PIED or Ped. Pedestal WA or WA Wadge Ardior EQ Equal PH Phone WC or VV/C or W.C. Water Closet (billet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD orWWd Wood EXP or Exp. Expansion PL or P.L. Parallam NN NOR or MW. HDR Window Header EXT or Ext Exterior PLF Pounds per linear foot W H or W.H. Water Heater FBC Florida Budding 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 Will! or W.M. Wall Minted (pknibing bture) FIG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Fir. Finished Floor PW orP.W. Pre -wire WWiIF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-8-15 2.0 ADDED VAULT. CLG. 12-28-17 3.0 2017 FBC UPDATES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. 08-27-19 4.1 ENG. REVIEW FOR 150-C MPH 09-20-19 4.2 ADD 8'-8" ELEV. FOR TREVESTA ALL WORK SHALL. COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODES NATIONAL ELECTRIC CODE, AND TH g OF n �I" ARD REVIEW DA'�FEB 11 20 p�TMgN P.XP�,MINHERH1 LM 1E r+J r*J AIX 1;t 1941 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN MONO 7 ROOF FRAMING PLAN 8 LINTEL PLAN AND DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS 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 dear 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. i ONy`tttttttllllil SE ZZ ` 1 • /._ VVl ►at pZ C�4 U '• � s � 5�� Q\� '• �Q O S O``,�\\ iE To the bast of the Engineers knowledge, Information and belief, the stnKturel plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 8dr Edition. Engineer's signature and seal Is only for the stnrctural engineering portions of the drawing pages bearing Engineer's signature and seal. b r .1 J V M N P g% slip LL LL JM�7l U- Jae � LL N LL LU f]-J > a s 0 Z OrnW 0� 0 13c _ pp 0 9JR4 mmC) E N � IErn rn a N 6 o G h _Z ILW �yMZ OFJ IL 0 RF CIA z z P z g a � V1 z C9 Cl o U 0 W c Lo c'i Ch g � W (LLB E o� S° `z_o Q O C u Q O W U ow o ao z a t WM M N C Z iz Z gW �W �N � � � m ^L, W � � CNCD � N Q N t� a TMCI C) .� Zo r � E o c. M -- N z (p z pj T C)q E m a- U Q I] J JOB NO: 20-0560 SCALE : AS NOTED SHEET NO. C S O A O H.B.S3 EGRESS EGRESS �11111111111111=IIIIC3��I111111=11111111111111=11111111111111=lIIIIIIIIIIIIIIIC]�1=111111111111111111=11111111111111111.I �� C]1111111::11111111111111111=1l11l1111111111=IIIIIIIIIIIIIII moo - �C7>�.1a� SURROUND LA SS9 SU . ,-(,. ,coo - 1CL CA I PET r - - - a CAFE ..CARPET■■■�__ - - - - STORY LA - - - ■_ ��■■■ili��!Ill�i�►-1 oa ' PT .... 1 CARPET �L■�■ . �' ,I� \ �/ Nonn ism A 1 WA ■■'�■■�� 1 I 1. II II 1. II - - . ■I��I��1111111111�1C]IIIIIIIIIIIIC711111111111 �-' 11■■■■}I■■t`�E 1HD 1 1"= 1 ■1■■�■�7�■■� _ 11 FAMILY■!■■�■iiiil■■■ !!■mil■��I��il■ _ - © :1 ��■1��*1'� =S■! 11■■��E��■� INM NNMIMN:.:MMNMNNN' L]IIII111111 r�II[7 _.�■ t-� � (0 1 ��l.�I'It111\II ,� ■■ ■ • - • ��II NOTE: WALLS TO BESH. VERIFY IN - - - . �i�■ :• X n3 J6" KIM 0 ZDRAYi'E�1'R%VENT THRU ROOF EDGE OF SLAB 2" BEYOND WALL 1 1': 0 • .■��I■�� - • '. `F ,.2 CAR GARAGE :1 i J 1 111 "'��■ ■■■■■■■ CARPET MEN- ■ 1Z-6" CARPET r. BUILDER TO PROVIDE APPLIANCE PROTECTION REQUIRED I Q •GARAGE - -WHEN - IIC]I IIIIIIIC]�aI1I11111111111111C]IIIIIIIIIIIIIIIIC]IIIi1111111111111C]IIIIIIIIIIIIIIIIC]IIIIIIIi111111111❑111l111111111111❑111111��1�11111::111111l111111111111L! T-10" HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2' FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) -1 3/4" X 91/4" LVL 2.0E Fb=2600 PSI <e> LVL 2.0E Fb=2600 PSI (2) -1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18jX25} S.H. 13 20X38j 18}X371 S.H. 14 20 X 50 1 18 J X 50 S.H. 15 20 X 63 18 j X 62 j S.H. 16 20 X 72 18 X 71 } S.H. 1 H2 27 1/4 X 26 26 X 25 S.H. 1H3 271/4X38} 26x37 S.H. 1 H4 27 j X 50 j 26 x 50 S.H. 1H5 27JX63 26X621/2 S.H. 1116 274X72 26X711/2 S.H. 22 37 j X 26 36 4 X 251 /2 S.H. 23 37 � X 38 � 36 } X 37 3/4 S.H. 24 37 j X 50 1 36 j X 50 S.H. 25 37 J X 63 36 j X 62 1/2 S.H. 26 37JX72 364X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 j WIDE S.H. 32 54 X 26 52 4 X 25 } S.H. 33 54 X 38 j 52 1 X 37 j S.H. 34 54 X 50 j 52 J X 50 S.H. 35 54 X 63 521 X 621 S.H. 36 54 X 72 52 4 X 71 } S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. TIE WALLS TOGETHER BY ROTATING BLOCKS EVERY OTHER COURSE 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 112" 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 flr. 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 OE +26.6 / -28.0 OF +26.6 / -32.2 GO SEE SN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +34.0 / -44.8 WALL LEGEND i1111111111111111 .: 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 "B1" (TRB) 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 FRONT ENTRY 24 TOTAL AREA 2376 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 SAVE) GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED d V'r � ' w IIIISINO I�'��>� To the best of the Engineers knowledge, information and belief, tire structural plans and specilications contained within these drawings comply with the 2017 Florida Building Code - Resldential 8th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. q o �8 Fj ELL-25 LL LL wa aw N H M Z W' y > r u_ a a o 13 E rn d o Z ILILW � N M0)NaZ �g3 z ° ❑❑❑❑ W � M Z z g a a N^' W,v z U W o a 0Ln W _U Q M M w z U. io $� g _• aE _ o�&z Z �� $oaw: �w 89 W g� oLL U NW IIiIJ � w = " 0 ^L, W c .> _`° CY) N Q CL C m a O CO T .� Z CVD T 1 T Cq o E41 N M N 0 z E O E T a; C FLU 0 � $ p JOB NO: 20-0560 SCALE : AS NOTED SHEET NO. 1 KITCHEN ISLAND Sol KITCHEN 4 4 M ch 4 Q fV N cM O M KITCHEN MIRROR 4 00 O in 1� OWNER'S BATH BATH 2 NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION VARIES, 2" LESS THAN GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS CABINETS BELOW MIRROR SHWR. SHWR. DOUBLE CURTAIN HEAD RODS VARIES ROD A z CO/ 24" TOWEL BAR TOWEL BAR IN g W ON WALL ABOVE TUB OR SHWR. x Q TOILET TOWEL BAR a / N M �- O BATHROO WALL MEDICINE -4 I _ SHWR. o CABINET 00 _ VALVES _ W c TOILET CO SOAP00 PAPER C° c DISH v 00 HOLDER t LID U) pZ pZ c - �r - t r M O N O th O co M M t N TUB FIN. FLR. BATHROOMS, SHOWERS AND TUBS SINGLE ROD CLOSETS / LAUNDRY 16" FOR LINEN 12" FOR PANTRY OWNER'S BATH O cM ao i INTERIOR ELEVATIONS 42" H UPPER CABINETS - 36" H UPPER CABINETS - 30" H UPPER CABINETS - OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT o BRACKET 36" H BASE COUNTER TOP CABINETS FINISHED - '2if-111H BASE 0 r 00 LL La C° 0 2x a U 0° FRAMING =a 1 /2" GYP C") BOARD - T FIN. FLR. SHELVING 1'-2" CABINETS - r Cn N CV CV FIN. FLR. SCALE: 1 /2"=V-0" ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1 /2"=1'-0" Q- f ••.,N3O� VSE Q U '; �P' Off\• . 5 s�p Q�O F E S a\O 01111111111 To the beat of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential Bth Edttion. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. o V MN^ c # i� LL LL LL IL a LL 2s LL N M z W � N > c LL a IL z 8 C' Km 0C W cc a3 �� JQ�� 4 & -j L P IL 0� i _ 06 ❑❑❑❑ W z N Q Z � }GQaj(j Z J f7 � NN V LL �4-J C/J W U o a 0 W � c � U � '._0 migi Z J lL o � a 2a� U wO V ~ �S w IE� z C W g_ �s pp Z< U� 2 �N > d- L m .! c pNj Cc N Q a) C) p., C Go "a co T � � O 04 ^ T O E ra C')N N t!i T Z Z Q h o m c a.0 Q p 13 JOB NO: 20-0560 SCALE : AS NOTED SHEET NO. 2 12 5L,,-`_�j 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 1 " 0'" ------ - --t -- ----------------------------- —I 01 M IE] ININININININIFEME-11 INININININININIFE111 14'-0" RIDGE VENT 12 5� 8"x8" SMOOTH TEXTURES CORBELS 12 �5 1" x 9" SMOOTH TEXTURED FREEZE BAND HEEL — T.O.M. — — HDR HGT. n TEXTURED CEMENTICIOUS 00 FINISH ON C.M.U. (TYP.) ----F.FL. • +3" SMOOTH TEXTURED BAND 1 FRONT ELEVATION - B1 SCALE: 1 /4"=V-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. 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. 12 1" x 9" SMOOTH �5 7'-0" RIDGE VENT TEXTURED FREEZE BAND 12 12 �5 8"x8" SMOOTH 5� TEXTURES CORBELS 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS - T.O.M. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — "-0111-"' — — — — — — — — — — ---------'� — HDR HGT. -- - — — — — — — — — —— — — — — — — 2'-V o TEXTURED CEMENTICIOUS TEXTURED 00 00 FINISH ON C.M.U. CEMENTICIOUS co (TYP.) FINISH ON C.M.U. (TYP.) F. FL. +3" SMOOTH TEXTURED BAND LEFT ELEVATION - B1_ SCALE: 1/4"=1'-0" h� O� Q = (� 41 !6; �• • F LO 0 FS S 10` 1E 111 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 F gg §o4 a m ELo I, M N � CND LL LL ui LLLLaa 0E- 0 cii ° ao ar Y 0 ju''� mm0o L Z z oaoo W Z Z � Q v a t/) � CD . .0 uD 0 w 6n to in, 12 � U m M WZg LL E Ag o�z� TAR a E8p E G �00 NWZ m L rc� oa W� rp YY m o Z J b IL 8 W 1Z U N W W '' 0 � $I� a J 12 L B � 04 CL m .� Z C T- r = N rn N n r E N M N z Z E O E h .— IL U 0 Q p JOB NO: 20-0560 SCALE : AS NOTED SHEET NO. 3.1 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. HDR HGT. TEXTURED o CEMENTICIOUS co co FINISH ON C.M.U. io (TYP.) F.FL. N N r 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) 12 5� 10 J _ 6-0" 12 5� T-W RIDGE VENT OVERHANG BE CENTER[ ON DOOR 12 5� 12 zz:::�15 — — T.O.M. _ HDR HGT. _1-0 lt F.FL. REAR ELEVATION - 61 14'-0" RIDGE VENT SCALE: 1 /4"=V-0" ME ,T•; 12 �5 RIGHT ELEVATION - 61 1/4"=1'-0" Z-O" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION "G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "*ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. Il illlllj \\\\11111 M!irr Q. r.• E`` 6 0 U� ��52. '•. F 1.0� iJrrri,'✓r/'�?O F E S S`O` ; \\ �/f1111111111 To tit best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings oomply 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. H E OPn? p O , a J MN ap U. U. �Nt71 aW�LLLLa C0alM WLL, ai-aU, s, Z 0m..i > Y _ ��a �E0, W rn `r co ZOf N O N z g 3 AlSLL0 3cn _ U ❑❑❑❑ W Z� z Z� a v a N Z LU 0 4 W o �_ I U c Q 0 M z w _J u0- ¢ 3 c EE 0.g EU�a 3iZ — o E �o 0 S � z N Wo �o rc� �z (Q C �� x U �LL z�� N( au �� W � 8 WLL U �W � wLL _p o wel pW ZI�� G U 1 J ! M L M N .� c CD co aC .2 v CO c TCD N r CrIll, .� Z O Lao) LO E �' a N M N W T ° Z to c a E Q U U) c _J JOB NO: 20-0560 SCALE : AS NOTED SHEET NO. 3.2 VARIES 1'-10" 12 CAP i CAP 2" 2" *NOTE: r ■ 1" N FOAM TO BE USED 1" RADIUS cn ONLY WHEN 1/2" RADIUS i REQUIRED BY i 31/2" RADIUS COMMUNITY 1'_ " i.� co z SPECS. IF NOT, N 3/4" RADIUS DETAIL TO BE 1" 2" OPENING VARIES 2" 2" M BUILTW/STUCCO. 1" 1" 1/2" RADIUS 1" 1■ N 1" EDGE OF4" VARIES �- OPENING VARIES s tin VARIES 4 r 1211 VARIES 111 11-4" 1w N �� 111 11_0w 1 w 1 1/2" RADIUS n ^ 2" q 2 1/2" RADIUS 11 YO I I 4 `a io Ik ZD n 1n i i VARIES 12' 32 11" 3'f N 3" " u 1" 1" 1" BASE BASE 4■ 11-8" � J4" 1w 1' N 1. *NOTE: VARIES 8" 2" FOAM TO BE USED ` ONLY WHEN 3" REQUIRED BY r cc is 1''V" COMMUNITY i 1 SPECS. IF NOT, 1" OPENING VARIES 21�; 1" 1'-4" — DETAIL TO BE 2" 2" `r � BUILT W/ STUCCO. 611 i�1,"I • ' EDGE NOF G OPENING T 1-1/2" THICK 1-1/2" THICK 1 4" 10" N i 10" ■ 21" N s T z ` Y Y T r CC c s 1 t Lin co Cl) 42" 2" 4" 1 3w 2n `7 2n N W ►L N iv it 1-1/2" THICK 2t 32 ■ " 2'-4" 4" 1�,-5w 52n `id 1-4- 3" cD x i N c 00 4w 1w 1� VARIES VARIES w �2" 11 a � VARIES VARIES h 1°IZ r 4" 8' 32" Q� 6" 4" KEYSTONE F11 c i KEYSTONE F11 ao r--------- i N , OPTIONAL T OPTIONAL h " i = Q 1 w i LT R6`eIL 4 R4* 4" GARAGE DR. OPENING 4" 3" 4" 4" WINDOW OPENING r L2'4 NOTE: • INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL VARIESro LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED NOTE: • FIN. TO HAVE TRADITIONAL LOOK & FINISHSMOOTH • FOAM/ EPS MATERIAL IS ACCEPTED 5t" 1'-12" 51" f2" 3'-8" 7^ i a. N 4" V-0" 4" _ N 1 w 10" V-4" 10" iv 0 ;0T A i0 � � N b� � c N T e fV fci M r ire 1w �70, 12n 7 1 1 4 1w � N 0 1'-1n 1" v GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM None" 0 POLYCOAT (HARD 0 ACRYLIC SAND FINISH COAT) t N N ti _N O To the best of the Engineers knowledge, information and belief, the structure) 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 Engkheer's signature and seal. E Al $o� 8 Iv It a fit bLL2 O n N N LL t LL#� Waa N y Cr z W LL y dO1LL SS aaW Wq'O C Z om' XZ 'm0. CO r- 0 m O E W Q a .W Z CL N a cc) Z O J z 60000 W N Z Z Z� d O N W z :� (� IN N w O w c U � 0 8 u U � c � 0 `c1 M N � J " ¢ s Q N �U UO E rO s go a: 03 < �jo w 8 O ZLL � z J cab < �m W U Z r=- � a Jz J mN m >WClq ■.. C .-. `_° N m 'a Cfl I.L T Z � LO E M M N z° C E Q w t0 C tl V J pp Q J JOB NO: 20-0560 SCALE : AS NOTED SHEET NO. F 1 FF.1 1 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 44" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to beat 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 21 T 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 Cc alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and Windows providing direct access from the home to the pool shall be equipped with an exit alarm complying With UL 2014 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER *WP WEATHERPROOF DUPLEX OUTLET GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE © RECESSED LIGHT FIXTURE +PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE 200A INDOOR PANEL #14 copper to fights & oughts NEMA 00 AMP 1 2Iq A012 copper to 20 emp cos #10.2 copper to WH #10-3 copper to Dryer 0 or 4/0 SER Afu 200 amp 150amp =jr sconnL#4GROUNDING POWER CO. FEED INTERSYSTEM Bare Cu Ground BONDING WIRE TERMINATIONPER_y WITH CODE APPROVED NEC 14, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. Typical 150-200 Amp Electrical Riser Diagram (updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. WP GFI DISC. DEDICATED RECEPTACLE FYIR UIr PnWOVI= RANr;F 0 EXHAUST FAN Mr-1. VERIFY LOCATION GFI _ _ _ _ J Ll ELECTRICAL PANEL EXHAUST FAWLIGHT COMBINATIONdb ®D ELECTRIC DOOR OPERATOR (OPTIONAL) 1111111 RECEPT. CH CHIMES (OPTIONAL) FOR ALARM VERIFY METER SYSTEM LOCATION WITH P-0 PUSH BUTTON SWITCH (OPTIONAL) BUILDER 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. TO THERMOSTAT IDI ELECTRIC METER a ELECTRIC PANEL 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 ELECTRICAL PLAN — ELEV-131 SCALE:1/4'=1'-0" 0 0 N N O To the best of Ile Engineer's knowledge, information and belief, the stnkturai plans and specifications contained within time drawings comply with the 2017 FWda Building Code - Residential Oth Edition. Engineers signature and seal is only for the structural engineering portions of fhe drawing pages bearing EnginWs signature and seal. a g chi r- JV M N Nr5ll m u- r LL a�LLLL ig au- z Cn t3 5 a. i C ll: iii a a. Y zQ EL �$ vv)0) OtYZHO mmso W W IL .24 co o rr• ¢ 2 E T _j o o� 0 Sg� rn ppL Zd N F J i z Q °� ❑00❑ W z � z z g a � N zCSQ) 0 LU OLLI vLn V 00 NZ� W � E O rrzCLsi Qce I— � ° o wU ZoM N f� i az�Z g o w w ro 03 o Z N J om �m W U 9 $o i �LL �U aw ai L CN CN Q vt C) (0 T I Z C CY) T E ^ CN M N z° Z ' O r v w? cc c C c JOB NO: 20-0560 SCALE : AS NOTED SHEET NO. 4 3 m N 0 a N N i ATTIC VENTILATION CALCULATIONS - 131 JRB ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide e Upper Ventilators) Vent Amt Amt. Req.) (Ft) Total Ventilation ATTIC Provided SPACE SQFT Total SQ SQ. FT. SQ. IN. of by Upper SQ. IN. of . . ventilation of vented . IN. of of vented ventilation to be provided SQ. IN. of SQ. IN. of Ventilators (See Elev) required soffit ventilation soffit by upper Ventilation Ventilation needed required needed ventilators Main 21.00000 2,000000 Floor 2377 2282 326 1141 81 570 0 591.0 315.0 276.0 (Zone 1) "NOTE" GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN - ELEV-Bl SCALE: Y4 "=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. I Attic Ventilation II 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 pant of the space, with the balance of the required ventilation provided by eave or cornice vents. "CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN' (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SO. FT. I Coastal FlashinQs II 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. 11 o ```��1\9111!!lt6lrry��spi W SE �. N <: 0Q:_z �0. r • CJ _ •E . � O F SSN+Oi�* 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 8th Edition. Engineer's signature and seal is only for the structural engineering portions of" drawing pages bearing Engineer's signature and seal. W 14 0 �m N C4ee�� M J J # LL LL J O g :: LL M J W LL LL a W N ni: aWa o Y Z ayCL_e o 0 0: W 0 0 LC N E T m J m o m o Z_ IL11yWj ILL N O N �! 0 M 6 z °6 J OElII W (D C CM z � z g J a tN Z •0 o N w t" O �$ `Cn M N W Z _J LL G Z Q 8 a °w¢ o E ZN w: ig IBM rp F o ZN J� 8 �Z LaU aZ W a ,y u. a Ul rWt fFC iJi NZ =J R J i6 1° L Co a� N O .-. N a C m co a) � "It Z N T T O T � O E N C') N r z zE O E •• LD` V C 0.0 J Q J JOB NO: 20-0560 SCALE : AS NOTED SHEET NO. 5 A Z-106 " 5'-1 A H.B. TYP @ 1 STORY S3 U.N.O. WAIII]Y ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 'f Lo.• I � r "' •• •• i Q et \\ I _ 9 \ C11 to 0,-0„ ■ -31/2" . I \\ c co ----- I \ \ \ I ,--�-�—�—SINK I DISP — — I :: I t ; = I , I '�' \ \ F�---� • • " o ' : III A o "' L \ \ I I D.W. I o I o I I ' ' .. ' ... .. . • I \\ ---- �� — J ____—_—___ \ \ ----- CHASE D — ---- o i I I ( TYP@ 1 STORY U.N.O. • STEPS AS REQUIRED PROVIDE 1 }�" RECESS \ \ CJ L — — — — — — I FOR SGD. REFER TO \ \ — — — — — — CJ OPT. REF. T �J '.: '. '. '. '. '. '. '. '. '. '. '. '. '. '. '.: C,t : .' .'. .'.'.' CJ —t I 10'-10" I ■ PER FIELD MASON'S SLOPE FOR \ I KITCHEN ISLAND �q CONDITIONS WIDTH �� \ LOW WALLS .: : : I : :: c 4'-0" I \ \ • 16'-10" 12'-10" INDICATES FILLED CELL w/ 3000 PSI \ \ CONC. GROUT FROM FT. TO BEAM \ \ \ \ r — — — — — •— — — — W/ (1) #5 REBAR VERT ABOVE SLAB \ :::::::::::: ......::::: ::::. ■ ■ ■ .:::::::::::::::::: • I U'-0" TOP OF CONC./ PAVER T BE 4" • • TYP @ ALL PLACES SHOWN I \ \ I \ ■ ■ 2 #5 REBAR () HOOKED FTG. DOWELS 5" EMBED I \ \ HVAC CHASE BELOW FIN. FLR. 4'-0" 4'-4" 4'-6" VERTICALS w/ in W/ 25" EXT. ABOVE SLAB "GRADE 40 � \ I STEEL" \ \i6 PROM DE Y2" 9" SLOPE FILLED CELL OCADTION x \ \ \ I RECESS FOR FRT. OR \ \ 2'-6'x2'-6"Xi'-0" FTG in I �» S3 Q = 25'-101 ;- \ \ \ 9- W/ W/ (3) #5 E.W. 5,-0" I in or vvvvz - - - I- cJ CJjini I S3 CC (2) #5 REBAR Do TYP @ 1 STORY g3 . • \ U.N.O. 33 VERTICALS wFILLED CELLfV2'-6"x2'-6"Xi'-0" FTG__2'-6" W/ (3) #5 E.W. _ _._ _ � -31/2" ^ x 2'-6" x 1'-0" W/ (3) #5'S E.W. (2) #5 REBAR VERTICALS wAin I I I I _ � OPT. D PT. I SLR I FILLED CELL ilv�i 0 '......::::::............... - �_-_-___ V-7 V-10' 3,-0" I O T. o CD ■ CJ C • I 3-1/2" MIN WOO PSI CONC. I I J 2 ' ' 7'-10" 1'-I'I • EDGE OF SLAB 2" I I SLAB FOR HERNANDO BEYOND WALL I COUNTY ONLY I J iv 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 MIL VISQUEEN I LA I K I :: S3 I S3 VAPOR BARRIER : ; V • BUILDER TO ■ • • , : PROVIDE I (2) #5 REBARAPPLIANCE I I VERTICALS In 4'40" 12'-1" ' O PROTECTION FILLED/ FILLED CELL I :: • • : W.H. WHEN REQUIRED o PER FBC ----------�- --- —• — . . — — ——— — — —I:. — — -- +--± ------J A - - - - H.B. S3 TYP @ 1 STORY U.N.O. Win a'-n" rR'-n" a'-n" V-2i" T-11" 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 WVVF PLACED IN rl /8SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN ILU u' o� CONTROL JOINT DETAIL SCALE: 3/4" = V-0" CONTINUOUS :INF. SEE FND. FOR 1ANTITY X 25" X 25" CORNER R ONE FOR EA. IRIZ. REBAR, TYP. J.O. Iternate: i reinf. bars shall be t. around corner by cold ding the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" ii 'p Ye WIV :4 P 4 �• •S• �.0 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 0th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W W Oil: o� tp Ig 0) J M, C'A� C U LL LL 1 a (A LL •) - - . N aimii ILap •per _ Y i K O ILZ C14� m o NO N 601 - J W 6 6 ❑❑❑❑ 0 z z z g a a N Z •V 0 LU U U • a, - M W J Hz c � ao QE E N O � p z ~ C-P N O� ygypzz �R Wz C13 �?� z � Z W 36 CD 5 °I g� dN'. J L 14 C .2 CO .= Z NC LO E M N z z E O O•• m •m.• E a U J Q 0 J JOB NO: 20-0560 SCALE : AS NOTED SHEET NO. 6 CJ1 CJ3 CJ3 CJ1 UPLIFT CONNECTION CROSS-REFERENCE LARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 -10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1870 1585 10 -10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 1 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1625 1400 10 -10d x 1 1/2" F HHETA20 2120 10 -10d x 1 1/2" HTTA20 2375 11 -10d x 1 1/2" G H10A 1040 1015 18 -10d x 1 1/2" RT16A 1020 1160 9 -10d x 1 1/2% 8-10d H HTT4 3610 3105 5/8"ANCH. /(18)10dx1-1/2 HTT4 4215 5l8"ANCH. /(18)10d x1-1/2 J HTT5 4350 3740 518" ANCH. / (26)10dxl-1/2" HTT5 5795 5/8" ANCH. /(26)10d x1-1/2 K H03B * 1 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 — 2 - 5/8" DIA. BOLTS L H05B * 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5350 — 2 - 7/8" DIA. BOLTS M HD713 * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 10140 — 4 - 7/8" DIA, BOLTS N LUS26 1165/1060 *' 1005/915 ** 8 -10d x 3" JUS26 1000/1080*" — 8 -10d P HUS26 1320/3235 "* 1335/2820 ** 20 -16d x 3 1/2" HUS26 2035/3400 — (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 -16d x 3 1/2" HUS28 2950/5090 -- 30d -16d x 3-1/2" R MTS12 1 990 860 14-10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 990 860 14 - 10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 990 860 14 -10d x 1 1/2" MTW20 1195 1005 14-1 Od x 1-1/2" U MGT 3965 3330 22 -10d x (1) 518" 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 1 2030 1750 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1550 1550 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS "X" HTS 20 1 1310 1 1245 24-10d x 1 1/2" HTW20 1530 1285 24-1Od x 1 1/2" SP1 1 555 1 535 10-10d SPT22 735 8-10d SP2 1 1010 1 605 12-10d SPT24 1090 12-10d HCP2 1 590 1 555 1 12-1Od x 1 1/2" 1 HHCP2 680 570 (20)10d x 1-1/2" " MINIMUM 3" MEMBER *' REACTIONS ARE FOR ROOF LOADS ONLY DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 10-17-19 LOADS — ROOF = L / 360 FLOOR = L / 480 W/ 318" 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 (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE i2 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 1 02 INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" 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. 17-7-1 REFER TO SG2AIST3 FOR ADDITIONAL EMBED ANCHORS (A) OR 2 PLY TAMER SEE SHEET D-1 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-131 SCALE: Y4'=1'-0" o\1101181i�9f cli """ • F " To ire best of the Engineer's knowledge, information and belief, the structure] plans and specifications contained within these drewings comply with the 2017 Florida Building Code - Residential 8th Edition. Engineer's signature and seal is only for the atnkturel engineering portions of the drawing Pages basing Engineer's signature and seal. I� g F g O N op g N J LL N M 2 W' y C LL SS Q a Y z "(0 ,90 re 0 'r" LL� C) 'rR' N O y N�MZ��r W Z z Z � Q a � v7 Z (-D_ LL � N 0 W �Ln_ " U " Cn ` M W J E as • O E V F— ro k, io Wa J$ c C Oo ag .2 al w� y I VJ J c� M.� >Z rk oz W� a� J d L ca 1° N ca C Z cVo r T C,4 O T E M N c Z Z E O r L c 0- U Q p JOB NO: 20-0560 SCALE : AS NOTED SHEET NO. 7 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load . O a e vertical lot Safe horizontal load — GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALM, LOTTS 8F44 1 B/1 T 8F401 B/1 T 8RF40 OB/1 T 8F321 B/l T FORM dr GROUT SOUD 9 J 0 #5 BAR CONT. 8F12-1 B/1 T O "V" LINTEL DETAIL SCALE = N.T.S. C C - ■ i ■ i ■ ■ C C� ■■ ■ p C C C -E - ■ ■ iliMiar -_ - 1� CCG - -_ C C C �■ : ar C C C C C C ■ ■■ ■ ■ ■- ■ r3 • • • • • • • • • • • • • • • • TYPE DESIGNATION #SREBAR MIN. (1) ATTOP REM ALTERNATE POWERS F =FILLED WITH GROUT /U=UNFILLED '� STEEL LINTEL a R = RECESSED QTY. OF #5 ° REBAR @ BOTTOM OF LINTEL CAVITY n 4 • M.U. #5 REBAR AT TOP •• ° MIN.(1)REO'D d 1.1/YCLEAR 8 F 16— B/ 1 T •• cif a • GROUT D tNOMINX, io a r` =j C.M.U. w ¢ � 4 QUANTITY OF #5 REBAR AT • • REBAR AT BOTTOM OF x N N w w i F- II TOP O o LINTEL /t 0 U X Ju `'� NOMI -BOTTOM • o v Z HEIGHTACT REINFORCING IN °� u. �'r ^ _ w 6 > REBAR m NOMINAL W DTH LINTEL a , AS TAT � (VARIES) vi n n MATERIALS `-16 GAUGE POWERS STEEL BOXED LMTEL - 3500 psi 2. fc prestressed fnteis = 6000 psi. 3. grouasd per ASTM C476 fg = 3000 psi w/ POWERS STEEL BOXED LINTEL NOTES (ALT.) 4. maidnun 3/8' aggrepele and 8" to 11" slump. 5. Corcrw nmsorry units (CMU) per ASTM C90 vd ONLY IF NOTED ON LINTEL PLAN mirirain net area compressive strength = 19W psi. 1. Refer to nwKdeckaWs speaRcalions for Installation. 6. Reber per ASTM A615 Grade 60. 2. Contractor to provide proper proNcron of lintel to prevent noting. Prestressing strand per ASTM A416 grade Refer to manufackmWs ap-111' N' 1 7. 270low fekmatkrm 3. If lintel is scratched or damaged refer to Powers Steel for repair. 7/32 wire per ASTM A510. 4. Lintel depth to malcin precast depdt. One #5 Bar required at top 8. Mortar per ASTM C270 type M or S. see lintel plarddetais for bWlan a" required. 5- A bonding agent and be applied to the Steel Box lintels prior to applying the cemsniNkm coefrp' See contractor specifications LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAK E CONTRACTOR INSTALLS A DEEPER LINTEL THAN POICATED ON THE PLAN, DOING THIS WCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LNTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) O O 4'-6" LL 4'-6" LL O 6-10" LL LINTEL PLAN - ELEV-B1 SCALE: Y4"=1'-0" z A G '• �� 4 ' �c1 S J i Fuss, � lf'�fE►ftifll.tll�t�� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contak»d within Owes drawings comply with the 2017 Florida Building Code - Realdental 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. h W Al o g c O c N LL 0 rV LL a 00 ,T LL*waaw ffi y 7 u_ N 2 y vj. S W yCe j C LL 25 a(L Y v' a n� 2 0 m8_ m m 0 W W W 00r.-� � ET <o �w r ppp Si N Q M ZZ J W 2 v ❑❑❑❑ C9 z � z Q d N N f7 z � .C9 4-J (Q w O t/1 n.0 f � g ~ S �Q Q d, M c') J 4 E F- Q w'z Z-=J 3 `$� Z 0) J �jjZ cWa 8 _ >z ioz 8 W 3 &� La J �N L /0 Q O d" Z N r � T O o T E � N ,+� N Z z c � E Q E �; r m c a U _J ¢ p JOB NO: 20-0560 SCALE : AS NOTED SHEET NO. 8 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 31 ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 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 34NCH(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 KGIM) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Yi 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 CONTINUOS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP WAS 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. AC1318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. AC1530-13, 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 ad. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC)13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ad. (2017) AND FLORIDA BUILDING CODE 61h ad. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2.1.1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2.1.8. TILE ROOF TOP CHORD: 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS: 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/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 SYSTEMS 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 SO. 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-1-P CONCRETE FORMED AGAINST EARTH: 3" C-1-P CONCRETE EXPOSED TO EXTERIOR: 2" C-1-P CONCRETE NOT EXPOSED: 1 X" GROUT FILLED MASONRY: Y" 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT I N ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI (MASONS T 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C4-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C4-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C4-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 V 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. +/- 0.18 ENCLOSED BLDG INTERNAL PRESSURE COEFFICIENT= ) 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : BUILDING CATEGORY = II MID -DEPTH OF SLAB. F BERIN. M SCEMENT HI PERKDESIGN MIIXFMAY 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 V-0" 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. OF ALL EXTERIOR BUILDING CORNERS 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 + 29.7 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 TYPE56 : SINGLE 90 +26.3 PSF / -29.8 PSF CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. DOUBLE 16X7 +25.2 PSF / -28.1 PSF 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 7/16" STRUCTURAL 1, IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE 4.4.3. ALL PLYWOODD 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 BMIT DRAWINGS THE OF D. "DESIGN THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF FABRICATE A D ERECT IN ACCORDENGINEER WITH THE 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE 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 318" 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 1" SHAPES, ANGLES, CHANNELS: ASTM A36/36M 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: ASTMA500,GRADE B Fy=46Ksi OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTMA307 (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / RIDES SHALL CONFORM T0: Fy 2 ITH G90 4.5.2. SHEET METALCOATING NAIL DISTANCEFROM EDGE SHALL BE 8". THIS SHALL APPLY TO BOTH CEILING AND WALL I GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. -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 = 0.167. 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 V 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 sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted rear the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. IrrigatioNsprinkler sv s includin all risers and spray heads shall rret installed tut hin V-V of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilutipn. If r4infell occurs before vapor retarder placement, retreatment is requireeas 9. FBC-R R318.1.5 - to on[erpo and mortar along the foundation perimeter must be remove d before extenor soiirtreatment 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within 1'-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior verti I chemipal barrier must be installed after constriction is complete, including [caandscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12, FBC-R R318.1- All buildings are required to have pre -construction treatment. 13. FBC-R R318.1- A certificate of compliance must be issued to the building department by a licensed pest control company e a certificate of occupancy will be issued. The certificate of compliance shhaa11 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 1'40" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. �t111tt11li Illry '; 0 " r 0CN U • �O O !!ii ��i��r�, 'qO F E S SNO `�•,y fs'flfllitlittttt`10 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contamed whNn tftese drawings comply with fhe 2017 Florida Building Code - Residential ath Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. i» E � $off - 19 0 co N ^ c� a� co Ili Ja4 LL % WILL LL LL W (6 Wa W Z 13 °D c`= 0 0 W WE .2 �t °rMzLL �p o13 En -o�a J z ° 6 ❑❑❑❑ W z_ z � a � V LLLU ■ 0 `- Ou, N v � if �$ c can ¢, _ N M J E o g'0 o° ZW A E V o< Qu W Uo & N It �s " p u� ,� � c Z 8 V W a3 �W o $R �N � ui rn W � N c C) N Q t31 C:) ^ m CD W � Z CVO T C ^ T E E N M N o z z c = E 0 r•- n U � Q p JOB NO: 20-0560 SCALE : AS NOTED SHEET NO. SIN i ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE Uri m 15l32" CDX PLYWOOD OR 7/16" OSB RIDGE LINE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + +io + + + + + + + + + + + + + + + + 4 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + -0" (TYP.) + + 6'-0" + + + 6'-0" + + + + + + + + + + +++ + + + + + + + + + +++ +++ + + + + + + + + + + + + + + +\+++ + + + + + + + + + + o + + + + + + ++ + + + + ++ + + +++ + + io + + + + + + + + + + + + + ++ +++ +++++++ + Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1 /8" or two 1/2" 6000s 1.8/1.7 wood panels 2x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.811.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 60 2.0 wood panels 2x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap i FILL CELL Cn 4L it CONT. #5 > STD. 90° BAR HOOK —� STD. 900 HOOK r— BOND BEAM BOND BEAM STEP CONT. #5 BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. Small 2p min. 2" max } gap • � 4 max. /71 4 Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 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 2x4/Plywood/OSB web stiffener 2p min. max 2xrequired when indicated or 4_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6". - Hangers with sides not containing top flange of joist. WEB STIFFENER DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - Under 2nd floor a+l, imn w, t^wl" N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max a" bad bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wail or beam below consideration. Check local building code for appropriate details in One 10d box areas=20 of high or-20 sinker lateral load. nail each side 10'-0" att bearing. TANK4__1S W/H / /1 CORNER OF HOME H C G GARAGE SIDE 0 0 O 5'-0" o STUB -OUT FOR 1'-0" O S in GAS METER 0 = ;� 1 o N - Ng— • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) -12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS)-12"OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16' O.C. T-" (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. 6'4' (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-W (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0' (2)16d TOENAILS 2" X 10' @ 24' O.C. 13'4r (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). '* SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT kilt, notch or drill flanges Boise Joist Blocking lkP 3" (lnril nails at R" n_c Provide adequate bearing for each lapped joist. Odnahls SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (gee table below) (KNOCKOUT EXEMPTS) D I(see table below) higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls: - for vertical load transfer when bad bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration•— M w 1 /VY T VMCRC Iry 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 1Y2' DO NOT CUT HOLES LARGER THAN 1Y" ROUND IN CANTILEVERS. M8 1'4" V-1" 1'2" 1'-2" V-3" V-3" 1' 7" 1� 11w 2'-4" 2� 9w T-2" 3. 7w Any 16" joist 12 114" 1'-1" 1' 2" 1'-2" V-3" 1'-9" 2'-4" 2'-11" 3'4" 4'-2" 4'-99" 5'-4" Span (It) 16 1'-0" V-1" 1� 2" V-2" V-7" 2'-5 T-2" 3'-10" 4' 9' 5'-7" 6'-4" 7� 2" 20 1'-W V-1" 1'-2" V-2" 2'-0" 3'4" 4'-0" 4'-10" 5'-11" W-11" T-11" W-11" 24 1'4" 1'-1" V2' V-3" 2'-0" 3'-7" 4!-9" 5'-10" T 2" 8'-4" 9'-0" 10'-0" 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 BOW WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MBM3ER OGNDITIONS. 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. AW ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. & HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y2" 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. Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate ® BCI5000s 9-1/2" 11-7/8" 2-8d 2-8d 2-W 3-8d 14" 2-8d d BCI 6000s® BC16500s8 9-1/2" 11-7/8" 2-8d 2-8d _ 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI 60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI900 1-7/8-1 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d i:J SIMPSON MGT w/ (22)10d NAILS TYP. GIRDER TRUSS 2X TOP PLATE 5/8'D THRU BOLT 2 X B.U.0 SIMPSON MGT w/ (22)10d NAILS TYP. TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR E AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION Joist When joists meet over wall, provide 13/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Jc A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) Nail with 10-10d nails. 7THR,,U nstall tight to top flange.SLETEM�.' FOR• FOUNDATION INFO ' e STEM FOUNDATION y \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4%2" gap at top of bottom 1/4"-T gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist ° depth I -JOISTS BUCKETS N.T.S. GRADE REINF. SEE PLAN �A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A • • , (WHEN 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 WME ill'=71 1111. 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE 11T PLUMBING LINE PENETRATION . .. . a A. e . , ,4 ° i °'e _ . e Z I \' • ° • cO � A. SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE a• A . q a° a ea L' q ° e. ° e a • ° SEE FND. PLN. SIZE & REINF. /f ��+►11t1111111 �{jj� VVI Tole N •, N U01 *� 0� •• • ••. ARo•......•`4�I- F 1- ems'` '�i To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Rasklential Bth Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing E InWs signature and seal. �E A 8 ��Ig O p CSJ V O MNtim Cou-IL ' w re W 0 Nl M ' ai u_ ul 0. W Y z 0 0 -00)0 0M: 0 CM.S a 0: 0, 0 W 7• ILE 0 r.— Coi rn 4 pp a o N�rNiZ z ° 0 ❑❑❑❑ W z CMM z g N z - ■ .(, _U o O2 W �L ro U LU <C CD � Cli- W LL- s io Q E V H ; � m 0 Z of d io o8 goy ws fO C zCO of u� J 3i �� $ iZ ° V a W IL U 3 �LL N W _ J � Ruw f0 0 3 215 S N rn B Ir. 1° > N � f J O C mCM 4) O c0 �W B �' •— Z CV e— TOCCNME zEC)r c CN N Z a. U Q p JOB NO : 20-0560 SCALE : AS NOTED SHEET NO. SN 1 FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 P') VARIES / 5/8" OR 1/2" HIGH—� STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS I INSULATION PER —J CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. WHOOK (SEE DETAIL 2x #2 SPF STUDS - J @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE n (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <_ T-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & SE @ 6" MAX FROM END OF 2 x PLATE E (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 t° PITCH > 4:12 ° e (2) LAYERS TYPE I OR TYPE ]I e (#15 OR #30) UNDERLAYMENT 9 . T FOR ROOF PITCH 4:12 OR LESS. PRE ENGINEERED WOOD _ TRUSS @ 24" O.C. U.N.O. - HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/'- METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT 7/16"O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" SN1 ELEV. VARIES FOR ADDITIONAL SLAB INFORMATION. - - ALUMINUM DRIP EDGE ALUMINUM FASCIA 12" N.O. 2x SUB FASCIA 2 EE SOFFIT SHEET LOAD BEARING OR EXTERIOR WALL 8"x8"X16" KNOCK -OUT BLOCK W/ 1 #5 CONT. FILLED SOLID W/GROUT = SEE CC/S3 OR G/S3 FOR ANCHOR 8" C.M.U. TYPICAL BOLT INFO. (IF NO UP LIFT ON -.--TYPE "S" MORTAR WALL SEE GG/S3) FINISH 1x2 PT WD FURRING @ 24" O.C. #5 VERT. IN FILL 1/2" GYPSUM WALLBOARD CELLS (SEE C U.N.O. FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4'x4" INSPECTION 31 /4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB AT GARAGE CONTRACTOR MIN PSI MAY VARY PER N � TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB Wi 6x6 a NOTE:EXTEND W1AXW1.4 WWF OR DECO FINISH 4" to 6" FIBERMESH" BELOW GRADE _ L •' ♦ ° = Z Ch ° 6 MIL VAPOR ° z BARRIER N COMP. SOIL. • (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3- MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 1'�t" (1 STORY) STD, 90 HOOK (SEE U.N.O. 4" 1'-8' (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0' S3 OPT: DEPRESS SLAB 5 V DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14 PAVERS-``O.H.D. RECESS Z L��JL ;�S Lll:ll. SEE A/S3 OR J/S6 -I 1 11 �1Lf 1 FOR REINF. INFO. 3" MIN. CLEARANCE 1',4" (1 STOR / V-8" 0 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOW GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. *SIMPSON SP1 w/ (10)10d NAILS -� TYP. MONO OR STEMWALL- FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY GG S3 5/8"OR 1/2" HIGH STRENGTH J (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12)10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. - SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK 5/810 x 10" "J" BOLT @ 24" O.C. W/ -� 2"•x3/16" PLATE WASHER (TYP.) ELEV. 0'-0" (ALT:1/2"x12" TITEN HD @ 24 O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" 1H 1=d a A.F.F. O.C.) d C 3 1/2" MIN. a ° a ELEV. 4-3 1/2" Z V O Q d d G A.F.F. p a s d 4 2x4 CONT. d LLar d C d d GARAGE DEPTH VARIES 31/2"(min - 4" '- d' 4 d (2) #5 CONT. q'm U.N.O. GARAGE SLAB AT STEP rB TYPICAL BEARING WALL SCALE: 3/4"=V-0" S3 "SHEAR WALL" x S.P.F. STUDS @ 16" O.C. 2x STUD 8" C.M.U. 1 "x P.T. STUD #5 VERT. IN FILLED CELL N 5/8"x6" "J" BOLTS BOLT @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR (6)1/4"x31/4" TAPCONS SPACED EVENLY ' 2x P.T. PLATE ASSUMED FINISHED GRADE FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4" �11'�i1=11�llcll_II=11- MIN. TYPICAL THICKENED SLAB EDGE KOT SCALE:3/4"=T-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 1 O.H.D. RECESS E `v 1 SEE A/S3 OR J/S6 _'i I FOR REINF. INFO. 3' MIN. CLEARANCE 1'4' (1 ST Y) 1'4r (2 ST GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH —� �-TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) -SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW TOP PLATE STUD BELOW 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (12)10d NAILS U.N.O. (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 HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < T-6". (2) ROWS 2x BLOCKING FOR WALL HGT. > 8'-6". (ALT:1/2"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6". INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) NSULATION PER CHART ON FLOOR PLAN "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH INCLUDE THE WALL ATTACHMENTS 2' 6x6W1.4xW1.4 WWF OR FIBERMESH =11 JLJI�11 _ �:�j�—llAN GOW QGS Ctp, �CJP SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT /' \ (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 5/8"" x 10" "J" BOLT @ 24" O/C W/ 2"dX 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING FIBERMESH WEEP SCREED INSTALLED BAR —� c E PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR ° .• z_ GRADE 40 MIN. Fy=40ksi #3 & #4 LAP SPLICE T FINISH GRADE 00 (GRADE 60 MIN. Fy= 60ksi] ° 25" MIN. LAP [30"MIN. LAP] 6 MIL VAPOR BARRIER I> R 1 7/8" --\ #5 REINFORCING BAR 1- . • • � . i1= �'�I1.'�II=11 111=11.=111=J1r-11-�11.?I SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 01 1/2" FROM SLAB 0'-0" CONT. BEAD SEALA& — a INTERIOR ° � �-3 1/2" a. � CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) E M 6 MIL VAPOP BARRIER CONCRETE SLAB a 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" -2X STUDS @ 24" O.C. U.N.O. GARAGE �1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. -INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT E_ j 6x6W1.4xW1.4 =1 I `WWF OR FIBERMESH r, K S3 • w�u� yea �� oi�� i voii� oi��ovw� i�� via RIFI�l NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10)10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM END OF 2" x PLATE o ° w U a a. w — CIO U) REBAR DETAILS rF SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR & LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL := BEAM SIZE & CONNECTION INFO 2x4 P.T. PLATE 8 7n6" o.s.a. COLUMN LOCATION I 1 I 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING Z ATTACHED PER NAILING w 0 SCHEDULE aa J 6x6 P.T. #2 SYP �W LU ABU66 SEE DETAIL 16/Di FOR SECURE 2x4 P.T. BTM. PLATE COLUMN TO PORCH SILL w/ 1/4"x3" TAPCONS AT 8" O.C. ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN = w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER 0'-0" FIN. FLR. COMMUNITY SPECSIRV ;o=, .- - • -. (2) #5 CONT. If ON 3" CHAIRS (TYP.) 8" 1'-4" 1/2"(min.)- 4" CC S3 (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > V-6". -1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. -5/8"DIA. EXPANSION BOLT @24"O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN, TENSION 2600#) E 6x6W1.4xW1.4 WWF OR FIBERMESH r 8° TYPICAL INTERIOR BEARING WALL W/ UPLIFT G SCALE: 3/4"=V-0" S3 1 1/2" RECESS FOR VARIES r6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) �� I WWF OR FIBERMESH SEE A/S3/J/S6 --� g• FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. /— SLAB STEP & RECESS @ S.G.D. M SCALE:3/4"=V-0" S3 q MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PADS CONT. FOOTING STEEL MAT REINFORCING. Q ' 00 GRAD d ° M d c� ;III=III d °.=1I1=1I1=III-1' ?_ I —I 11=1 III-11 I-1 11-III" W °o oLLJ _ z LL ' I l=1 =1 11=1 11=1 11=1 I I I I =1 11=1 I I—= -� I I 111—I 11=1 11-1 11-1 I III=111=111= , FOOTING 0 1=111=1I11=1 11=1 I I I =111-111—' BEYOND PAD REINFORCEMENT (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAILrN""� SCALE: N.T.S. S3 f ro UV41 FLO FL 1 To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residentiel 6th Edition. Engineer's signature and seal Is only for the stnictural engineering portions of the drawing pages bearing Engineers signature and dal. F C 8 N C4 it o8 cr 0 -oN N# oNp LL LL 0 LL _j LL LL ti 0.in a pe N Vl M W N a aa�$ ;ALL 0 W ccC 04 mm°c N p Q-' G rA Z Ra� 3 ° i d< W❑❑❑❑ N � z z z g a — M IN z Q) C9 € pW Ln c �00 O U � 0 c a � o o M m i W u E E o wo �� ° g __® V t— V Wpa p �U Z O N r0 np °ds %$ o� Irz fh wZ ram_. L f0 CO �� mi 2 gE z J `uYm f� W a U g� ado NLL o �z �w ni C oco c� U 3 J dN >q rn B � (D N .> I) Q 6L W O to I— R M r d' v � N ._ z r O± o CN o r d E Cn N N d Z c E y r E O N w � c 0- U Q p JOB NO: 20-0560 SCALE : AS NOTED SHEET NO. S3 (MONO) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3"DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION - CONNECTION SCREW OFF CAP (3" DIA ) DOUBLE 2x TOP PLATE I .� 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM TONEAILS SPACED EVENLY EXTERIOR FACE OF BLOCK " VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @8"O.C.OR4d DRYWALL NAILS WALL IS 1 1/2 MAXIMUM 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 1 SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (Typ) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3)10d NAILS CRICKET AS REQUIRED ---� SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 112" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" OIC EDGES & 8" O/C FIELD SIMPSON SP1 w/ 00)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) SCALE: N.T.S. ZSEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL L-ROOF TRUSS CONNECTOR (SEE SCHEDULE) IRE BARRIER SCALE: N.T.S. DRAIN ell— EXTERIOR 0TO WALL CLEAN -OUT A WALL 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 • •a 0IIII� - , . , . - • • • _'II i! �!IIII lii��■ ��lII ��IIlI ■III ICI■ �IIII IIlI� ■■I�� III�■ mIIII IIII� NOTES: 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. Q3 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 1l2"X91/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION ac6 MOUNTING BASE J " r O FORM CREATES CONCRETE RECESS TO 2(4 (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 f' TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. SCALE: N.T.S. TRACK MOUNTING BRACKET \ \GARAGE DOOR TRACK ° e , POURED CONCRETE BASE FOR BOTTOM OF MOUNTING 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. SFA b 4.�V 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" —i O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING -Gt 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. WALL ° ° a DOOR STOP ° ° MOLDING 2 x 6 P.T. —� GARAGE J-BOLT TRACK BRACKET DOOR TRACK ' W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1' - 4' 1) 2) (1) (2) (1) LSTA30 4' - 9' (2) 1 (3) 1 (2) 1 (2) 1 (1) LSTA30 9' -16' (3) 4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER \--(2) 2x HEADER SEE PLAN INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. OpFR SIMPSON HTT4 TYP. U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ_,lllll`lllllllllllllllllll� SCALE: N.T.S. SL� SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. 5/8"x10"'l BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION SP4 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" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2'l 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 SIMftSON SP2 w/ (12)10d NAIL AT EACH STUD TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS 1/2" EXTERIOR GRADE SHEATHING @ EACH END FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ) w T7 0/C FIELD v z a co 2x TOP PLATE r 2X4 PT STUDS @ 16" O.C. 2-16d 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 O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS STAGGERED FROM BOT. SEE AIS3 FOR UPLIFT CONNECTOR PLATE TO CONCRETE REINF. INFO. 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL) W/ STD. 900 HOOK IN K.O. BLOCKMpl_ 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 -7 NAILS TOTAL) EA. SIDE OF 48•4N ICE STAGGERED ATTACH ALL J EXTERIOR STUDS W/ Yb16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS SIMPSON C SIMPSON SP4 3P2 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L.1.8E Iiii 0 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 11/2"SDS (1835# SPF) 0000 o • • HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (2215# SPF) ° ° • HDU4-SDS2.5 w/ (10)1/4" x 2 l/2" SDS (3285# SPF) _ • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (4065# SPF) • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) • HDU11-SDS2.5 w/ (30)1/4" x 21/2" SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT C • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU11 USE V DIA. x 12" EPDXIED A.T.R. " MIN. 8" EMBEDMENT w/ WASHER & NUT HTT / HDU TENSION TIE N SCALE: NTS c+ SIMPSON SP4 �2X TOP PLATE OVERLAPPING ROOF TRUSS ABOVE i 2X BLOCKING INTO ----(2) 16d TOE NAILS TRANSOM 10d NAILS @ 6" EA. BLOCKING TRANSOM FRAMING FRAMING STAGGERED 2X P.T. SEE SECTION AA/S1 PLATE AND BB/S1 FOR io 2X8 WALL ABOVE - ADDITIONAL DETAILS SIMPSON ENTRY SP1 • K.O. BLOCK W/(1) SIMPSON SIMPSON -BOLTS @ 24" O.C. #5 CONT. & RECESS SP4 SP4 M' FILLED LINTEL 5/8"X10" J-BOLTS : P.T. '0" O.C. ° a MASONRY WALL P.T. BOTTOM P TE G' 5/8"x10" "J" BOLT @ 24" O.C. MAX. SIMPSON SIMPSON C (MIN. (2) PER BOTTOM PLATE) SP4 SP2 SIMPSON C SP4 10d NAILS @ 4" STAGGERED A 10d NAILS @ 6" O.C. STAGGERED NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON /' SIMPSON SP4 SP4 TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 o B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) oSHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10)10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. o MAX. (MIN. (2) PER BOTTOM ° ° 2X8 P.T. BOTTOM PLATE D 5/8"xl0" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. 'l FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. S4 �IX\0%IIII1I ell/� N 'i 4i E 6-•- 4 Q r nil d •• F L ,,, '?OFESS`o'!l l �r'�e�et►t I1tt,��r�� To the best of the Engineers knowledge, Information and belief, the stneamrsl plans and spedfications contained within these drawings comply with the 2017 Florida Building Code - Residential fith Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N _� i6 cm L4a 801 J J Mfc-1 # LL IL t�7/ M LL LL ,a a LL N' w - o W W mm°o 2 oi gEci JQ0� L0 Z NINC 9S5 M Z Z V ❑❑❑❑ W 0 2F z z g IVIV 0 z cl •U o Or_r_r Ln �Ln cIk o UI _ • -p c � M M w� W rJi E `ES a ZR Q o_ z O E pp N `g oz �o a n= m� ��gW z�� 8 W�3 h q QQo+ �o v pp� 2IQ U J �N o� m „L W ">� Cc CN Q -6 rn a. m ^c r d" "'� Z 04 T T Lao) ^ T Ey � "' N ° Z m E O N w ` m a v a o JOB NO: 20-0560 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAM11 W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (� 1/4"x2 3/4" TITEN TO CMU I SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL TOP CHORD BLOCKING FOR FIRST FOUR TOENAIL W/ (2)16d NAILS 2"x4" OUTLOOKER @ 24" O.C. BACKNAIL W/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL SIMPSON H10A w/ (18) 1 Od x 1 12" AT EA.� OUTLOOKER BACKNAIL w/ (2)16d NAILS 2"x4" SEE STRUCTURAL NOTES - OUTLOOKER AND NAILING SCHEDULE @ 24" O.C. FOR SHEATHING DETAIL ROWS OF 45° :1:24" MAX. TOP CORD BLOCKING I 45°t 2X4 CONT'L" BRACE TRUSSES @ SIMPSON H1OA w/ (18) FOR FIRST FOUR FASTENED W/ (2)1 Od 3" EDGES OF 2x4 CROSS BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" 0/C. CMID HEIGHT SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF TYPICAL @ RIDGE FASTENED AT " L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 48" O.C. EACH JOINT W/ (3) 10d MAX. & (2)10d TOE NAILS @ AT LEAST 90% OF WEB 2x4 CROSS BRACE @ 8' " 0/C EXTEND AT LEAST 90% OF 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 WI (2) 10d FROM LEDGER TO • 7/16" OSB SHEATHING & (2)1 Od 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 7 OSB SHEATHING ATTACHED 10d NAILS 6" O.C.EDGES INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ @ AND 12" O.C. FIELD 2x4'T' ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE @ 48" O.C. MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)1Odx1 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 1Odxl 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)1Od NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4)1/4"x21/4" TITEN @ 4'-0" O/C ALIGNED WITH O.C. MAX) w/ MIN. 4" GABLE WEB STRAP USE MSTSED M36VERw/ (7 SECTION 1 EMBEDMENT IN KO BLOCK SECTION 2 WEB, USE MSTAM36 w/ (7) 1Od NAILS & (4)1/4"x21/4" TITEN ON OUTSIDE SCALE: N.T.S. S5 SCALE: N.T.S. S5 BACKNAIL W/ (2)16d NAILS REFER TO DETAIL J SEE STRUCTURAL ON SHEET S5 FOR " NOTES AND NAILING X-BRACING, AND TOP N SCHEDULE FOR CHORD BLOCKING tO `° °° SHEATHING DETAIL INFORMATION 2"x4" CROSS BRACE WOOD TRUSSES Io g 00 APPROX. 8" FROM RIDGE FASTENED AT 2x4 RAT RUN BRACING " EACH JOINT W/ (2) AT 24"O.C. ON TOP OF t2' 10d & (2)10d TOE BOTT. CHORD FOR 4 NAILS @ EA. END TRUSS SPANS '7ur 2x4 PANEL BLOCKING ATTACHED W/ 2 -16d 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" 0/C FOR THE FIRST (4) ROWS OF OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. 2x4 BLOCKING @ 24" (D = 0.148", L = 31 OR EQUAL (D = 0.207, L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & O/C W/ (2)16d TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH ^ SIMPSON H1 OA w/ (18) SIMPSON SP4 w/ (6)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 2x6 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" MAX ELEVATIONS) OF TRUSSES @ EDGES OF SHEATHING TYPICAL DOUBLE TOP PLATE 2"x4"CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT W/ (2)1 Od & (2)10d EACH JOINT W/ (2) TOE NAILS @ EA. END 10d & (2)10d TOE 2x FRAME WALL (SEE WALL NAILS @ EA. END SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 1 Od NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD (2)16d NAILS END TYP. TOP & BOTTOM ATTACHED 2x4 PANEL BLOCKING @ 48" 2x BLOCKING W/ (2)16d TOENAILS O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM 2x4 "T' ON TOP OF PANEL SIMPSON H10A w/ (18) 10d x 1 12" AT EA. OUTLOOKER (2)16d r2x4 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) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16"OSB SHEATHING ATTACHED w/ 10d 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"x1 1/2" BOTTOM ATTACHED w/ (2) 1Odx3" @ 4" O/C SDS SCREWS TO TRUSS & (4)1/4"x3" SIMPSON SP2 w/ 12 1 16d TOENAILS SDS SCREWS TO PLATES AT 36 O.C. ( ) Od 2x4 LEDGER (MATCH BOTTOM NAILS AT EACH STUD SIMPSON H10A w/ (18) CHORD SLOPE OF ADJACENT DBL. TOP PLATE TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 1 Od 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) L 2x4 BLOCKING W/ BLOCKING, FASTEN WITH n 3) EACH 30d COMMON NAIL MAYBE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" O/C (2)12d TOENAILS EXT. WALL CONN. (a COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARI G LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION SEE TYP. WALL SECTION FOR SCALE: 314"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 9 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) (2)16d PER JOINT L CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL K�j� SCALE: N.T.S. S5 12 6.9 MAX./ 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)1 Od PER JOINT 10dx3" O/C TOENAIL 6" O/C W/ (2)16d TYPICAL NAILS ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. GABLE TRUSS "L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) `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) 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)1 Od WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) If NMWV/ If m `BRACING w/ (3)10d x 3" AT \- • EACH CONN. @ 24" O/C SIMPSON HGAMIOKTA w/ (4) MOISTURE BARRIER 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" BOND BEAM TITEN TO CMU MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION UNEVEN CLG. rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-0" - 6'-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1 Odx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/7 SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES OW.) `—CONT. BEARING GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. yGo o °C t:7 a P� CORNER JACK Y v W z Q� 8 , a HIP FRAMING REFERENCE PLAN 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL E GABLE TRUSS WB DOUBLE "L" BRACING DETAIL(:S 5 SCALE: N.T.S. 5 2x4 wr BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.CN TYPICAL GABLE TRUSS WEB -J SINGLE "L" BRACING DETAILr6 SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE 7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. 11111 Lkq 1111111111101 NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) 7' 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 LTOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION k ttt1111i1H11/ `,\§ a�0 W N �'o• ,........ �` �6 _* ri Q . ••. F '11/f/f, O F E g S\o%% , "ImIIIIIIl11 To the best of the Engineef s knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 0th Edition. Engineer's signature and seal is only for the stnotural engineering portions of the drawing pages bearing Ergineefs signature and seal. h .18 R Al 0-8o� 9Z1 u C J LL SNP a h M _ �8711 LL r � aL U. (/) N 14 -of° Q w w ai pii a0'aIke, Z _ CN°'� o m m O W zom N � cpY, <2�0 y N O � Q6 N�MQ c�� z aooa W cD 2 z � z is z g a Cn CD U ■ c�6 "V m � Q OLu N a � M o1 W 1 3o 6 go Q O 9 (6 �� go& 2 S Z �E IT w C QLL z a J �m �w �rH o W T g� U a mz O �a J �N a� W � N •> c O N cm aL c m o �o 1�' W � .� Z N T T � CD O � N CM N Z 0cc ' O E " T " a U JOB NO: 20-0560 SCALE : AS NOTED SHEET NO. S5 N N 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER _ - TO PRODUCT _ MAX. 8" � UNACCEPTABLE INSTALLTION � TO PRODUCT P.T. TO PRODUCT APPROVAL FOR CONN. PROPER INSTALLATION DO NOT DO THIS ' 2^x BOT. PLATE W/ (2)1od @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1 X 4 1x4 P.T. 3/16" 0 X 3" LONG FURRING FURRING 2 ROWS 3/16" x 3-1/2" 3-1/4" LONG X 3/16"0 FURRING TAPCONS gg TAPCON @ 16" O.C. & 4" 2X8 TAPCON. INTO STAGGERED @ 16" 1x8 P.T. FROM EACH END w/MIN. 1X8 BLOCK@ SPACING �� O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH PER MANUFACTURE 1 DETAIL MASONRYTHROUGH �� 1x4 P.T. & 1x8 P.T. 1-1 /2 DETAIL 1x8 w/ (2) ROWS 8d"NALS 3" DETAIL STAGGERED @ 12" 2 O.C. 3/16" x 3 -1/2" DOOR JAMB (REFER I TAPCON @ 16" 1x4 PTDOOR TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 LF1/2"DRYWALL DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" TAPCON @ 16° 1x4 TAPCON 16" O.C. & O.C. & 4" FROM EACH FURRING @ END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ L 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 21 /4" DETAIL STAGGERED @ 12" O.c- 3-1/4" DETAIL FILL SOLID BOTH CELLS #5 REB (TYP,) STD. 90 HOOK n[ L ±5" NOTCH WEB AT FIRST 2 COURS ` (TYP.) #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AR AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED O.C. FIELD " ` `STD. 90• HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB E METAL SEAT PLATJL I NOTE: LAP SHEATHING TO ' � BOTTOM OF BAND JOIST TYPICAL ' +2" NOTC @ FIRST COURSE SIMPSON HGAMI OKTA @ O.C. /2" W/ (4) 1/4x1 1SSIDS SCREWS THE ` INTO BAND JOIST & (4)1/4"x2 3/4" ES TITEN INTO K.O. BLOCK BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CCFILLEDCELLPER FOUNDATION PLAN SCALE: N.T.S. SS FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK Pw SECTION W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A UPLIFT CAPACITY _ 1610 # FOR 2 STRAPS FILL 1st4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 8" 00 SOLID W/GROUT 2'-0" 1 X 4 FURRING it SOLID BLKG. AT TOP BTWN. 1 PLY PRE-ENGINEERED TRUSS 1/4" x 31/4" TAPCONS ° BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1/4"xl 1/2" SDS 1/2" DRYWALL SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS * IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7)114")Q 1/4" TITEN = 2150 #) 2 x 8 45" DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION -, " .. 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 1/2" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR CONTACT ENGINEER OF RECORD FOR SCRIBE NOTCH POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. FURTHER INSTRUCTIONS. (NOTCH) FACE OF ARCH W/ (3)10d NAILS BACKSIDE TO FIT ARCH (4)1od NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL OVERRAN CONNECT W/ 8d NAILS BRACE/ S. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB N.T.S. INSTALL WDW. SCREW ANCHO PROVIDE TAPCON WITHIN a, INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF RETROFIT WALL OVERHANG DETAIL (NTS) INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4" TO 110 —� 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 7-6" TO 4'-0" O.H. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL NOTE; FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. OV 4' MAX. RAD. USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ TO TRUSS NAILS @ 8" O.C. ARCH DETAIL i MIN. 4" EMBEDMENT AT 16" O.C. + FRygN CF TO TRUSS TOP CHORD 1 r-Orr 5r-Orr SCALE: N.T.S. SS 12 + + �G7/y PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN + + 2 x 8 BUCK - CONNECT TO BLOCK 2x6 #2 SYP @ 24" O.C. + + + + BLOCKING AS H FLO WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. SECTION ROOF SHEATHING ATTACHED B-B REQUIRED > ° • 'Q ' EMBEDMENT INTO ) PER NAILING SCHEDULE ALL TO SUPPORT ► • r1/4" MAX 2,-0" 8" TRUSS + SOFFIT ° . ►' ' ► ► #5 BAR BLOCK HEADER + SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON + + p 1�" • ► ° . ° CENTERED W/ BLKG. &BUCK 2X6 TO 2X4 H2.5A w/ (10) 2X4 SYP , . ► • ''► IN TOP 4 1 X 4 FURRING 8d NAILS EACH TRUSS ► KNOCKOUT / EN 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d — ° CHAIR BLOCK PROVIDE 2x CONNECTOR �° I — 1r NAILS AT EA. END PROVIDE (2) MIN. CONT. W/ (3) PROVIDE 2 x 8 DIAG. BRACE B MONO FOOTING - _—_ VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SIZE AND REINF. PER PLAN — "� °• ► ° BRACE EXCEEDS 24' BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY SEE LINTEL AND SECTION DETAILS -I LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 SCHED. CLEAN FILL .► s. ° 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT DIRT b TO BE INSTALLED 111 Z�� 1 " MAX SEE PLAN PRECAST LINTEL BUILT UP PLWD. BUCK - 7/16" OSB ARCH PANEL '•4 STANDARD 2 2X4 SYP #2 CONT. MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN ! ° 9� HOOK N SCRIBE (NOTCH) BACKSIDE ( TO FIT ARCH CONNECT W/ ) () FILLED CELL START OF ARC IF TRUSSES USED W/ 2 #6 X 4%" WOOD FOR OVER HANG 8d NAILS 2 x 4 SOLID BLKG. FULL WIDTH OF WALLS @ ( ) • s •. • • s •. ( ) 4 MAX. RAD. SCREWS 16" O.C. MAX. OR IF MASONRY MAX. 4'-0" . BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE (2)1/4" X 31/2" TAPCONS AT 16" INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. ANCHOR INTO ARCH BLKG. � '• ` • � ," , • r '• , ' � , , � ," STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS ARCH DETAIL K SECTION @ENTRY L SECTION @ ROOF EXTENSION M REINF. PERLAN AND STEMWALL =g— SCALE: N.T.S. SS SCALE: 3/4" =1'-0" SS SCALE: 3l4" =1'-0" SS MONO 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 CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. MASONRY WALL. SEE PLAN FOR C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS HOOKED DOWEL REINFORCING. PROVIDE LOWER 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE DRILL 3/4"x5"MIN. HOLE SET BAR IN 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 A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL FLOOR PLAN FOR REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS MORE INFO TOP SPACE BETWEEN EXISTING GROUT &NEW GROUT BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR W.W.M. AT PERIMETER SIMPSON HTT4 w/ (18)10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") 1/2" NAILS TO STUDS &1 COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4' EXPANSION BOLT (2 WHERE THIS CONDITION () - 11 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) (1) #5 BARS CONT. OCCURS 5/8" DIA. ALL THREAD ROD TOP WITH MIN. 3" EPDXIED w/ SIMPSON "SET" z #5x6' EMBEDDED INTO EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING / SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER COVER g�_0" EPDXY MIN. 6"EMBEDMENT & FF OR CHASE SURROUNDS. COURSE) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. .. 3"MIN. EDGE DISTANCE EXPANSION STRIP � � � � FILL CELL FULL HEIGHT W/ LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE "- v NON SHRINK GROUT. THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL - •>� °� . w a A REINFORCING AS FOLLOWS: ► _ ; •- � SEALANT ¢ � 1 * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. g p, • #5x6' EMBEDDED INTO * PRESS PANEL REINFORCING INTO PLACE. v z 6' MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL - REINFORCING PANEL ¢ EXISTING FOOTING (2) #5x6' IN CONC. SMOOTH. DO NO FURROW. ► ° .; N FILLED CELL ' DRILL 3/4"x5" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE ►. '�'�`�' •'`�' ' � ► `. SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. ;`' 6" MIN. LAP% •' '-�::: G SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE t O SEREMAIN FREE OF MORTAR. E GLASS BLOCK INSTALLATION NOTES. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS • SEALANT SAW CUT TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE • : �b 4" SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE 16" MIN, COVER EA. WAY WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 A SE CT I 0 N 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. - , „ r " RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4„ -1-0 SCALE: 3/4 = 1-0 FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR ALE: N.T.S. INSTALLATION OF GLASS BLOCK. y� l k, N,�� o j 00 fp• ��' _ < r V • O (G lee N . P Off. '•. PR0 FIE S� S To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained wthn threes drawings comply with the 2017 Florida Building Code - Residential Bth Edition. Engineer's signature and seal is only for the struckM engineering portions of dre drawing pages bearing Engineer's signature and seal. t' og8 nNc u LL LL a M fn N W a O c t� Z0 W COZ w OR -V m0 .re r Q W Z orn a, J c L I N Q' S L. NQc'oZ :.D z ;5 F 060000 W 0 z � Z n a N 'z'^^ V U5UD . •V OLU W Q �O o M z J "E � ¢ so 90 Z 0 E i ro oa s W�p ° 41 zn C C Wg i�Z �� z -W W �3 'sz gl� v o M L N N a C � g O (� . v Z N 1— O _ C O c E M 'c" N M N r Z a E O U Q p JOB NO: 20-0560 SCALE : AS NOTED SHEET NO. SS Z CONTINUOUS LATERAL BRACING - NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS FOR NAILING CROSS BRACING DETAIL (TYP.)r1 SCALE: NTS TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 CONV. FRAMED RIDGE MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. Cg 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB-,;o 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS PTH 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 TB DE • PRE-ENG. TRUSS 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. n DIRECTION TYP. --� -----L WOOD TRUSS - A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE: NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT CL OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: NTS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ Z-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC.MASONRY STEEL OR WOOD BEARING SUPPORT A —A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING 3 SCALE: NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT VARIES 2x4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d TOENAILS TO TOP PLATE & (2) 12d END - NAILS TO TRUSS BOTTOM CHORD MIN. (2) 2x4 SPF TOP PLATE ROOF SHEATHING ATTACHED PER NAILING SCHEDULE COMMON TRUSSES. SEE TRUSS PLAN FOR CONNECTION INFORMATION. VARIES SEE PLAN FOR WALL LOCATION �- MIN. 2x4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3)12d TOENAILS TO SEE PLAN FOR PLATE BELOW TOP OF WALL p MIN. 2x4 #2 SYP P.T. PLATE W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE 16" O.C. MAX. INFO. SECTION ENTRY K8 SCALE: NTS SIMPSON LSTA18 w/ (12) 1Od NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INFI HIP G.T (2) 2x8 #2 SYP w O.S.B. FLITCH PI TOP @ TRUSS e U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 1 Od NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"X2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY 2 MASONRY WALL SCALE: NTS )IMPSON HUC410 w/ 6d INTO HEADER & ( Od INTO BEAM - SEE 1OOF PLAN FOR MOI NFO SEE FLOOR PLAN FOR SEE PLAN FOR CANT. COLUMN SIZE & BASE-7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION AINDICATED ON B. SC EDULE/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) SCALE: 3/4"=V-0" AA SEE PLAN FOR SEE PLAN FOR SIMPSON CANTILEVER IF MTS18 W/ (14) INDICATED 10d NAILS TYP. U.N.O. CORNER 4 SEE FOUNDATION 5" PLAN FOR MORE INFO COMMON BM. ATTACHMENT SCALE: NTS 2x4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE: NTS SEE 1 /S5 FOR ADDITIONAL OUTLOOKER INFO. TRUSS 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM BM. SPLICE OVER CENTER OF POST MIDDLE SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. �• MASONRY WALL BELOW: SIMPSON °.. HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN a,. (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS a COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE �� SCALE: NTS JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL a" 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 1F 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. SIMPSON LUS26 w/ (8)10d NAILS OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. 2X10 #2 SYP CONT. LEDGER w/ (3) VERIFY WITH PLAN FORLOCATION AND DIRECTION 1/2" X 41/2" LAG SCREWS ATTACH (IF PARALLEL SEE 202 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: NTS LOW ROOF/WALL SHEATHING ATTACHED PER NAILING SCHEDULE 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/—' L (2) 2x6 BLOCKING UNDER FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE: NTS ��j DETAILS &SECTIONS i i00111111fJp N cC14 \\\ 0 W N ��, N rid o • Ix' z To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within time drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the stnxtural engineering portions of the drawing pages bearing Enginee(s signature and seal. 0 n (00 goo8,iv MN^ # coLL u W 4 �rNi w vi Y Z Mai 19 o,02 %ca00 ne m ETM ¢g�o Z IL t7 Na�z�3 z ° 0 000❑ co z z g a U) Q) Orb W-ro O l5 g �I U Q it CD __j 2. E = . ZI �° f Oaf =o z O U t--' E c" Q. -S U ¢y�0 oa i �o Z ra ci c _ V m0 o z of z d b Z �33U w 1 a ! mi CO v zl� 8 3 J �N d m B L 10 Q .-. .> Ix c _ N C m o co T' •� .T� Z o 0) T"' T i N�LO N Lo T E 0) o � M N z Z E Q s= E ca T B :: c a U ,°, ¢ o JOB NO: 20-0560 SCALE : AS NOTED SHEET NO. D1 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIONS; 1. Cut, fold up & temporarily secure weat barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING -, DO NOT FLASH OVER BOTTOM NAILING FLANGE NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING DECK JOIST SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 AND FBCR 703.7.3 Detail Instructions Refer to the number marked as# in each detail that corresponds to the numbered items in the list 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 comer may vary, adjust folding of the flashing accordingly to fit tight to comer 8. Mechanically fasten as necessary 8• CMU 4" OR 8" CMU (PER SEAT DEPTF FILL WITH GROUT WEATHER JE BARRIER & IARILY SECURE EXTERIOR SHEATHING WOOD FRAME CONSTR. SELF -ADHERED FLASHIN BY LAPPING DOWN -� OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI: UNDER DECKING ED FLASHING (SEE DETAIL WP07) 8 2 SELF -ADHERED FLASHING 2x FRAMEWALL TILE FINISH- 1/2• DUROCK- SLOPED MUD BED VINYL SHOWER PAN WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL SELF -ADHERED FLASHING 1 2 SEAL TOPS OF JOISTS UNDER DECKING 8 (SEE DETAIL WP07) E AM SELF-ADHEF 2 V-4" PFR PLAN SHOWER SEAT SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF ADHERED FLASHING OUTSIDE CORNER g tZ m W n. CO W V W cc w 0 rn RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING PATCH HERED FLASHING PLASTER STOP - CONTINUOUS BACKER - ROD & SEALANT A A �00 8 2 JIT n icm) QED FLASHING APER ►TH SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ADHESIVE THROUGH SELF -ADHERED ASPHALT ADHESIVE FLASHING c_enucaGn CI F- Fez a FLASHING REQUIREMENTS R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall include 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 resist liquid water that has penetrated behind the exterior covering from further intruding into the exterior wall assembly. An exterior wall covering is described as a material or assembly of materials applied on the exterior side of exterior walls for the purpose of providing a weather -resistive barrier, insulation, or for aesthetics, including but not limited to, veneers, siding, exterior insulation and finish systems, architectural trim and embellishments such as cornices, soffits, and fascias. R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.7.3 Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a O water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. ' Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. 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. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class SCORED 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the 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 �• (BEFORE FOLDING, SCORE of the exterior wall finish. Approved corrosion resistant flashings shall be installed at the following locations: RELEASE PAPER TO EXPOSE 1. Exterior window and door openings. Flashin at exterior window and door openings shall extend to the surface of the exterior wall finish \ ADHESIVE AS SHOWN)g SELF -ADHERED FLASHING INSIDE CORNER Ground FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-10INCH FLANGE II) THIS GAP IS A RESULT OF -,\/NATURAL SHRINKAGE. DO NOT SEAL. -DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent 2 drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 5 1.2. In accordance with the flashing design or method of a registered design professional. 4 1.3. In accordance with other approved methods. 6 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMANVDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco 7 copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. Water Resistant Barrier Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) o 0 DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING, 'OSB', PLYWOOD, DENSGLASS L9 \STER STOP A NTINUOUS BACKER ROD / EALANT MENTITIOUS FINISH 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. Cement Plaster over block 1st floor - 7/8" Cement Plaster in accordance With ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance With ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim, caulk for all A t N 0 N N 0 To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within Brese drawings comply wb 0* 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 9S le aI�ml U C7 C N n C & U. U. # ao 0 s U-J LLLL0.0. a 0 VIM Fa: W yj a s o Z Y i A« o00 W 2 Ea mmoo rn o o i Na�Z° 03 Z ❑❑❑❑ W N z }Q�{ z g Q J f) d N N z CD o 0,,,P tN C rn Q � W o w a2 =_® aa:E 8 'Wo a E &o az Wz N ro wo NC Z �� g3 o Z W CX.3 UFi 3 TL �� SZ m N tV 2 J e � W .� c Q LPL -6 CL T A 04 0) � T� Z ` V N n T � Z Z O E W r- a o U _J Q ?? pre JOB NO : 20-0560 SCALE : AS NOTED SHEET NO. W P A3 _ _ FL17244.1 ESR-3455 12/31/2020 A23 FL10446.2 ESR-2506 OWN 12/31/2020 12312020 12/312020 12/31/2020 1031/2020 12/31/2020 12/3112ar0 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 IX31/2020 12/31/2020 12/312020 12/31/2020 1031/2020 12/312020 12J31/2020 12/31/2020 12131/202o 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 12/31/2020 12/31/2020 12/31/2020 12i31/2020 12/31/2020 12/31=0 12/312020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12I312020 12/312020 12/31l2020 12/31/2020 12/31/2020 12/312020 12/31/2020 12131/2020 12/31/2020 12/31/2020 12(31/2020 12131I 0 0 12/312020 12131/2020 12(312020 12/312020 12/31/2020 12131/2020 12/31/2020 12131/2020 12/31/2020 12131/2020 12/312020 12/31/2020 12/312020 12/31/2020 12/31/2020- 12/312020 12/31/2020 12131/2020 12/312 0 02 12/31/2020 12/312020 12/312020 12/312020 12/312020 12/312020 12/312020 12/312020 12/31/2020 12/312020 12/31/2020 12(312020 12/312020 12/31/2020 12(312020 12(312020 12/312020 12/312020 12/312020 12/312020 12/312020 12/312020 N O U -0 Q O 2 C Co -� V � O U O C Q _O O Q O O C O Li- co Q � %0 ' O -- -0 E Q Cn N .0 � 0 � Q. �- (n Q §fgmwge�uffHD210-2 PRODUCT APPROVAL SPECIFICATION SHEET �zo,>� �2 As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and approval members on the building components listed below if they will be utilized on the construction project for which you are applying for a FL17232.3 _ -� ESR-3445 12/31/2020 HU210-2 FL10856.4 ESR-2549 HD212 2 FL7 17232.3 ESR-3445 12/31l2020 HU212-2 FL10858.4 ESR-2549 HD216 FL17232.3 ESR-3445 12/31/2020 HU218 FL10856.5 ESR-2549 Mounting SwItms (10 �1 � e r w -11f2 X41i'"� X�?t q + (Maybe Cut to m S� fill hc;r SC xd* �u Rl lit Bf�d(E�it1 iC13:U i softHTW30 1% '� 2 (Typ,) D , +.` 0 . 4,�'ir.,w 'u'�'# St YYS 10,5/$A ��k,� AK Wit bottom 6dw Hurrk. w*SVap (Typicak 3 In fronts Fro*Crm Suppol Sel�-IACIift Nuts be cut to W) L4 t 8rAd sit (16 GaUQe) #14Se�'Q{ling5.ae5ThruBlraC�i�i A I KkCross Support Irlto AIC lJr* Burn Side (Typiral. 3 �a+ch side for htrre Lane use) l i milli: imbudlnoaaat�i�+e�t+ � 1,�caee/1i logos. saw Sod Fit" i a� iuewdlall� HD216-3 FL17232.3 ESR-3445 12/31/2020 HU216-3 FL10856.1 ESR-2549 category/SubcategoryManufacturor Product Descri on royal Numbs s Test Pressures Ex .Dade HD28 FL17232.2 ESR-3445 12/31/2020 HU26 FL10858.3 ESR-2549 1. EXTERIOR DOORS H026 2 FL17232.3 ESR-3445 12/31/2020 HU28 2 FL1oe58.4 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/-67.0 psf 12/31/2021 HD412 FL17232.4 ESR-3445 12/3l/2020 HU412 FL10856.9 ESR-2549 HD610 FL17232.4 ESR-3445 12/31/2020 HUM FL10856.10 ESR-2549 ThermaTru Ferber -Classic and Smooth -Star (NON -IMPACT) Ft20461.9 +67.0/ 57.0 psf 12131/2021 HDO410 FL17241.7 ESR-3444 12/31/2020 HUCQ410 FL11468.11 SIM200804 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.14 +67.0/-07.0 psf 12/31/2021 HGA10 FL17899.1 Evaluation Report 12/31/2020 HGA10KT FL11470.4 SIM200803 ThermaTru Classic -Craft and Benchmark FL15225.1 +67.01-67.0 psf 12/31/2021 HGAM10 FL17699.1 Evaluation Report 12/31/2020 HGAM10KT FL11470.4 SIM200803 ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-07.0 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 12/3l/2021 HTA16 FL17880.4 Evaluation Report 12/31/2020 HETA16 FL11473.5 SIM200602 HTA20-18 FL17880.4 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 2 HTT16 FL17324.2 Evaluation Report 12/31/2020 HTT16 FLI1498.1 ES-0130 PGT Series 5570 FL251.10 4/14/2021 HTT45 FL17324.2 Evaluation Report 12/31/2020 HTT22 FL11498.1 ES-0130 HTW16 FL17244.8 ESR-3455 12131/2020 HTS16 FL10456.22 ESR-2513 C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psf 5/21/2028 HTW20 FL17244.8 ESR-3455 12/31/2020 HTS2o FL10455.23 ESR-2513 Clopay Balding Products Residential WindCode Doors W5 (16X7) FL15279.63 +30.0/-30.0 psf 5/21/2028 HTW24 FL17244.8 ESR-3455 12/31/2020 HTS24 FL10456.24 ESR-2513 Clopay Building Products Residential WinclCode Doors W6 (8X7) FL15279.85 +38.0/-42.0 psf 5/21/2028 FL17244.8 ESR-3455 12/31IZ20 HT530 FL10456.26 ESR-2813 Clopay Building Products Residential WindCode Doors W6 (16X7) FL15279.102 +37.0/-41.0 psf 5/21/2028 HTWM16 FLe223.2 Evaluation Report 12/31/2020 NTSM16 FL11473.11 SIM200802 D. METAL LOUVERED DRS Curries Division ofAADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FLI1537.1 N/A (see inst sit) 12/31/2025 HTWM20 FL6223.2 Evaluation Report 12/31/2020 HTSM20 FL11473.11 SIM200802 HUGT2 FL6223.3 Evaluation Report 12/31/2020 HGT2 FL10456.18 ESR-2513 2 WINDOWS HUGT3 FL6223.3 Evaluation Report 12/31/2020 HGT3 FL10456.19 ESR-2813 A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.0/-55.0 psi 10/8/2023 HUS210-2 ESR-3445 12/31/2020 HUS210-2 FL10856-R4 ESR-2549 _ HUS212 2 _-FL17232.6 FL17232.6_ - `-` - ESR-3445 12/31/2020 HUS212-2 FL10858.11 ESR-2549 PGT Series 5500 FL239.7 7/30/2020 HUS26 - FL17232.6 _ -"-----CSR-3445 12/31/2020 HUS26 FL10858.11 ESR-2549 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.0/-00.0 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 FL10858.11 ESR-2549 PGT Series 5520 FL243.9 4/30/2020 JL24 FL17232.7 ESR-3445 12/31/2020 LU24 FL10655.103 ESR-250 D. MULLION MI Windows and Doors Series 5764 FL15353.2 WA 12/31/2020 JL28 FL17232.7 ESR-3445 12/31/2020 LU26 FL10655.104 ESR-2549 PGT Series 5500 FL261.1 WA 526/2021 JUS210-2 FL17232.11 ESR-3445 12/31/2020 WS210-2 FL10855.107 ESR-2549 E. OTHER JUS24 FL17232.10 ESR-3445 12131/20120 WS24 FL10655.109 ESR-2549 JUS26 FL17232.11 ESR-3445 12/31/2020 WS26 FL10655.111 ESR-2549 JUS25-2 FL17232.11 ESR-3445 12/31/2020 WS25-2 FL10655.112 ESR-2549 3. PANEL WALL Cemplank Lap Sung and HardiePlank Lap Siding FL13192.1 - FL13192.2 JUS28 FL17232.11 ESR-3445 12/31/2020 WS28 FL10655.113 ESR-2549 A. SIDING James Hardie Building Prod. N/A 12/31/2020 JUS46 FL17232.11 ESR-3445 12/31/2020 WS46 FL10655.118 ESR-2549 B. SOFFITS Alside Solid and Vented Solt FL15272.1 - FL15272.2 +70.0/-70.0 psf 12/31/2020 KLEG3 FL17241.15 ESR-3444 12/3l/2020 LEG3 FL10567.71 ESR-2815 C. OTHER KST260 FL17244.15 ESR-3455 12/31/2020 MST60 FL10852.7 ESR-2105 LSTA12 FL17244.18 ESR-3455 12/31/2020 LSTA12 FL70852.4 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 1v16/2022 LSTA18 FL17244.18 ESR-3455 12/31/2020 LSTA18 FL10852.4 ESR-2105 B. Tamko 151b Felt Underiayment FL12328.6 WA 10/18/2021 LSTA24 FL17244.18 ESR-3455 12/31/2020 LSTA24 FL10852.4 ESR-2105 C. ROOFING FASTENERS 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 LSTA38 FL10852.5 ESR-2105 D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 WA 9/9/2026 LTS19 FL17219.2 ER-O200 12/31/2020 LTT19 FL11498.3 ER-130 Florida Metal Products, Irx Vent RV10 FL21580.3 NIA 12/31/2020 LTS20B FL17219.2 ER-0200 12/31/2020 LTT20B FL11495.3 ER-130 Lomanco, Inc DA-4 Exahust Vent FL77202.1 N/A 7/10/2021 LTTI31 FL17219.2 ER-0200 12/31/2020 LTTI31 FL11495.3 ER-130 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 WA 12/3l/2020 CU O OICU ^' W _ ICU O Q Q O S_ w f 1 i..a.. ''^^ ICUi MIC W We G^' Q W z J z a LTW12 FL17244.8 ESR-3455 12/31/2020 LTS12 FL10458.29 ESR-2613 Botal Tile Saxon 900 y FL7849.16 - FL7849.20 WA 12/31/2020 LUGT2 FL17240.2 ESR-3447 12/31/2020 LGT2 FL11470.7 SIM200803 F. METAL ROOF Gulf Coast Supply&Manufacturing, L 0.032" Aluminum GuI1Lok 16" wide roof panel FL11651.2 R3 N/A 4/12/ 0024 MP3 FL17244.22 ESR-3455 12/31/2020 LS30 FL10448.15 ESR-2606 MP34 FL17244.23 ESR-3455 12/31/2020 A34 FL10446.3 ESR-2805 MP4F FL17244.24- -- -- -__ ESR-3455 --� - _- 12/31/2020 LTP4 FL10448.19 ESR-2806 5. SHUTTERS MP5 FL17244.22 ESR-3455 12/31/2020 LS50 FL10446.16 ESR-28M A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/31/2020 MPH3516 _ FL17240.3 ESR-3447 12/31/2020 WM1416 FL10867.86 ESR-2615 All American Shutters & Glass Galvanized Steel Storrs Panels FL77869.1 WA 12/3l/2020 Florida Department of Business & Professional Regulation Page ore Bulking Codes and Standards 3/zerm/e Product Approval Application Detail MSTA12 FL17244.18 ESR-3455 12/31/2020 MSTA12 FL10852.8 ESR-2105 S. 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/ USP Structural Conn. see chart MSTA24 FL17244.18 ESR-3455 12/31/2020 MSTA24 FL10852.9 ESR-2105 --- _ - - -- ANCHORS Simpson Strong -Tie see Chart MSTA38 FL17244.18 ESR-3455 12/31/2020 MSTA36 FL10852.9 ESR-2105 B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 WA 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 M MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 1/1/2023 S� Entity or J� am Jt;� t8mdmrtucrueysadsiadar �! � Sr98taed lLirl>iete4 fJl Revision 2017 Guff coast spply&manufaauring,LLC. Eng�d Denial S.Kuhn Looks Bowdon P.E. IOH2/z017 Iam0/2017 1on7lt017 12n2/20t7 Approved �Y; Ring (352) 4SM778 PE-7551g (334) WO-1 WO slecatagory: Metal Rooting info4quMeessisuPPly.� CAmpw'oeaaerod:Evaluation Report toma Florida Registered Architect or a Licrued Florida _ . OrWavAsrrrece Am -roved for use I� 1� P o lud World, Number or Name $4$1c �9R ! �i Ss1td� Presswe 1 0.032&quot Aluminum 5V Crimp Mn 0.032&qua; 5 V Crimp Aluninwn Rea Panel 04A22o24 No Yes WA +Nit/ over 0 03 &cp u ; Plywood ,oaspsF 2 0.0328Wa1; Awminum GunLok Mn 0.0328Wd; Aluminum Gulf teak tetqud; Wide 04112l2024 No Yea N/A +N/a Roof Panel a 15/32&WMPlywood-116.OPSF 3 %cluct:249s.Gulf Snap 1o8vgru 24t�17&gad;wide Roof Panel 04MV2024 Yes yes N/A +N/AJ--131.OPS 4 1&quot:249a.VereaLoc 1&qud:VrsrLoc249018.S&Wot;WWORoaPend 04/1212024 Yes Yes N/A +N/a 5 1&quct: Vrs iLoc .032&qud: Aluminum 1" Vrsslococ m quot, NuMnum am 04n2=4 Yes Yes N/A +N/A/ 1S/d28qud: Plywood-101.0PSF 6 1.5&quct 21ga ouv Snap 1.5&qud; Gulf Snap 2499. 16&Wot Wide Rod 04/12=4 Yes Yes N/A +N/A/ -and over 15r32&qua; Plywood-116.OPSF 7 1.5&Wa:21pa. vrsaLoc 1.5&quat; VemsaLoc min 2490. 18&Wa: wide Rod 04112/l024 vas vas N/A +N/a Penddux 15/d2&Wd; Plywood-123.5PSF MnzIGa.2&Wa;Meg.looleaWa:wael:oa o4nzr�4 No Yes N/A N/a Pend avr Gulf L qud; Plywood -108APSF 9 N Gee Gulf Lek Mn 21 Ge. GuK Lok 1B8quck Wide o✓r 15/S2tiqud: 04/t2/1024 No Yes N/A +NlA!-96.7PSF Plywood 10 24 Go. Gull Sown Mn 24 Ga. Gulf Seam 16&quck Wider Red Panel 04n2R024 No Yes N/A +N/AF93.5P8F over tx4 wood Sum,Purlins I &Md;15MS a: Plywood 11 24 Gs. Guff Seam Min 24 Ga. Gal Seem,, 3N8gtrd; Snap Lock, OY12/2024 No vas N/A +N/A/ 188qua: Wde Floor Panel ouar 15A21lquot; Plywood-108.5PSF 12 28 Ga. 5V Comp Man 28 Ga. 5V Crimp Rod Panel over 15/62&qua; 04M2=4 Yes Yes NIA +N/A/ Plywood-156.5PSF 13 26 Ga. 5V crimp Min 26 Ga. 5V Crimp oar 1Y32&quct: Plywood 04n2=4 No yes N/A +N/A/-131.PSF 14 26 Ga. 5V Crimp Mn 26 Go. 5V Crimp Rod Panel ar 1x4 Wood 04MUM4 No Yes N/A +Nb4/ Prlhs over 15/32&Wot Plywood-156.5PSF 15 26 Ga. Gun Lek Min 26 Ga. Gulf lok i68 KA Wide Rod Panel over 04/12nO24 Yes Yes N/A +N/Af 154128quot: Plywood-161.0PSF 18 26 Ga. 00 Los Mn 26 Ga. GuK Lok 188qud; NM1de Rod Pa-d over 04/12,2024 No yes N/A +N/AF63.5PSF 15/62&qud: Plywood 17 28 Ga. GrIPBR ben 26 Ga. Gulf PBR Rod Pend over 15/32&qud; 04/12,2024 No Yes N/A +N/A/ Plywood -154.7PSF MTW12 FL17244.8 ESR-3455 12/31/2020 MTS12 FL10458.33 ESR-2813 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 3/31/2021 MTW16 FL17244.8 ESR-3455 12/31/2020 MTS16 FL10456.34 ESR-2513 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A 5/21/2022 MTW18 FL17244.8 ESR-3455 12/31/2020 MTS18 FL10456.35 ESR-2513 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 N/A 5/25/2024 MTW20 FL17244.8 ESR-3465 12/31/2020 MTS20 FL10456.36 ESR-2813 MUGT15 FL17240.5 ESR-3447 12/31/2020 MGT FL11470.9 SIM200803 NFM36X12 FL578.2 Evaluation Report eport 12/31/2020 MBHA3.56/11.25 FL13904.6 ESR-2518 NFM 36X1t3U FL576.3 Evaluation Report 12/31/2020 MBHA3.58/18 FL73G04.6 ESR-2516 PAU44 FL17239.13 ESR-3449 12/31/2020 HDU2-SDS2.5 FL10441.4 ESR-2330 PAU68 FL17239.13 ESR-3449 12/31/2020 GLTV3.516 FL10667.8 ESR-2515 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 ' bsite; 1 co of the product approval, :, I� JD ) � 1� �� r ' ---- --_- --I ----- - _ j - i - ! PHD2A FL77219.3 ER-0200 12/31/2020 FGTR FL11473.2 SIM200802 PHXU3516 FL17241.20 ESR-3444 12/31/2020 CS16 FL10652.1 ESR-2105 RFUS FL6223.5 Evaluation Report 12/31/2020 H1 FL10456.5 ESR-2613 RS150 FL17244.27 ESR-3455 12/31/2020 H10 FL10458.8 ESR-2613 RT15 FL17236.3 ESR-3448 12/31/2020 H10-2 FL10458.7 ESR2B13 RT16-2 FL17238.2 ESR-3448 12/31/2020 H10A FL10456.6 ESR-2813 RT78A 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 _. _ _ _ _ y ____ _._.._.. . ____ -..._ _ 1 ____._...- ...__..._._ ._ ..-__.. ____.. ._...... .-.__. ........�_.. _.__.__.... ____..___ E ' 1 I APPLICANT SIGNATURE DATE ' RT4 FL17238.3 ESR-3448 12/31/2020 H5 FL10458.15 ESR-2813 RT5 FL17238.3 ESR-3448 1 0 2/31/202 H2. 5 FL10456.11 ESR-2813 RT7 FL77236.3 ESR-3448 12/31/2020 H2.5A FL10456.12 ESR-2613 RT7A FL17236.3 ESR-3448 12/31/2020 H8 FL11470.3 SIM200803 RTBA FL77236.3 ESR-3448 12/31/2020 SP1 FL7 0456.41 ESR-2813 SPT22 FL17244.30 ESR-3455 12/31/2020 SP2 FL10458.42 ESR-2613 SPT24 FL17244.31 ESR-3465 12/31/2020 SP4 FL10456.43 ESR-2813 SPT4 FL17244.32 ESR-3455 12/31/2020 SPB FL10456.44 ESR-2513 SPTB FL17244.32 ESR-3455 12/31/2020 SP8 FL10458.45 ESR-2613 SPTB FL17244.32 ESR-3455 12/31/2020 SPH4 FL10456.48 ESR-2613 SPTH4 FL17244.32 ESR-3455 12/31/2020 SPHS FL10456.47 ESR-2513 SPTHB FL1724_4.32 ESR-3455 12/31/2020 SPH8 FL7 0455.48 ESR-2813 SPTHB FL17244.32 ESR-3455 12/31/2020 U24 FL10655.141 ESR-2549 SUH24 FL17232.13 ESR-3445 12/31/2020 HHUS2B-2 FL10855.3 ESR-2549 TH028 FL17232.18 ESR-3445 12/31/2020 HHUS410 FL10855.4 ESR-2549 Florida Department of Busi ass & Professional Regulation Page2a2 Building Codes and Standards Wilms Product Approval Application Dig THD28-2 FL17232.18 ESR-3445 12/31/2020 HGUS5.25/12 FL11468.11 SIM200804 THD410 FL17232.16 ESR-3445 12/31/2020 HGUS414 FL11468.10 SIM200804 THD412 FL17232.10 ESR-3445 12/31/2020 HDQ8-SDS3 FL10441.1 ESR-2330 THD812 FL17232.16 ESR-3445 12/31/2020 MSTAM24 FL11473.19 SIM200802 THDH414 FL17232.17 ESR-3445 12/31/2020 MSTAM36 FL11473.19 SIM200802 UGTS3F FL2033.1 Evaluation Report 12/31/2020 MSTCM40 FL11473A9 SIM200802 l eta�a Approved war use Amrovod far use 1�d posion 3�! n S �� Z Jta>JMaot 8� 19 28 Ga. GuhPSR ben 26 Go. GdIPBR Roor Pend over 1x4 wood OVt2/l024 Yes Yes WA +Wit Parana 15/d20 ot;Plywood -151.7PSF 19 25 Ga. GuMPBR Mn 26 Ga. GuWBR ar 15/32&quuot Plywood 04M2=4 Yes Yes WA +N/A! -154.7PSF 20 28 Ga. GuOPBR Mn 26 Go. GuMPBR over 1x4 Wood Priins over 002=4 No Yes WA +NAI 15/328quot Plywood-151.?PSF 21 26 Gee GuifRlb Ma 28 Go. Ga11Rlb over 1x4 Wood Wrens ar 04112=4 No Yes WA +NHII 15/32&Wd; Plywood-164.2PSF 22 26 Ga. GulfRib Min 26 Ga. GulfRib over 15/328qud: Plywood 04/12fM4 No Yes WA +NW -1592PSF 23 26 Ga. GuHRib Mn 26 Ga. GulfRib over 15/32&quct Plywood 04M2=4 Yes Yes WA +NIAF -159.f 24 28 Ga. GuNRib Man 28 qGa.uo 13u�1Rib over 7 x4 Wbad Prarus ovr OW 2/l021 Yes Yes N/A NAk164.2PSF 15/d2&o ;Plywood 25 29 Go. GullRib Min 29 Gs. GuHRib over lx4 Wood Purkw aver 04M2=4 No Yes WA -NOV 15/328Wa; Plywood 26 29 Go. GulfRib Min 29 Gs. GW1RIb over 151S28quat Plywood OV12Q024 No Yes WA +NNV -146.OPSF 27 29 Go. GuHRib 711 & Ga. O.S.S. am 1x4 Wood Prins over 04/t212024 No Yes WA +NM/ 7AB8Wa; O.S.B.-101.OPSF 28 29 Ga, GuffRib Mtn 29 Ga. GuMRlb ova 7/168quot O.S.B. OVl2=4 No Yes WA +NAf -116.OPSF UPHDB FL17219.5 ER-0200 12/31/2020 HHETA20 FL11473.9 SIM200802 - - - LGT3SDS2.5 FL11470.7 SIM200803 - - - LGUM25-2 FL11473.12 SIM200802 - - - - - - - - Cope Version: 2017 iL M: 11851 Appoeselon Type: ALL Product Nanutadurror: ALL category: ALL Subcategory: ALL AppaeaaanStatus: ALL complianceYdAod ALL Queasy Assurance stay contract Expired: ALL Product Nodal, Number r Name: ALL Product Description: ALL Approved for use In NVKK: ALL Approved for use outside NVNZ: ALL Impact Resistant: ALL � Pros -re: ALL Date From: ALL tole Tr ALL SHEET PA 1,0 NO. CwnprU Edge FUwyMe S" Dow Qner&40A": X arapwMon) n. 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