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HomeMy WebLinkAbout3083 Nubbin Ridge Lnr ABBREVIATIONS AB orAB. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Flr. Floor RA or RIA or RA. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Rad. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FR DR French Door RECEPT Receptacle ALT orALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft Footl Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing READ or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BILK or BILK. Block GALV or 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 SO. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SO FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SO or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community KN ALL or KNVall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Latin. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer ILL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish MIL or M.L. Microlam LINO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) OTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or wl With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WOW HDR or WDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Fir. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-8-15 2.0 FRAME —WALK REVISIONS 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 1791 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 ROOF FRAMING PLAN 8 LINTEL DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3M MONO DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site: The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. 1l+yl �T r�Ns� �� •' � c� e J 4� OQ Q o *.t � P lop �' O F E /F�r'¢tI11lEt�11\ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. � LQFg.aQ V CNN (CD 0 T A qt ib LL LL u:i VlMI Q > CL LL W NCf d 0. Y a Z arn 'or co 0 O O W �ETo) ¢oI0 Z Z;p G L. NQMZ6QLL U ♦? J Z 011111111 W U z z D(1) 0 U-2 C1 M N S 0 w N C E '® U co �w M Cl) J LL g zgry 5 w� f o 7 �0 Z® ooa E � F U o E QQ� XOV U ao �J &a Z N � g z a� r w r0g N C m0 Ou Z W a 3 g� �o aLL U a mw o CD ilia 3 �N 0 = rn 0 W M 0 C o m fr I� r re o 0) Z N r r = M oMo N Q T TL02 z ' M N � o z E 0 N m c a U � Q p JOB NO: 20-0561 SCALE : AS NOTED SHEET NO. C S ML - L i . i.. N 0 J 0 0 21'-5" -411 4' Y 0 ;t O &D 0 HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI HB (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2600 PSI HS (2) - 1 314" 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 20 X 26 18 } X 25 1 S.H. 13 20 X 38 18 4 X 37 S.H. 14 20 X 50 1 18 4 X 50 S.H. 15 20 X 63 18 J X 62 4 S.H. 16 20 X 72 18 j X 71 j S.H. 1 H2 27 1/4 X 26 26 X 25 } S.H. 1 H3 27 1/4 X 38 j 26 x 371 S.H. 1 H4 27 j X 50 1 26 x 50 S.H. 1 H5 27 4 X 63 26 X 621/2 S.H. 11-16 27jX72 26X711/2 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 J X 381 36 j 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 37 J X 72 36 j X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 734 WIDE S.H. 32 54 X 26 52 � X 25 � S.H. 33 54 X 381j 52 j X 37 j S.H. 34 54 X 501 52 J X 50 S.H. 35 54 X 63 52 j X 62 j S.H. 36 54 X 72 52 } X 71 j S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3.Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" �A +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 �D +28.3 / -36.4 OE +26.6 / -28.0 +26.6 / -32.2 GC� SEE SN SHEET HC� SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS "ULTIMATE" WIND SPEED. THE WIND PRESSURES RES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +34.0 / -44.8 WALL LEGEND TYP. 2x FRAME WALL INTERIOR BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR LIVING AREA 1817 LIVING TOTAL 1817 GARAGE 427 FRONT ENTRY 32 TOTAL AREA 2276 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED FLOOR PLAN ELEV-Al EXT FRAME 2 x 6 CONDITIONED CEILING R-1KRAFT FACED R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) I GARAGE SEPARATION JR-11/R-13 KRAFT FACED SCALE: Y4"=1 r-0" (GARAGE / LIVING) IRt91f` �h' �� C:)I 0 �j •. o ,.• _', O4ai � •• CEO .� Q,.'�G� \O • 5 O s�� •••• F0. �•••� •..,...• QROFESS�O �1ti To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W Q o ro r -A OM C)O M r N ik m W :? �� LLLLCL W a �% r/i M W . V1 cc ii as zo Z _ Y -0rn0 0 6 W ��C � m°�°°c 2 E T ILN _jo O 0" N Q M Z J Z U ❑❑❑❑ W z J M d N N {Mp ';'zn V r LU W �N ' U LLr 2 o g _ ! c W 8 �Q �w M Z � O z =o Ho � _® aE � Da rd CL QQz XU z 000 O zL O O E C14 a °z <8 0� Wi 17 n7 C � ` m 0 0 z yr .LL 0 Q W zS o W CL 3 (, j o a Y, � O qua? �1. 0 et 0 CV = C CM L 10 M .> c � _ �•. O a .2 CO OC I� 0 V� Z N r LO T i M 00 1� M .- o Z C) E r/1 C C a U w JOB NO: 20-0561 SCALE : AS NOTED SHEET NO. 1 KITCHEN ISLAND ULLJ HOOD N VARIES, 2" LESS THAN CABINETS BELOW CMU, 0 N 0 0 N OPT. REF. KITCHEN 0 00 4 MIRROR NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS MIRROR SHWR. SHWR. DOUBLE CURTAIN HEAD RODS VARIES / ROD z 24" TOWEL BAR TOWEL BAR IN a w ON WALL ABOVE TUB OR SHWR. x TOILET TOWEL BAR CL / ON BATHROOM WALL F' MEDICINE -1 _ SHWR. o CABINET 00 _ VALVES _ = c TOILET CO SOAP00 PAPER CO C DISH 00 U HOLDER _ rLID X} 02 0 z ��- _ - co LL LL c r r M O CV p (h M M N M M r TUB _FIN. FLR. OWNER'S BATH SINGLE ROD �� 16" FOR LINEN �12" FOR PANTRY PANTRY BATH 2 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 FINISHED p COUNTER TOP CABINETS - 0 30 H BAS 00 H in a CO 0 2x r a L 0° FRAMING CG 1 /2" GYP c? BOARD — FIN. FLR. - - - - E CABINETS - V-2" �1cV O O Or T i (f) N N N FIN. FLR.. Ul SCALE: 1 /2"=V-0" BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY SHELVING ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1/2"=1'-0" 1 � t�ltlilllrrr//► X° �0 W N r� r • z F E S $\( It"1111itit0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the stniaural engineering portions of the drawing pages bearing Engineers signature and seal. N N C lJi. LL Co 41 cM # h=LL u LL a a N ll.l fn as LL 0 > _ Y Z °yCD ~ O tY m OS m ccc W o r` W H E T Q N IL NQMQZ U O - 13 O a' pQ Z U ❑❑❑❑ W 0 z z z g ¢ v N z Cl •O '�• W U co U • C w Mz � ti¢ 0� o E E (a a 0 Wa UL� C O C �< ay p < oZ a N .0 z (n C 2 OLL N g aZ WLL �� o N Z w �g a $< om � N � L /0 M 0) co J N �1 o O T— No v N ■T� z \ T— T-T i Cn MOO N O r- T-- E c M N Z z E m a 0 JOB NO: 20-0561 SCALE : AS NOTED SHEET NO. 2 r c� c a HFFI -------------- 12 5['<-� F4 12 5� 1"x10" SMOOTH TEXTURED BAND C1FZ_1 IQ Fil I I I I I loll, FRONT ELEVATION — Al 16'-0" RIDGE VENT "----------------------- 01 2,-�„ TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP. ) T-0 RIDGE VENT 004I TEXTURED FINISH 12 �5 T.O.P. T.O.M. _________ _ HDRHGT --------------------------------------- - 1-8 ----- 25SH ------------------ --------------------------------------- ] F.FL. LEFT ELEVATION — Al 1 /4"= V-0" IN III 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. d JCr UA Q' 2 ,�'••. �0 ? O F E S S>O` .r.�lttltaa� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W 00 $ F-4 N � ib LL V. C"Loa 'DLL 4 u- LL Wa nW. N y Ce M a Vl W � �LL . W W O t9 Z 0 ¢�— 9zo 0 r- gyE 0003 ri W W reo prc 0 r- m 2 ET J z LL No �5� Narnza �03 �0 Z ❑❑❑❑ W gm z z v Q) _;—Z cJ1 . W g Ow t� c E U m � �l _ ' z r• Q Q O W M IL i � g� ZM E o LL GA 2• E H° �0 wO 0 U ZU o N N N L �i wo <� WZ ms ry U 2s ~ems U W C-3 O yLL = c7 Gaia i�d a§ U§ �N .9 = rn � W > M • — C O7 J O 2 m 10 co R f\ T• Q O ai � Z N r � = M oMo N r r E O o Z a E O U U) M J Q J JOB NO: 20-0561 SCALE : AS NOTED SHEET NO. 3.1 IIIY ......._ , 5'-10.1 1' p"--{--1------------ HEEL ----- 12 5� ti N T.O.M. — — — — — — — — — — — — — — — — — — — — — — — — — — 2'-0" HDR HGT. — —----------------------------- —-------- fi 8' TEXTURED o CEMENTICIOUS 60 co FINISH ON C.M.U. C0 (TYP.) 12 �5 — _ T.O.M. -' HDR HGT. — _ — _ — EXTENDED OVERHANG TO BE CENTERED ON DOOR TEXTURED G CEMENTICIOUS 00 FINISH ON C.M.U. -1 00 (TYP.) CD 25 SH 25 SH 5068 SGD _ _ _ _ F.FL. , REAR ELEVATION - Al SCALE: 1 /4"=V-0" -----------------------------------------0�� � - - -- TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) 35 SH F.FL. ---- —----------------------------- —----------------------------------------------------------------------------------- ------ RIGHT ELEVATION - Al tiI 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/ pordand 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. W N r ��`��, t • .� 4lZ. • 0 5 ti O F E S S \O\������ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering potions of the drawing pages bearing Engineer's signature and seal. F' gE $ R m ` NN G LL LL 00 N M LL U. LL a 0. 00Lo 4 '6MI W . d5,a aW13 d�o Z �0)°' 0X° _Io9 Wr Wmo cN m o cp a o W Z ILo N Q M Z U 0 J Z c) ❑❑❑❑ W 0 9? Z N Z Q J M � N (1) M Z �V) Lu N fy w � cp M w M � LL E o aR z® Oii XV o< wp �U Z Z p N gZ w0 WZ ¢� r0 C'0 C 2 o� '0 ZLL 3 WCLLL�W 8 Z NLL a= CN = iu M O W M N .� .v CD ■� N Z r r 0 r = M 0000 N r E W O (h W Z E ?: c a U J Q J JOB NO: 20-0561 SCALE : AS NOTED SHEET NO. 3.2 U VARIES 1'-10" 12 CAP = T CAP 2" 1" 2" ;NOTE: N FOAM TO BE USED 1" RADIUS ONLY WHEN REQUIRED BYCOMM ^ - 3 1/2" RADIUS 1/2" RADIUS cr, 04 SPECS. IF NOT, 11 I� 11I 1 2 OPENING VARIES 2" ^N N 3/4" RADIUS 1'-5 " � DETAIL TO BE � 1" 111 BUILT W/ STUCCO. 1/2" RADIUS EDGE OF 1" 4" VARIES 1- OPENING = VARIES 1'-4" 4 2j11 2 VARIES M r CV 12" VARIES rl(j 111 111 1,_OII 111 I 1 1/2" RADIUS T 3 " 4" Isla 1 �'- 4 N IN � � 2"4" c+=iLe VARIES 12" ^C7 3211 Jill3211 2 1/2" RADIUS - CO N = ca �� T hN 311 ' 211 2" 1" r' 1" BASE BASE Xt �" 111 T 311 �" 4 4 4 / N 4" ,2" "NOTE: VARIES 8" 2" 3„ FOAM TO BE USED ONLY WHEN io REQUIRED BY COMMUNITY SPECS. IF NOT, 1" OPENING VARIES 2" j �'N 1" 1'-4" 1" DETAIL TO BE 2" 2" BUILT W/ STUCCO. 2 " EDGE OF �, 6 , OPENING ro = O 1-1/2" THICK 1-1/2" THICK 4" ,- 10" (V �N 2a" 10" 6" _ (V Ijh rn e� T a. " = N 211 411 3,1 211 V In CV W W s N / Eli 1-1/2" THICK 3211 2T' _ !c� 21 A 11 -Y -5„ �11 4" _ =IN74' 11-4' 3" "I I M 12° VARIES VARIES 2" N W W41 = 22" LN I • VARIES VARIES 411 811 1P r = I 00 I 6" L 4" = CV N KEYSTONE F11 o OPTIONAL T KEYSTONE F11 00 ► OPTIONAL io ,Q6M io 21 4q" %° R41• 4 311 1. II = �`'� 2' 4" GARAGE DR. OPENING 4" 3' 4 WINDOW OPENING 4" " 4" #2�- NOTE: • INSTALL OVER STONE, TYP. VARIES • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH 14"-12" 2'-1" 1'-4" 2" • FOAM/ EPS MATERIAL IS ACCEPTED 5" T-8" 7" _ N 4" 3'-0" 4" '�� 1 " 10" 1'-4" 101, 0 T iv ZD 00 = a N ZD " C 1 (V _ shy CV ao 4 fM M T sr* 1 " 12 1" N GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM POLYCOAT (HARDCOAT) I / • ACRYLIC SAND FINISH 0 0 N N O To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0) Q C— 8 - N 8 M N N SO it iR LL LL al : (n y M I LL�UWa '.64 WLU 0W.9 0 C ii Q a— - Q O Z Y 19Z c 2�2Et m oa O 0 W LLZ rn �`�Oo� ¢ o A<CPz 0 J Z U U ❑��❑ W CD m Z Z � Q a r— t!I z � .0 N W o o a O w W c E f0 �- U 00 ® = U o _OO> Mild c� co w Cn M o Z J o w o i a �• Q �� U oa Z Z N °do w i a: `0 U NOJ ZNC oa QW o W a a C aLL Nz X o x5 $ v gI 0 3 �N 0 = rn L 19 CD CM .> c O) CN O o v CO 1 W m 0) •T��/ Z N r M T i 0M0 r T CAM o Z Z C E 0 N C a U 0 Q 0 J JOB NO: 20-0561 SCALE : AS NOTED SHEET NO. F1 "N11 ;V:I ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 44" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC. 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped With a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2014 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER WP WEATHERPROOF DUPLEX OUTLET I . GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR K* 220 VOLT OUTLET $ WALL SWITCH $3 THREE-WAY SWITCH 24 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE I—O WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE +PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN tOr EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) R9 PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CO CARBON MONOXIDE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. THERMOSTAT ELECTRIC METER owl ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN 99 (1) PHONE LINE, (1) DATA PORT POWER CO. INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94 200A INDOOR PANEL CENTER 10 #14 copper to lights s outlets NEMA 1 00 #12 copper to 20 amp dos 200 AMP 01 #10-2 copper to WH No #10-3 copper to Dryer METER n r 2/0 or 4/0 SER Alu 200 amp 150 amp Bare Cu Ground CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. VERIFY METER LOCATION WITH BUILDER ELECTRICAL PLAN - ELEV-Al SCALE: %4"=1'-0" 0 N O N r.. N 0 To the best of the Engineer's knowledge, information and belief, the structural plans and speciflcatfons contained within these drawings amply with the 2017 Florida Buikfing Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W E 0 Lo J --r N ^ C U. LL .:"'OtI J it W W •g 0) LL u- LL a. d (n N M W fA a 0' u! Z 13�'% Qa� O 0 ,0 ° C09 W W �m°o Wow m 2E1'O' ja0-83 IL 2 N N N co Z 0 O J a°� Z 1- ❑❑❑❑ W Z a tl N z X .0 ., , Ina w e N _U „ L? U'= _ O M ch i z E o w� S' ? ® p V t� _ o E (aate Xo Eo z oa Qo x Z O � % z $ wz � C c N o ce` i Z W 8� a Z x M, j �o y � 2 $ z .2N :3= rn B 19 � ^L` W .> c CO n/ tt; Q LPL 3s o� 0 CL C m r O o qct O) Z (V LO r = M 0000 N O r r E c, 0 M Z Z E E rn o w c c 0- U J Q p JOB NO: 20-0561 SCALE : AS NOTED SHEET NO. 4 9 V ATTIC VENTILATION CALCULATIONS ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of ventilation of vented IN. of of vented ventilation to be provided . SQIN. of SQ. INo . f Ventilators (See Elev ) required soffit ventilation soffit by upper Ventilation Ventilation needed required needed ventilators Main 19.000000 2.000000 Floor 2276 2185 312 1092 78 546 561.0 285.0 276.0 (Zone 1) "NOTE" GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN - ELEV­A1 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. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1 /300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. *CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. I 11 Iflj����lt/N 0`0\1.110 Q-' E C) ' O ~" - Q ; Z 0. �� C_ YY F `p •: (tit I I I IN����\`` To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. F f 8 O O �p Q�pp oyp N N iR �• O Lo O 04 M J J # 00 LL LL tio Q 3LL�22 0 M N LLa LL LU d Z 0 13 �LL >< - a O) d Y 0 d' W ��CS CP Xmoo a c 'o Z CD .R- N Ci N Q M Z a y U0 J Z v ❑❑❑❑ W c� C z N z z g J fh fi N 13 N �fB z Cl 2 N LU O W � '® U � O ._U 2 8 = ID Q m ch W J _ O o 25o Z• Q�pL E E U H �0 1. WX rc SW Zo E N � Ea wS ado &I �� w (L6 In C U N O m0 i� rr > Z of J m 3 a d f Z W Q i 3 8 Wu �0 z qW aLL N 2 h II� Lf a= �N 0 = N fe I` t0 U N C v Cfl T C 0 0 .F •� Z 04 r r 2 M oMo o r E N M y Z Z C E C)iu a U J Q J JOB NO: 20-0561 SCALE : AS NOTED SHEET NO. 5 c c 7'- M 2'-9" k. 5'-2" H.B. TYP L S3 2'-6" x 2'-6" x 1'-O" W/ (3) #5'S E.W. ■......................... ........ ......... ....................■ — 4 .................... r INDICATES FILLED CELL w/ 3000 I— PROVIDE %2" x 9" N r I PSI CONC. GROUT FROM FT. TO RECESS FOR FRT. DOOR -3 1/2" SLOPE.1 Q %o LO STEPS AS BEAM W/ (1) #5 REBAR VERT ( ABOVE SLAB TYP @ ALL ro TOP OF CONCJ PAVER TO BE 4- BELOW FIN. FLR. REQUIRED I PLACES SHOWN HOOKED FTG. « �_ « « �- « I 1 F- 2'-0' 4'-0 2 0 6-01 10' 5�_ 2 PER FIELD CONDITIONS 10'-0" DOWELS 5" EMBED W/ 25" EXT. CJ ABOVE SLAB "GRADE 40 STEEL" I CJ C r PROVIDE 1 Y2" RECESS I I I --------- ------ HVAC CHASE AHU = c TYP L S3 FOR SGD. REFER TO MASON'S SLOPE FOR "� I WIDTH in BASED ON LOCATION / WH L0 U') I I I I i� i_ I (2) #5 REBAR I �3 1/2" I 32'-,B " _ `� 4'-8$" VERTICALS w/ in I FILLED CELL �— I — — 37'-51" 21'-24" 5,4« 3�_8« I 7._8„ 2._1«..-3 1/2" I SLOPE 4'-0" ; I G OPT. D I.� I . co S3 1�— -----I CJ CJ� "�— —�--- il� 7CJ I.. CJ------------- } } - - - --- - - - - I.. _ _-_-__ - - -'« r I CHASE TO EDGE OF SLAB 2" BEYOND WALL I J ■ —I KITCHEN ISLAN II I I ISLAND 2'-6"x2'-6"x1'-0" LOW WALLS I I o �o 11 } j :}I i I I' S3 D.W.I W/ 3-#5 E.W. — — — — CJ ��-31tTw7DIS� I I I K O G I `' S3 1 I 2'-6" I `4 }11 O S3 I I o b I 23'-11" 2'-10" 4'-14" rn I ` a I 11�" I • I CO • III : ( : a, (2) #5 REBAR S3 J CJ CJ C60 ° K VERTICALS w/ in J 1 S3 FILLED CELL 411 N .. T — — ............. .........................T ..... _:-----_� ■ / O :: • ........ ...... �„ j Cl)IGi ) I I ' ....... j . CJ CJ CJ / M I I I r- 3-1/2" MIN 2500 PSI CONIC I /l SLAB OVER 6 MIL VISQUEEN VAPOR BARRIER I ■ (3000 PSI CONC. SLAB FOR I ; I i J1 HERNANDO COUNTY ONLY) I ; I — I L---------------- A ----- �......... — -- 1--------�-------- J .................. :..... .:..� . 5-2" -10" L 4' FOUNDATION PLAN MONO - ELEV-Al SCALE: Y4 "=V-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN LF LU Lu A. 7 0 CONTROL JOINT DETAIL SCALE: 3/4" = V-0" 45 CONTINUOUS REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. —Alternate: The reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" I e`er N, OWN C� 4.�SE co • '• Q �O' ' S 0 ",l/0R O F E S S\� ,�`�t<�tttctiEttt�, � To the best of the Engineers knowledge, information and belief, the structural plans and spedfications contained within these drawings comply with the 2017 Florida Building Code - Residental 8th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. s oo 8 •Vl C N LL ri. ('� � r N � OD 01 Q LL LL LL 0- d fd M w y it aw� C 0 W�aCC-4 W mM 15 Earn J a o IL o N W 00 ❑❑❑❑ U z Z Z Q d cri N Z ■ W 0 LU ins Ln w O • Q O W J LA- E io o0OzQ 7U r0 U WO Z O E 2 � aZ �0 o 01 ra NC m0 �0 0 ° oLL Z J �b <W sy 3 $W �O U Z W3 3 aLL O OIW � N 'S g< c°i3 12 CN >� m L es c� .> c CM cc CV O v (0 CD NO Z QLO r = M 0)M aMo N r E z z E E O w? ,o c a U ¢ p -51i JOB NO: 20-0561 SCALE : AS NOTED SHEET NO. 6 UPLIFT CONNECTION CROSS-REFERENCE MARK 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 10 - 8d x 1 1/2" D H3 1 400 320 8 - 8d RT3 345 305 1 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 10dxl-1/2 HTT4 4215 5/8" ANCH. /(18)10d x1-1/2 J HTT5 4350 3740 5/8" ANCH. / (26)10dxl-1/2" HTT5 5795 5/8"ANCH. /(26)10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 -- 2 - 5/8" DIA. BOLTS L HD5B * 1 4505 3785 518" ANCH. 314" STUD BOLTS TDX6 5350 -- 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 10140 — 4 - 7/8" DIA. BOLTS N LUS26 1165/1060 ** 1005/915 ** 8 -1 Od x 3" JUS26 1000/1080** -- 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 -16d x 31/2" HUS26 2035/3400 — (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 -16d x 31 /2" HUS28 2950/5090 -- 30d -16d x 3-112" R MTS12 990 860 14 -10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 1 990 860 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 14-1Od x 1-1/2" U MGT 3965 3330 22 -10d x (1) 5/8"ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED wl USP CIA-7000C EPDXY V LGT2 2030 1750 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1550 1550 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS "X" HTS 20 1 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 590 1 555 12-10d x 1 1/2" 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/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (••). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. REFER TO SG2A/ST3 FOR ADDITIONAL EMBED ANCHORS (A) OR 2 PLY :ARRIER a SEE SHEET D-1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV-Al SCALE: %4'=V-0" / �,���19191iltdlPPjOoj GIs ; IF \�o40 OtE S S►`O� tHttttl To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W E p gg Lo O O 2S d LL M M r W tl) i O1 LLe-i22 LL LL a a I» u1 M lL N C wLu he il 0 �m Ou] W 4) mc oo�'O rn� �0 ¢oao Z Z IL 0) rn N1rNiZ � 0j Z < V ❑❑❑❑ W 0 z Z Z � Ln �T zC1(D LL Lu O v) � c E ro � ~ a I _ Q o M w ti o ozQ �aR a00 Z E E I— r6 O E N� Ilp %Z ¢, ITT < wZ � . YU y0 . 0 0. zCO N �j gw Qz O a U W a 3o w LL w w �k � v �Ia � ° 3 N m L .> c M N O m � � r c O o 0) .� Z ^ LO o N O r T cM o Z E Q E rn �' a3 c a U .J Q Q J JOB NO: 20-0561 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 a .0 e vertical I Safe horizontal load — GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 8F8-1B/1T 8F8-0B/1T 8RF6-0B/1T ICY© © 0 0 0 0 8RF14-1 B/1T 8RF14-0B/1T 8F441B/1T8F401B/1T BRF40OB11T 8F321B/1T ic�l go i �IN ulff FORM & GROUT SOLID J O j5 BAR CONT. 8F12-1 B/1 T "V" LINTEL DETAIL SCALE = N.T.S. • • • • 1 1rM • • • • • • • • • • • • 1- 1 ••' 1' F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 8F 16- B/1 T v tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS c-1Tpracastlmtals = 3500 psi. 2. Pc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3W aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. S. Mortar per ASTM C270 type M or S. #5 REBAR MIN. AT (1) REQ'D CLEAR ALTERNATE POWERS STEEL LINTEL ° #5 REBAR AT TOP ° a a C M.U. ° • ° a GROUT MIN. (1) REaD ° Q 1-1/2" CLEAR D D a ° a < C.M.U. A -45 REBAR AT BOTTOM OF w 0 4 o LINTEL CAVITY V U)S LU Z6 ,A O -BOTTOM REINFORCING PROVIDED IN LINTEL oLU ci i o 6 c7 ¢ Z- Ci n D D ¢ _�o' C7 S con 5 REBAR AT BOTTOh ¢ r' <7 �, <° AS INDICATED 7-58"ACTUAL 'NOMINAL WIDTH (VARIES) t~n ui 4 16 GAUGE POWERS STEEL BOXED LINTEL LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturers specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturers specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications O 6-10" LL OF, O 4'-6" LL 4'-6" LL O 6'-15" LL (�) MIN. 17'-4" LL O 6-10" LL LINTEL PLAN - ELEV-Al SCALE: 14"=1'-0" nWN c�- � 'N E�� •.� d _ �•J -1� ►mil i°ROFESSNOt�� ,Ilel �\ ��f!ltlll14111`�\�`` To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N �i C] 0 LL LL C a U) a 4-L aWaLY 0 M2CS IX 0 0 LW .ea�m tad �0 �� Q co Z Of � N O J Q co 0 NaMZZ .=J 2 W ° 0 OC7O❑ cc�� V Z N Cl) g z d N M U) Ln Z a �--+ N O L. _a) V)0 r~ `- U m w g . �I N w Z C7 � E z 0 rc O. O. Z O 2• O = oa VU CL N i �dg w w� n7 � C - C z aid m o 0 rrz Z CA J ab �Z O W [1] C Q U 3' O o LL a U N W .= G J o _ � I0 Vim' zi to.> 3 �N m o� L 1° CM .> c 0) ca J O 0 Z i L0 M O T M T E cc M N y Z E O a ci � ¢ o JOB NO: 20-0561 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 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOWERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 X2 INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & AC1530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC)13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 61TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ed. (2017) AND FLORIDA BUILDING CODE 6th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF OR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A 00 AND FLOOR 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. SID WALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/0 LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM, 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ed. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2• LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2- C-I-P CONCRETE NOT EXPOSED: 1 1 y" GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-1-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION, 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm =1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER : 4.4.1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4.1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL T RAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1 U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131",10d = 0.148",12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv = 285 PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ed. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems includingall risers and spray heads shall nbt be installed ithin V-0" the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilutipn. If reinfe11 occurs before vapor retarder placement, retreatment is regwreeaa 9. FBC-R R318.1.5 - Ccnaete ouerpotyr and mortar along the foundation perimeter must be removed be ore extenor so treatment. treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemical banier.must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 5-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. GARAGE DOORS (V =140 MPH) TYPE: 56 SINGLE 9x7 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY S ONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1Y4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%' DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE 8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. �- Ul Z Q = U 0.lG tJ P� St F IN To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages Daring Engineers signature and seal. 0 V 0 p1 N J LL m N 04 y ik m U. , " N a =LL& - u LL N� a a to vi Q Z 13 13o aj�LL ad�0 -0�o It vcn0) m:) m o o W IL Z J o L ix 0 v�N� Q�O� MZ Na_j � W 0 2^ z 04 z J d N N z U U . � •U w � 0 by ® U ,.. E = o $ _ c 'n Q oCID M W Q CL E O s a o w0 H n7 U 0 ZoE N L a��z �o °d0 .0.. rp � C �� wm0 o� z � J c� a � ryi N a `� w� o U a v_NW W T a� �pp 0 �N 0 = ui m � W ' M J Q � O C W m r*.% %wmoow r noC o O_) Z r 2 CM Moo N IL-0- M ' N r- M o z Z E y c a U � ¢ p 4) JOB NO: 20-0561 SCALE : AS NOTED SHEET NO. S N CORNER OF HOME GARAGE SIDE ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE 0_1 15/32" CDX PLYWOOD OR 7/16" OSB RIDGE LINE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE a 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ +++ ++++++++ + Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/el 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood Panels 2 x _ + 5/8" or 3/4" wood panel 1-1 /8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 1902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking / 1/8" gap --� FILL CELL kn w FE CONT. #5 > STD. 90" HOOK BAR STD. 90" HOOK r BOND BEAM BOND BEAM STEP SCALE: N.T.S. SIMPS( w/(22)10d NAILS TYP. GIRDER TRUSS - CONT. #5 BAR 2X TOP PLATE 5/8'9 #5 CONT. THRU FROM BOLT FOUNDATION TO HIGHEST BOND BEAM 2 X B.U.0 SIMPSON MGT w/(22)10d NAILS TYP. INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. 2" min. 2" max }Small gap „ • �4 max. _V i� 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 � 7 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. Zx4/plywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails required when indicated or 4" max. 2x_: 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 Ye" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher th-- 1 snnu, SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * over squash=20 blocks and Non -stacking walls require additional wall or beam below.* consideration. Check local building code for appropriate details in One 10d box areas=20 of high or---20 sinker lateral load. nail each side 10'-0" at bearing. TANK -LESS W/H H C G O O 0 5'-0" STUB -OUT FOR 1 r_�a � o GAS METER O o `� U = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "*ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY"" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" 16" O.C. 16'-5" 1 SIMPSON HTS20 OR (3 16d TOENAILS 2" X 12" 16" O.C. 19'-3" (1) SIMPSON HTS20 OR 4 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES —� DO NOT cut, notch or drill flanges Boise Joist Blocking 1IRP 3" Il ndl nails at R" n c Q'/ Provide adequate bearing for each lapped joist. odnails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls: -for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or-t7 beam below Load bearing wall must stack over bl=11.1 ocking and wall or beam below.* t� Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration.— tD 6 6„ A 1Y" ROUND HOLE MAY 6„ 6„ DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Yz" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" 8 V-0" 1'-l" 1'-2" 1'-2" 1'-3" 1'-0" 1'-7" 1'A 1" 2'-4" 2'-9" 3'-2" 3'-7" Any 16" joist 12 V-0" 1'-1" 1'-2* V-2" V-3" 1'-9" 2'-4" 2'-11" 3'-7" 4'-2" 4'-9" 5'4" Span (ft) 16 V-0" 1'-1" 1'-2" 1'-2" V-7" 2'•5" 3'-2" 3'-10" 4'-9" 5'-7" 6'-4" T-2" 20 V-0" 1'-1" 1'-2" 1'-2" 2'-0" 3'-0" 4'-0" 4'-10" 5'-11" W-11" 7'-11" 8'-11" 24 V-0" 1'-1 " 1'-2" V-3" 2'-5" 3'-7" 4'-9" 5'-10" 7'-2" 8'4" 9'-6" 10'-9" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate ® BC15000s 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d - BCI 6000s® BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI600 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® -7 " 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) — I Nail with 10-10d nails. - Install tight to top flange. SLEEVE THRU STEM ' Joist hanger SEE PLAN FOR a . • • FOUNDATION INFO ° STEM FOUNDATION \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist r depth I -JOISTS BUCKETS N.T.S. GRADE . v r— REINF. SEE PLAN FINISH GRADE j A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF ' SECOND H10A SIMPSON H10A • • (WHEN w/ (18)10d x 1 1/2" REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4' 0" CENETERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE -L.L— SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4' 0"—\ CENETERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE r—PLUMBING LINE t0 Z A • v • d SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATIONFl— APLUMBING LINE G a' ° a 4' ° °a G .4 q ° ° a e v SEE FND. PLN. SIZE & REINF. / aaf7it,��rf�' • ,`�\,�1,alttttt ,. CPV c) ,gyp- ' F ••� • ••'••... �. .... �srrrlluttt 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 - Residentlal 0th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. F �E 8 �m 14 N 0 CS O n 04N LL LL 040 a co vi M W rn aCL d�ti: WO 'f. 'a co CA 0 W OF 0 �mgo _0911 _ We o � 'O 00 2EO1pj <o 0 Z A W N O O 7 �aMZ 1 ILILW N z ° 0 000❑ W ZN c9 z g LL N E3 Z (y 0 ILL LU 11�N LU OUJ N c V1 � (z m ,U �• x U � • o M M z o z Zo aLL > 0� z• QE O E: V (6 t-- C1 of 8 9 V a�W o a 0 p U z o CN °�$ o wz ¢ � C - ( �o Z >z z Jb �`z rn N Cn 1 $9 W a U ado yLL aZ ow �� = o gl '_ a v 0 12 03 T L of 0 >� M ■ - r_ yT, J O �1 CD L..L 2 C Z N r r*... T r- 2 M o N L.In T­ r M NO o z z r_ E y >u w d U _J Q p JOB NO : 20-0561 SCALE : AS NOTED SHEET NO. SN 1 3 Z d rh N O Z. J O N x M N O 0 J L0 O t Cn i 3 a N N I E E 0 C 0 N LLZ U t% N i U a z N 0 i i 0 L` N N LM 0 6 a. N N N 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF TRUSS BOTTOM 5/8"OR 1/2"HIGH STRENGTH 0 CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) EACH END (WHEN PARALLEL) (U.N.O.) (OR %" GYP. TYPE ROOM GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH 8"x8"x16" NOMINAL BLOCK WITH STUD BELOW TOP PLATE STUD BELOW 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (1) ROW 2x BLOCKING @ MID (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 2x #2 SPF STUDS HGT. FOR WALL HGT. s 8'-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. _ J @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTSJ 16d TOENAILS T & B FOR WALL HGT. > 8'-6". SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR 70/16" PLATE WASHER (TID WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"x12"TITEN HD @ @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 3/8" MORTAR BETWEEN SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD O.C. OR 5/8"x10' WEDGE ANSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) "SIMILAR 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & ,� SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS AT FOUNDATION SIMPSON SP1 w/ 10 10d NAILS ) @ 6" MAX FROM END OF 2 x PLATE 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS T( (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 CHAIRS (TYP.) `' `' 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"xl2" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE STEP, SIZE OF FOUNDATIO REINFORCEMENT AND WILx P.T. BOTTOM PLATE UNDERLAYMENT FOR ROOF WWF OR FIBERMESH ELEV. 0'-0" OIL OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL PITCH > 4:12 ` A.F.F. O.C.) 2„ x 6 W1.4 x W1.4 ATTACHMENTS -6 x 6 W1.4 x W1.4 , ° 2 LAYERS TYPE I OR TYPE II d ° ° • WWF OR FIBERMESH WWF OR FIBERMESH (#15 OR #30) UNDERLAYMENT FOR UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. • . .. D ° q r P Tr ° a a • ° ° ` ° ° " a ELEV. -0'-31/2" z , ' ° as ° o ° ° ° ° ° ° A.F.F. p 31/2"MIN. ° 31/2" MIN. ' ° REQUIREMENTS SEE R905. PRE ENGINEERED WOOD _ ° . ° 2x4 CONT. a LL ° • ° a - » ° ' — — 31/2 (min.)- 4 ° 1l2" min. 4" TRUSS @ 24" O.C. U.N.O. ° ° 4 a CD ° ° ° •,' 12 HURRICANE ANCHOR @ EACH T - - ° I I` ° ° ° a GARAGE DEPTH VARIES 1l " i . - 3 2 (m n 4 "(min.); " _ 31/2 (min.) - 4 �P') VARIES TRUSS (SEE UPLIFT SCHED.) W/ 8" - • - _ METAL PL. UNDER EA. TRUSS ° ° g MOISTURE BARRIER TYPICAL INTERIOR BEARINGU.N.O. (2) #5 CONT. 4" TrF- 1'-4' 8" #5 CONT. 4 -4 8 „ INSU ION LE SHINGLE ROOF WALL W/OUT UPLIFT KGG**�GARAGE SLAB AT STEP rB'� MIN.(2) TYPICAL BEARING WALL STEP SHEARWALLrc,��TYPICAL U.N.O. . BEARING WALL @ STEPrCC 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" JC3 SCALE: 3/4"=1'-0" S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" ��3� ELEV. VARIES FOR ADDITIONAL SLAB - INFORMATION. 5/8" OR 1/2" HIGH ALUMINUM DRIP co��NJOJs�,� STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING e cs �s� GYP. TYPE "X" @ GARAGE \12'N.O. NAILED W/ 8d COMMON NAILS @ 4" O/C W/A HABITABLE ROOM 2x SUB FASCIA 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6"O/C EDGES, AND 12" 0/C FIELD. ABOVE W/DRYWALL EE SOFFIT " 2x STUD � SHEAR WALL REQUIRES 2x BLOCKING @SEAMS. 2x STUDS @ 16 0/C JM \ oos SCREWS 7 O.C. @ SHEET LOAD BEARING OR INSULATION PER FBC AND ENERGY ,�M�NN \,/ cow (1) ROW 2x BLOCKING @ MID HGT. CEILING & 8" O.C. WALLS EXTERIOR WALL 8 C.M.U. " FORM SUBMITTED WITH PERMIT /' ` () ROWS NOTE: FOR WALL HGT. <_ 8'-6". 2 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @THIRD POINTS APPLICATION 2x BLOCKING @ 3rd PTS FOR SEE SECTION C/S3 FOR WALL HGT. > 8'-6". CHART ON FLOOR FILLED SOLID W/GROUT #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION PLAN SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @GARAGE 1x2 P.T. HORIZONTAL G/S3 FOR ANCHOR "J" 5/8"° x 10" "J" BOLT 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. �° CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. NAILER 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" BOLTS BOLT °� 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK (10)10d NAILS 5/8"DIA. EXPANSION BOLT @24 " O.C. STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR (IF NO UP LIFT ON WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR „ MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE W/ 7" EMBEDMENT MIN. SHEAR 3500#, MIN. TENSION 2600# 5 ) *SIMPSON SP1 (6)1/4 x3114 TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR E BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 w/ (10)10d NAILS Ct 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR �t END OF 2" x PLATE WWF OR FIBERMESH r ° ARCHITECTURAL �'P T ASSUMED FINISHED ^ PER MFR INSTRUCTIONS W #3 OR #4 REINFORCING BAR U FINISH 1x2 PT WD FURRING @ 24" O.C. ' ' GRADE ° • z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy=40ksi a • ° p _ _ Z (1) #5 VERT. IN FILL MONO OR STEMWALL _ '- FINISH GRADE °O 2 Cl) >- . [GRADE 60 MIN. Fy= 60ksi] a 25" MIN. LAP [30" MIN. LAP] — — D r q •- 1/2" GYPSUM WALLBOARD CELLS (SEE FOOTING MONO SHOWN D - = w ° U.N.O. FOUNDATION PLAN D FOR CLARITY o oO 6 MIL VAPOR BARRIER n ° °Q e. r LU R 1 7/8 » co -_ - _ _ FOR LOCATIONS) D p D ° D I=) =) =1 1= I= 1=i - z #5 REINFORCING BAR _ r 1x4 P.T. BASE NAILER D I I= I —I I=1 I —I -III- z ' ' #5 LAP SPLICE (2) #5 CONT. - - 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH NOTE: D D g *FOR BEARING WALL I —III —I -I I -III -I I I=� 1 2 I I I=III—III—I 11=1 11=1 11- I=1 � I=I � 1=1 � 1=I � I-) � I- i r • e COMP. SOIL. COMPACTED TO ( 36"MIN. LAP [36" MIN. LAP]Ixx » ON 3 CHAIRS 8» 1 1.�» 8» (TYP ) FILLED CELL TYPICAL W/ UPLIFT ONLY _ _ _ _ _ _ - - - -__ ' 95% MODIFIED PROCTOR ASTM BMW 10" _ _ _ _ _--I I 1=1 I I ( it I I-' MIN. 2500 PSI coNc. SLAB r, AT GARAGE CONTRACTOR MIN PSI MAY VARY PER III=1 I I=I I 1=1 I=III-1 I I=III=III=I 1=III=I I 1=III=i=III=1 -� l I, ;III I I=1 I I=1 I I=1 (=I I=I I=1 =I 1=III=III=1 D1557) 4" 114" #6 REINFORCING BAR #5 STD. 90 HOOK TO CUT BLOCK OR POUR MUNICIPALITY. i iI -III-1 11.=III=„I I i 11= I I I=I _ I I #6 LAP SPLICE TYPICAL INTERIOR BEARING CURB DUE TOSLOPE iI �I CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF WALL W/UPLIFT rG W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: "_ .. 3/4 -1-0 „_ ,. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 -1-0 S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0"SLAB INFORMATION.�,2�3SLAB INFORMATION. � 1 = Z 6x6W1.4xW1.4 SEE PLAN ES 11/2"RECESS FOR A [ 6x6W1.4xW1.4 ° 31/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN WWF OR FIBERMESH S.G.D. (U.N.O.)�7 1 6 MIL VAPOR ► - - z �r min. 4" 10d NAILS TO TRUSS TOP CHORD FOR TRUSS BARRIER _ e = a v GRADE ° AT 24" O.C. MAX. SEE PLAN FOR CONNECTION INFO �T = ° • • - COMP. SOIL. • _ °O - TOP OF BEAM & LAYOUT DESIGN • . (COMPACTED TO 95% ° 1 #5 REBAR w/ OPT. SEE ROOF PLAN _ A A a N � = °: a c) PM MODIFIED PROCTOR _ _ _() - S E IN NCLOSURE (2) HTS20 FOR STRUCTURAL .t _ a " c ASTM D1557) T m - BEAM SIZE & 4 CV � 3" MIN. CLR. (2) #5 REBAR CONT. 1'-4" (1 STORY) Y) 4� CONNECTION INFO �, ° � � � ON 3" CHAIRS TYP. STD. 90 NOOK (SEE 4" 1'-8" (2 STORY) DETAIL) MIN. 2x4 P.T. I i U.N.O. PLATE i 2x4 #2 SYP P.T. FRAMING w/ TYPICAL WALL SECTIONTYPICAL rA THICKENED SLAB EDGE L 7ns o.s.B. » MIN 7/16 O.S.B. SHEATHING Z ATTACHED PER NAILING SEE A/S3/J/S6 » 8 FOR REINF. INFO. SCALE: 3/4" =1'-0" S3 SCALE: 3/4"=V-0" S3 w 0 SCHEDULE > OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL 1/2" GYP. BD. COLUMN LOCATION > P.T. 2x w 6x6 P.T. #2 SYP SLAB INFORMATION. „ HOLD GYP. BD. w 1/2" FROM SLAB W ABU66 SLAB STEP & RECESS S.G.D. rM 0'-0» J CONT. BEAD SEALANT SCALE: 3/4 -1-0 "- , " ��3� OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND . a DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND • • : : INTERIOR 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND PAVERS /DRIVEWAY EXPANSION JOINT .. °' ' a.. 31/2" SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL w/ 1/4"x3" TAPCONS AT 8" CONCRETE SLAB 14' O.H.D. RECESS 13' c O.H.D. RECESS •' GARAGE ATTACHMENTS & 18/D1 O'C' PAD FOOTING PAVERS z •' CONCRETE NAILS W 1 1/2 1/2 GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL ., EXTEND FILL CELLS _ `"' •.." W/ DRYWALL SCREWS 8"O.C. EMBEDMENT @ 12" O.C. @ TO FOUNDATION PAD _ '. " • • " . ` ' .. `''•' STAGGERED, FROM BOTTOM INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. • M ti• .:• ,. PLATE TO CONCRETE ON FLOOR PLAN SIZE VARIES PER PLAN .- .;. �. • a " _ '� _ (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT w! MIN. 2 #5 VERTICALS ( ) oo z GRADE a ° -1 ) " �. :. 4 °Q _ ;. �.� .'. 4" oo TENSION 120#) CONCRETE SLAB c� FILLED SOLID (SEE PLAN FOR - -_ _ _ ° d T N °' SIZE AND REINFORCEMENT) c� = ° °• I= I=11 I=111= I' +.:. •, •;: ' — •� :y• .�,.:: - - '' WW OR FIBERMESH M �= a w ZO w W I—III=1 III—III=1 I I=1 l i ;- . - :' • _� -_ a '° ° BRICK PAVERS or SLAB PER Z O o v =1 I I=1 ! • ° a -_ -_ = Z SEE A/S3 OR J/S6 _ SEE A/S3 OR J/S6 - _ _ M 6 MIL VAPOR T- - - - - 0-0 FIN. FLR. " COMMUNITY SPECS � I �=i = =I I=III=1 I I III=III-= III-III-III=l I I —I I III=III=1 FOOTING FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE BARRIER - I _ I I-' II.;III—III—III=III ..III -III=' BEYOND 1' " (1 STOR ) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) V-4" (1 ST RY) ti .r. • • °; . •: ,II PAD REINFORCEMENT -� �-III-� I-' - 3" MIN. CLEARANCE 1' 8" (2 STOR) V-8" (2 ST RY) 4" 4" ~••y : A. :• • '• SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH • .... •�. CONC. PAD INFO. SEE SCHEDULE GARAGE DOOR SLAB RECESS �.� GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 SCALE: 314'=1'4 SCALE: N.T.S. �S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. N, �o w � CO '• <1' � d C�� J •' uE; S,Oa\ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W E ttpp ��pp Qp Q 0 0 8 N N# w J J V m N h N�� LL LL 0! �L—L LLLLaa rp th W N j Q � mLL a s Y Z °'w° 13 r r-(D Q� as OO W A 0r�� Q 2E0'°'�o0-2 W 7• Ln NMZIL U J a z ° L) 0000 W Z" JM d N 4-J22 _ W < 0Lu c U � _ cQ sW M nor Z � ao aR 30 Q E E U _CLozo a m C)l E �o Z N � wg wZ w� • ro C o o z Z �Z o O o NZ =� S2 0 04 = o� IL • CM .> CA cc J O C m CO C� T— C) 2 T n CO N Ln r 000 r � r E Z t:h CN H o z z r_ O dc a U _j Q p JOB NO: 20-0561 SCALE : AS NOTED SHEET NO. S3 (MONO) J �(Np) SEE ELEV. ISIMPSON SP2 w/ (12)10d NAILS AT EACH STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE IS (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION - CONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EVENLY EXTERIOR FACE OF BLOCK WALL 1 1/2" MAXIMUM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" J TO DRAIN 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 ri SCALE: N.T.S. Sl� SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3)10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3)1Old NAILS PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90^ HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) \—ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. -SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. EXTERIOR WALL CLEAN -OUT K"A WALL SCALE: N.T.S. S4 1 ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE REFER TO WINDOW PRODUCT APPROVAL COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MANUFACTURER. TYPICAL SECTION THRU WINDOWrB MASONRY LAYOUT rD S4 SCALE: N.T.S. SQ 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 1 �I�!i�■,11�!�I�I��I�I��I�� �� . • . • - • oii'�_- �Iltl 1111,E ��IIIII IIlI IIIT� 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. 0 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. (D SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0' IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. G S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2791/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE J \mommmmam &I r 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER _ CONNECTION ASSEMBLY :. GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. 4nk a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. '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" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8xl6 BLOCK DOOR OPENING -� VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET W/MOUNTING ANGLE rop 3 IARAGE IOOR NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1)LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 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 1 ---(2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. DO O,Q SIMPSON HTT4 TYP. Op U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. /8"x10" "J" 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. SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED BOUNDARIES 6" 0/C EDGES & 8" BLOCKING (" O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT LMAIN IN KO BLOCK AT EA. STUD SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 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. BLOCK _tt_ ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF 49 , SPLICE STAGGERED • Mai(! ATTACH ALL -' EXTERIOR STUDS W/ 4)16d TOENAILS TO OP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. SQ F= 2240 LBS �7 SIMPSON C SIMPSON SP4 SP2 TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END w U 2x TOP PLATE 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. SEE A/S3 FOR STAGGERED FROM BOT. REINF. INFO. PLATE TO CONCRETE TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° o ° • HTT4 w/ (18)10d NAILS (3610# SPF) ° o • HTT5 w/ (26)10d NAILS (4670# SPF) ° ° • DTT2Z w/ (8)1/4" x 1 1/2" SDS (1835# SPF) .. ° • HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (2215# SPF) ° ° • HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (3285# SPF) • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (4065# SPF) _ - • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) • HOW 1-SDS2.5 w/ (30)1/4" x 21/2" SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT p • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. ° MIN. 8" EMBEDMENT w/ WASHER & NUT HTT / HDU TENSION TIE N SCALE: NTS c� SIMPSON SP4 �2X TOP PLATE OVERLAPPING ROOF TRUSS ABOVE 2X BLOCKING - `NAILED INTO 10d NAILS @ 6" (2)16d TOE NAILS TRANSOM STAGGERED EA. BLOCKING TRANSOM FRAMING FRAMING 2X P.T. SEE SECTION AA/S1 PLATE AND BB/Sl FOR is 2X8 WALL ABOVE - ADDITIONAL DETAILS SIMPSON ENTRY SP1 • K.O. BLOCK W/(1) SIMPSON SIMPSON,J-BOLTS @ 24" O.C. #5 CONT. & RECESS SP4 SP4 MAX FILLED LINTEL 5/8"X10" J-BOLTS 2X P.T. PLATE @ 2'-0" O.C. ° MASONRY WALL ° 4 2X8 P.T. BOTTOM P TE C 5/8700" "J" BOLT @ 24" O.C. MAX. SIMPSON SIMPSON (MIN. (2) PER BOTTOM PLATE) SP4 SP2 T SIMPSON C FFSP4 10d NAILS @ 4" STAGGERED A 10d NAILS @ 6" O.C. STAGGERED NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON /" SIMPSON SP4 SP4 y ------ TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" — PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6)10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12)10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM 4 d 2X8 P.T. BOTTOM PLATE D 5/8"x10" 7' BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR � SCALE: N.T.S. rt, iz Fj cal+ W r < �p �\Q z CO O� \ �e,ROFEWO\ `\ Nl1111111111 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H 18 Qp psp� N iR 4 W X 0 N� IQ-- So W ��� LLLLaa NNC,I W ,nor ��ti as p > •= Y � moo gECnrn a Z N�Cn Z U� J LL Z U ❑❑❑❑ W z N f7 z� v J 2d N U) Ln Z `� o C5 0) tl w •v M a LU N C�,_ to =:) U ih L.0 & ®_ 0 c W -0 C w M M o J L.L. �E g� -0zQ a X U O U Z O N L a0 o Q K wz .91 a D m0 p ZLLr zW NO <� YZ Z n N W tZ U OxU o � o a nw C �LL Jw `� &5 >$ o po¢ n 0 `N = x rn L > M _j E N O � s v (D c O o qq. O r -0 "- Z 1 I M N LO r 0000 E N "' z z O E Y a U 'D p JOB NO: 20-0561 SCALE : AS NOTED SHEET NO. S4 SEE STRUCTURAL NOTES AND TOENAIL W/ (2)16d NAILS BACKNAIL W/ (2)16d NAILS NAILING SCHEDULE FOR 2"x4" OUTLOOKERZ SEE STRUCTURAL NOTES AND SHEATHING DETAIL @ 24" O.C. NAILING SCHEDULE FOR TOP CHORD SHEATHING DETAIL BLOCKING FOR • FIRST FOUR SIMPSON H1 OA w/ (18) BACKNAIL w/ (2)16d NAILS 10d x 1 12" AT EA. 2"x4" SEE STRUCTURAL NOTES — OUTLOOKER 1 OUTLOOKER AND NAILING SCHEDULE @ 24" O.C. FOR SHEATHING DETAIL ROWS OF 45° t 24" MAX. TOP CORD BLOCKING 45°t 2X4 CONT'L" BRACE TRUSSES @ SIMPSON H10A w/ 08) FOR FIRST FOUR FASTENED W/ (2)1Od 3" EDGES OF 2x4 CRO BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" O/C. CMID HEIGHT SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO „ 48 O.C. EACH JOINT W/ (3) l Od AT LEAST 90% OF WEB ,- „ @ 8 0 0/C. EXTEND AT LEAST 90% OF MAX. & (2)10d TOE NAILS @ LENGTH (SEE TABLE) 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EA. END @ 48" O.C. APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d • SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROM LEDGER TO 7/16" OSB SHEATHING & (2)10d TOE NAILS @ BLOCKING — -� ATTACHED W/ 10d EA. END NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1 OdX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2"CDX PLYWOOD OR 7/16" THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS OSB SHEATHING ATTACHED Od NAILS 6" O.C. ra INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ GE1 EDGES AND 12" O.C. FIELD 2x4'T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE @ 48" O.C. MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)10dxl 1/2" NAILS AT 6-0" INSTALLED PER MANUF. PLATE SPLICES W/ 3/167x2" PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 1 Odx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)1 Od NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" '� EMBEDMENT IN KO BLOCK GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) 1Od NAILS & (4)1/4"x21/4" SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE SIMPSON HGAM11 W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (I 1/4"X2 3/4" TITEN TO CMU 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 ZD go °° SHEATHING DETAIL INFORMATION 1 1 1/ 2"x4" CROSS BRACE WOOD TRUSSES ;° APPROX. 8" FROM RIDGE FASTENED AT 2X4 RAT RUN BRACING 1 1 2" EACH JOINT W/ (2) AT 24" O.C. ON TOP OF 1 1 2" 10d & (2)10d TOE BOTT. CHORD FOR 4 NAILS @ EA. END TRUSS SPANS 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" O/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 = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & O/C w/ (2)16d TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) CTURAL FINISH " " SIMPSON H10A w/ (18) SIMPSON SP4 w/ (6)1 Od x 10d x 1 12" AT EA.7 1 12" AT EA STUD (USE BACKNAIL w/ (2)16d NAILS OUTLOOKER SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) SEE STRUCTURAL NOTES - AND NAILING SCHEDULE FOR SHEATHING DETAIL 2x4 OUTLOOKER @ 24" O.C. (OPTIONAL - SEE TOP CORD BLOCKING FOR FIRST FOUR ROWS 4„ MAX ELEVATIONS) OF TRUSSES @ EDGES OF SHEATHING TYPICAL DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 816 APPROX. 8" FROM • FROM RIDGE FASTENED AT D RIDGE FASTENED AT EACH JOINT W/ (2)10d & (2)10d EACH JOINT TOE NAILS @ EA. END 10d & (2)10d TOE 2x FRAME WALL (SEE WALL NAILS @ EA. END SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 112" 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 2x BLOCKING END TYP. TOP & BOTTOM ATTACHED W/ (2)16d TOENAILS 2x4 PANEL BLOCKING @ 48" O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM 2 4'T' ON TOP OF PANEL SIMPSON H10A w/ (18) 10d x 1 12" AT EA. OUTLOOKER (2)16d NAILS r-2x4 OUTLOOKER @ 24" O/C 77TOP 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/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1063" @ 4" O/C EA. END TYP. TOP & BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"xl 1/2" -__ BOTTOM ATTACHED w/ (2) 1 Odx3" @ 4" O/C SDS SCREWS TO TRUSS & (4)1/4"x3" SIMPSON SP2 w/ 12 16d TOENAILS SDS SCREWS TO PLATES AT 36 O.C. ( )10d 2x4 LEDGER (MATCH BOTTOM DBL. TOP PLATE NAILS AT EACH STUD CHORD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 SIMPSON H10A w/ (18) 10d 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 EE PLAN FOR ARCHITE 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 2x4'7' ON TOP OF PANELS ` OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ 1 Odx3" @ 4" O/C (2)12d TOENAILS EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARING LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) - SECTION g SEE TYP. WALL SECTION FOR SCALE: 3/4" =1'4' S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. 2"x4" OUTLOOKER @ 24" O.C. W/ (2)10d PER JOINT IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) 1 Odx3" O/C @ TOENAIL 6" O/C RUNN W/ (2)16d TYPICAL (2)16d PER NAILS JOINT L CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 12 6.9 MAX. ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. 1 GABLE TRUSS "L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) f all II a` `II JI- \ s II4 1.Ila II II. `CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S PRE-ENGINEERED WOOD TRUSSES SCALE: N.T.S. S5 S5 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) \-BRACING w/ (3)1 Od 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 LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 010" - 3'-0" 3'-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4)1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3"SDS SCREWS TO PLATES (TYP.) /—GABLE TRUSS —STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. OTC a C�- Y CORNERJACK a W z 0 HIP FRAMING REFERENCE PLAN E S5 2x4 BLOCKING-N. LOCKING 2x4'T' BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. (�S5 2x4 "r BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB -� SINGLE "L" BRACING DETAIL s SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE 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 r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. !!v1vn1 NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL 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)1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION 01%J111111N//J/ ...-•••. ; Q-'•\AS E ''•�.� 91 Q �O •. R O F E S S; Off\ \\ '/, �/ ' 1/ 111111111110�,� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature end seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. � `° N M 0 tp aPrnS Q r-� 0. d Y (0rnZ -0 0 zw P 3 W. m W o c 2Er' Jo�O = IL q<MZ J N a z 06 ❑00O W z o Z o v J f7 d N V) z C5 O4-J U N `- O w t= �V) V'1 c CID ~ �° �0 a 140 O W Z M J LL 0 H a g a E a £o w¢ O~ ap V01oz¢E Z oamZf—$ C C J NO o�0 Z' J i a 8 i § �8 W 3 3 .W yLL o 0C $ V 0 cN = ui � W c M 0) .; ca J O Q m C -0 T �-e O o Q) v •� C' Z 4 r M o Mo N r ci NO r M 0 Z Z E O Iv EL .. U _ Q a JOB NO: 20-0561 SCALE : AS NOTED SHEET NO. S5 %il 1x4 DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER ix4 1/2" DRYWALL UNACCEPTABLE INSTALLTION F1/2" DOORJAMB (REFER TO PRODUCT P.T. TO PRODUCT TO PRODUCT APPROVAL FOR CONN. MAX 8„ PROPER INSTALLATION ♦ DO NOT DO THIS ' 2"x BOT. PLATE W/ (2)1Od @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR CONN. ix4 1 X 4 #5 REBAR ♦ (TYP,) ' 3/4' PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 1 P.T. 3-1/4" LONG X 3/16"0 FURRING 3/16" 0 X 3" LONG FURRING ^ ^ TAPCONS (2) ROWS 3/16 x 3-1/2 FURRING #5 REBAR (TYp) AND NAILED W/ 8d COMMON @ „ 6 O.C. EDGES AND 12" O.C. FIELD 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4" 2X8 ♦ ' BLOCK@ SPACING 111 DETAIL 1x8 P.T. FROM EACH END w/ MIN. O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH 1X8 41 PER MANUFACTURE THROUGH 1-1 /211 DETAIL 1x8 w/ (2) ROWS 8d NALS 3" DETAI L 1.MASONRY STD. 90 ` D. 90° HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12 0 C FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB 3116" x 3 -1/2" TAPCON @ 16" DOOR JAMB (REFER 1x4 P.T. TO PRODUCT :7 METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL NOTE: DOOR JAMB (REFER EACH END WI MIN TO PRODUCT EDGE DIST. TO PRODUCT APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16-- ' ` LAP SHEATHING TO BOTTOM OF BAND x 3-1/2" TAPCON @ 16" 1x4 JOIST TYPICAL APPROVAL FOR CO�42" � (2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH FURRING — TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ +2^ NOTC FIRST COURSE @ SIMPSON HGAMIOKTA 12" O.C. @ P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 ' I ♦ w/ (4)1/4xl 1/2" SDS SCREWS INTO BAND JOIST & (4)1/4"x2 3/4" 2x DETAIL 21/4" DETAIL STAGGERED @12"o.c. 3.1/4" DETAIL ±5" NOTCH WEB AT THE FIRST 2 COURSES ' TITEN INTO K.O. BLOCK LFILLED BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A =1610 # FOR 2 STRAPS FILL 1st 4 COURSES EMBEDMENT INTO BILK.) 1/4" MAX 2'-0" 8" �. SOLID W/GROUT A 1 PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. &BUCK SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS " 1/2" DRYWALL * SCREWS & (5)1/4" x 21/4"TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7)1/4"x21/4" TITEN = 2150 #) 2 x 8 45" DIAGONAL (4)10d NAILS INTO LEAVE A CUTOUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION 7116" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 M" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. cowracr ENGINEER I RECORD FOR FURTHER INSTRUCTIONS. • ,•' •: SCRIBE (NOTCH) FACE OF ARCH W/ (3)10d NAILS . �' •:.. BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL .• OVERRAN ', CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. .. INSTALL WDW. SCREW ANCHO\_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN A. RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4" TO 1 112" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED) W/ (3) #6 X 4%' WOOD * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3!4" - NO REPAIR REO'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL 2 1 () Od NAILS @ 8" O.C. ARCH DETAIL 4' MAX. RAD. USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ XO� FR TO TRUSS TOP CHORD yAH .J MIN. 4" EMBEDMENT AT 16" O.C. tF �GTy ,I,-O„ 5,-O„ SCALE: N.T.S. SS 12 + + PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS ° WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B_B ROOF SHEATHING ATTACHED + REQUIRED >• e , '•� '� EMBEDMENT INTO ) PER NAILING SCHEDULE ALL TO SUPPORT • ° /4" MAX ^ " 2 -0 8 TRUSS + SOFFIT ° p #5 BAR ti BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON %+ +� °' p • 6 • . CENTERED W/ g H BLKG. &BUCK 2X6 TO 2X4 (10) ° • ° —IN TOP N 1 X 4 FURRING 8d NAILS EACH TRUSSYP a KNOCKOUT / 1► CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END 2 x 8 DIAG. BRACE B PROVIDE (2) MIN. PROVIDE 2x CONT. W/ (3) CONNECTOR ' d• MONO FOOTING •, �. , . , • SIZE AND REINF. PER PLAN VERT.PROVIDE VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE BUCK - (1) WITHIN 4" 12d NAILS SEE LINTEL AND SECTION DETAILS -I BRACE EXCEEDS 24 JACK TRUSS PROVIDED BY—/ SCHED. LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 -� • 2 x 8 VERT. BRACES INSIDE TO ALLOW FOR INSULATION () ARCH #2 SYP @ 24" O.C. ENTER SO IT CLEAN FILL .> •. DIRT ? Z TO BE INSTALLED BUILT UP PLWD. BUCK - 4'-0" MAXEE PLAN PRECAST LINTEL •:. ° STANDARD 4 SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION a iv 90' HOOK #5 BAR IN � ' TO FIT ARCH CONNECT W/ START OF ARC IF TRUSSES USED) W/ (2) #6 X 4%' WOOD FOR OVER HANG FILLED CELL - - - - `- `• - ` - 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4' MAX. RAD. SCREWS @ 16 O.C. MAX. OR IF MASONRY (MAX. 4'-0") I BTWN. OSB ARCH FACES W/ (4)1 Od NAILS EQUAL EQUAL WALL USE (2)1/4" X 31/2" TAPCONS AT 16" ,, '� INSTALL WDW, SCREW THRU OSB INTO 2 x 8K O.C. • f • ,• , ' f '• , , • , ' ' , ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL K SECTION @ENTRY L SECTION @ ROOF EXTENSION M STEMWALL FOOTING SIZE AND �— REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" =1'-0" SS SCALE: 3/4" =1'-0" SS SECTION DETAILS SCALE: 3/4" = 1'-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"4" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. PLACE ( EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS 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)1 Od x 1 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION 1/2" NAILS TO STUDS & (1) - E INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS PER ANCHOR 9 a. PANEL ) g (1) #5 BARS CONT. OCCURS TOP WITH MIN. 3" 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" a #5x6' EMBEDDED INTO EXISTING BOND BEAM Z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 61-0^ EPDXY MIN. 6" EMBEDMENT & ` 0 SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER F'F' , 3" MIN. EDGE DISTANCE FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP \ ` v NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL o v a A REINFORCING AS FOLLOWS: a 1 * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT ..� ° P g * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ > ° U Z #5x6' EMBEDDED INTO - EXISTING FOOTING (2) #5x6 IN CONC. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL co En FILLED CELL SMOOTH. DO NO FURROW. DRILL 3/4 x5 MIN. HOLE I REINFORCING F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL - DO NOT GRADE >. •' > SET BAR IN EPDXY:' FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP p G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: " REMAIN FREE OF MORTAR. z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. n \ TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT a � ° �.a 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ' (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE 16" MIN. COVER EA. WAY WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3l4"-1=0„ - SCALE: 3/4„= -1-0 „ FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. g�;itttlil// FzO W N SE A R O F E S S; Off` \ 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. FA 18 N m a! ci O Q) J LL M 04 yC # aND W 47M y J W N M ' N Z W j �ii as o _ ¢�°' w W W _" LW moc��O 'E°'O' C2D a a z N coZL U J ° OHO❑ z C14" Z J C� d N N � Z � c •U w � a 0 W � � o U m _ VI see _j M y� W Z 3 a LJL ��oso s z® _E � �Z DU �! z N I— $p o wZ W'0' m� fo c =g z�g& U =k W �- o X yI 0) T `° M � N O [ s v CO 0 qt .V Z NLo r r = M 0000 N co .- r Z E O M N c Z M E42) E o m a. 0 _ a o JOB NO: 20-0561 SCALE : AS NOTED SHEET NO. SS CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS 1 TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-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 PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX & EACH END ALTERNATE ^ CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. —� ----LWOOD TRUSS 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 :33 ROOF PLAN 1 SHEATHING 4 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 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 @ 2'-0"0.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC.MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING r3 SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT VARIES 2X4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d TOENAILS TO TOP PLATE & (2) 12d END — NAILS TO TRUSS BOTTOM CHORD MIN. (2) 2x4 SPF TOP PLATE - ROOF SHEATHING ATTACHED PER NAILING SCHEDULE COMMON TRUSSES. SEE TRUSS PLAN FOR CONNECTION INFORMATION. OILVARIES SEE PLAN FOR WALL LOCATION MIN. 2X4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO SEE PLAN FOR PLATE BELOW TOP OF WALL ; 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. ° r; SECTION @ ENTRY s SCALE:NTS SIMPSON LSTA18 w/ (12)10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZI & ADDITIONAL INFI HIP G.T (2) 2x8 #2 SYP wd O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"X2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY 2 MASONRY WALL 4 SCALE:NTS SIMPSON HUC410 w/ (14) SEE PLAN FOR CANT. 16d INTO HEADER & (6) 10d INTO BEAM - SEE ROOF PLAN FOR MORE INFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION AINICATED ON B. SCDHEDULE/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"=1'-0" A A SEE PLAN FOR SEE PLAN FOR SIMPSON CANTILEVER IF MTS18 w/ (14) INDICATED 10d NAILS TYP. U.N.O. CORNER ' ° SEE FOUNDATION 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 r22 SCALE: NTS SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. GABLE 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 COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE SCALE: NTS EXTERIOR ATTACHED SCHEDULE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ ENTRY FRONT WALL SCALE:NTS 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3)16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED W/ (3)10d PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. SIMPSON LUS26 w/ (8) 10d NAILS • OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8)16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 41/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF s SCALE:NTS LOW ROOFMALL SHEATHING ATTACHED PER NAILING SCHEDULE 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ 00) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/---/ Z- (2) 2x6 BLOCKING UNDER FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE:NTS DETAILS &SECTIONS W • <c.� 6 •mot R O F E S g11O� \\\\ /tlllilllSl To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W it g r O J J MNt. C m LL LL di J LL J d ti � LL N LL h VJ M uJ d s'ii Ia 0O > Z 13 .0 d' le ��°' 0 W 4 W,moo 2Ern Jo o Z o M ¢ O N Q Z z ° ooa❑ W Z C4 M z g Q M d N W N _ M z C1 � W OU,W Ul V.V) c � ro SO � o U_ 00 � 8 _ UAL N � z • r• Q c Q In Y CA w �� M � E p �° Z 2� Z® O 0E� 00 7& o Q oZW UZm i�z d z N C - J U o O ° O� Z Q W W r� Q 3 a 8� o z o �W vLL J� co yw oo 3 �N 0 = a > d' a� e L m M .> c co N CL o -0 CO r*-- 1"' O = p '— Z i L!') T ui i M 1) 00 C m 4� O M N c Z Z E �' :3 c a U Q 0 °i JOB NO: 20-0561 SCALE : AS NOTED SHEET NO. D 1 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 y 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 f ' in each detail that corresponds to the numbered items in the list o Instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary WEATHER JE BARRIER & tARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOK UNDER DECKING ED FLASHING (SEE DETAIL WP07) 8 2 SELF -ADHERED FLASHING 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8"CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN SLOPE 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"A" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF-ADHERED FLASHING 1 2 SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) .E AM SELF-ADHEF V u SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK V-4" PER PLAN V-0" PER PLAN SHOWER SEAT IVA G SELF -ADHERED FLASHING OUTSIDE CORNER RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING PATCH HERED FLASHING Q w U) m Ip Q Z 2 g � �I a a dUJ PLASTER STOP CO CONTINUOUS BACKER W U ROD & SEALANT 2 LU X H cr w U)° A co OI0,©J WINDOW UNIT FLASHING REQUIREMENTS SLOPE 0.3 in: 12.0 in (0.6 cm: 30.5 cm) R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall include 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 SELF -ADHERED FLASHING resist liquid water that has penetrated behind the exterior covering from further intruding into the exterior wall assembly. An exterior wall covering EXTERIOR is described as a material or assembly of materials applied on the exterior side of exterior walls for the purpose of providing a weather -resistive CEMT. FIN. barrier, insulation, or for aesthetics, including but not limited to, veneers, siding, exterior insulation and finish systems, architectural trim and BUILDING PAPER embellishments such as cornices, soffits, and fascias. WIRE LATH 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. i 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 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. SELF -ADHERED FLASHING Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER Ii that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IFRUBBERIZEDRUBBERIZED ASPHALT NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVETHROUGH SELF-ADHEREDR703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity FLASHING SELF -ADHERED FLASHING or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All 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, SCOREof the exterior wall finish. Approved corrosion resistant flashings shall be installed at the following locations: RELYESIVEASSHOWN)SE PAPER TO 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish 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 3-1/2" INCH FLANGE 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, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMAMDMA 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 DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - BOND BREAK WEATHER RESISTANT BARRIER - - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS kSTER 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 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all 0 0 N N 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W a E O C � O N yMr_ 2 Uk a ,6" 2 ai�LL llJ 47 aas lLvl��g00 c°° ° 19 W rn2E o;Tmo ¢o o L ?a O>._aI N O 6 NQ6 C 0 5 U OF -A z 0 ❑❑❑❑ W J C1 N z C1 lL "V OLu as w �0 Q a; � oCID W co � f QN 1111( Q O E: U OO Zo oa �- 6 O E a�a� X U U a~ 2 VO �Z Z N �Z wz x� C � 0 �m 0 of <W Z in i� J �b �O T 0 W U �0 0 �- CD CD Nz �S �o 0� � zI. 0 3 it e L /0 c� M ca C9 CD I- W Com 11\ Z n Lo r 1 M 00 N r E c N co T N Z M Z E O d c es a E U _ a ui ¢ a c � JOB NO : 20-0561 SCALE : AS NOTED SHEET NO. W P _ �, • __ A3 - FL17244.1 ESR-3455 12131/2020 A23 FL10446.2 -� ESR-2606 12131/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12131/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 _12%31/2020 12/31/2020 12131l2020 12/31/2020 12/31/2020 12/31/2020 12t31/2020 12/31/2020 12/31/2020 IY31/2020 12/31/2020 1231%2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12131/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12131/2020 12/31/2020 12/31/2020 12/31/2020 12131/2020 12/31/2020 12/31%2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12131/2020 12131/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/3112020 12/31/2020 12/31/2020 12/31/2020 12131/22020 1?J31l2020 12/31/2020 12/31/2020 12/31/2020 12131/2020 12/31/2020 12/31/2020 12/3_1 /2020 12/31/2020 12/31/2020 12l31/2020 12/31/2020 12131l2020 12/31/2020 12/31/2020 12/31/2020 12131/2020 12/31/2020 12/31l2020 12/31/2020 12/31/2020 12/31/2020 12/3112020 12/31l2020 12/31/2020 12/31/2020 _ 12/31/2020 1_2/31/2020_ 12/31/2020 12131/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31l2020 12/31l2020 12/31/2020 12131/2020 12/31/2020 12/31/2020 i2PR UTAPPROVAL SPECIFICATION SHEET 2 _. - As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a > U rd�� Q Q � W - Q Cl) � -0 0 .� Q O L L' O 21 C O Q LL CU Q � � > to -- -0 E Q O Cl)O I` N L- � Ca Q U -C (f� Q relles T1lli _ _ HD210 2 - - FL17232.3-- ESR-3445 1?J31I2020 HU210-2 FL10856.4 ESR-2549 HD212-2 FL17232.3 ESR-3445 12/31/2020 HU212-2 FL10856.4 ESR-2549 AJ HD216 FL17232.3 ESR-3445 12/31/2020 HU216 FL10856.5 ESR-2549 HD216-3 FL17232.3 ESR-3445 12/31/2020 HU216-3 FL10856.1 ESR-2549 Cate gory/Subcategory Manufacturer Product Description Approval Numbers Test Pressures Exp. Date Mounting Bwketf4 (10 G,a *) r ■ rr 41(2 x4-1 f�C Z-12 t T' crossBut (May be cut W W) See Amhur SchWule Right �N Iiri�BfJ �� soft � � (Typ.) 0 - # 14�131il Sc*� 1-ia{R i AX I,�N t (it7Ctum Hurficat 5vap �'� �� Washers - FroidCimss Suppi�li`t Self- ki N� (May be cut to ) Left 3raCk$t (16 �U ) 014Self-Drill SaemThruBrack�u r - Bahl Cross Support Irito �I/C.l.1n SMom Side (Typical:3 each Skk for �lte rkane use) a 1 TION INFORMATION INSTALILTS20B .rifaBeakil: i rt>c a om warp lri +rrlk "F 1ium5 '11ift $Imcr HD26 FL17232.2 ESR-3445 12/31l2020 HU26 FL10856.3 ESR-2549 1. EXTERIOR DOORS HD282 FL17232.3 ESR-3445 12/31/2020 HU28-2 FL10856.4 ESR-2549 A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) ( CT) 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 H0412 - _ -_ - ESR 3445 12/31/2020 HU412 FL10856.9 ESR-2549 HD610 - _FL17232.4 � FL17232.4 v _ ESR_-3445 12/31/2020 HU610 FL10856.10 ESR-2549 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.9 +67.01.67.0 psf 12/31/2021 _ HD0410 _ FL17241.7 _- - ESR-3444 12/31/2020 HUCQ410 FL11468.11 SIM200804 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.14 +67.0/-67.0 psf 12/3l/2021 HG FL17699.1 Evaluation Report 12/31/2020 HGA10KT FL11470.4 SIM200803 ThermaTru Classic -Craft and Benchmark FL15225.1 +67.0/-67.0 psf 12131/2021 M0 HGAM10 FL17699.1 Evaluation Report 12/31/2020 HGAM10KT FL11470.4 SIM200803 ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 psf 12/31/2021 HHCP2 FL17236.7 ESR-3448 12/31/2020 HCP2 FL10447.2 ESR-2551 ThermaTru FiberClassic, Smoothstar, ClassicCraft, Rustic FL7640.1 +67.0J$7.0 psf 12131/2021 HTA16 FL17680.4 Evaluation Report 12/31/2020 HETA16 FL11473.5 SIM200802 HTA20-18 FL17680.4 Evaluation Report 12/31/2020 HETA20 FL11473.5 SIM200802 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf 12l3l/2020 H1T16 -- -- FL17324.2 -- - - Evaluation Report _`- 12/31/2020 HTT16 FL11496.1 ES-0130 PGT Series 5570 FL251.10 4/14/2021 HTT45 FL17324.2 Evaluation Report 12/31/2020 HTT22 FL11496.1 ES-0130 HTW16 FL17244.8 -ESR-3455 - 12/31/2020 HTS16 FL10456.22 ESR-2613 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 HTS20 FL10456.23 ESR-2613 Clopay Building Products Residential WindCode Doors W5 (16X7) FL15279.53 +30.0/,30.0 psf 5/21/2028 HTW24 FL17244.8 ESR-3455 12/31/2020 HTS24 FL10456.24 ESR-2613 Clopay Building Products Residential WinclCode Doors W6 (8X7) FL15279.85 +38.0/-42.0 psf 5/21/2028 HTW30 FL17244.8 ESR-3455 12131/2020 HTS30 FL10456.26 ESR-2813 Clopay Building Products Residential WindCode Doors W6 (16X7) FL15279.102 +37.0l-41.0 psf 5J21/2028 HTWM16 FL6223.2 Evaluation Report 12/31/2020 HTSM16 FL11473.11 SIM200802 D. METAL LOUVERED DRS Cunies Division ofAADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 HTWM20 FL6223.2 Evaluation Report 12/31/2020 HTSM20 FL11473.11 SIM200802 HUGT2 FL6223.3 Evaluation Report 12/3l/2020 HGT2 FL10456.18 ESR-2613 2. WINDOWS HUGT3 FL6223.3 Evaluation Report 12/31/2020 HGT3 FL10456.19 ESR-2613 A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.0/-55.0 psf 10/8/2023 HUS210-2 FL17232.6 ESR-3445 12/31/2020 HUS210-2 FL10856-R4 ESR-2549 -- -- -_---- -- HUS212-2________ - - FL17232.B - - -_.--- ESR-3445 12/31i2020 HUS212-2 FL10856.11 ESR-2549 PGT Series 5500 FL239.7 7/30/2020 _ __ - - HUS26 _ FL17232.6 ______ ___ _ ESR-3445 ^- 12/31%2020 HUS26 FL10856.11 ESR-2549 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.0/-50.0 psf 2/16/2024 HUS28 FL17232.6 ESR-3445 12/31/2020 HUS28 FL10856.11 ESR-2549 C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.0/-40.0 psf 4/3/2023 HUS28-2 FL17232.6 ESR-3445 12/31/2020 HUS28-2 FL10856.11 ESR-2549 PGT Series 5520 FL243.9 4/30/2020 JL24 FL17232.7 ESR-3445 12/3l/2020 LU24 FL10655.103 ESR-2549 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2020 JL26 FL17232.7 ESR-3445 12/31/2020 LU26 FL10655.104 ESR-2549 PGT Series 5500 FL261.1 N/A 5/26/2021 JUS210-2 FL17232.11 ESR-3445 12/31/2020 WS210-2 FL10655.107 ESR-2549 E. OTHER JUS24 FL17232.10 ESR-3445 12/31/2020 WS24 FL10655.109 ESR-2549 JUS28 FL17232.11 ESR-33445 12/31/2020 WS26 FL10655.111 ESR-2549 JUS262_ FL17232.11 - _-- ESR-3445 12/3l/2020 WS26-2 FL10655.112 ESR-2549 3. PANEL WALL James Hardie Building Prod. Cempiank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 _ JUS28 FL17232.11 _ _ �- -ESR-3445 12/31/2020 WS28 FL10655.113 ESR-2549 A. SIDING N/A 12/31/2020 JUS46 FL17232.11 ESR-3445 12/31/2020 WS46 FL10655.118 ESR-2549 B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psf 12131/2020 KLEG3 FL17241.15 ESR-3444 12/31/2020 LEGS FL10667.71 ESR-2615 C. OTHER KST260 FL17244.15 ESR-3455 12/3l/2020 MST60 FL10852.7 ESR-2105 LSTA12 FL17244.18 ESR-3455 12/31/2020 LSTA12 FL10852.4 ESR-2105 4. ROOFING PRODUCTS LSTA15 FL17244.18 ESR-3455 12/31/2020 LSTA15 FL10852.4 ESR-2105 A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2022 LSTA18 FL17244.18 ESR-3455 12/31/2020 LSTA18 FL10852.4 ESR-2105 B. UNDERLAYMENTS Tamko 151b Felt Underiayment FL12328.6 N/A 10l18/2021 LSTA24- FL17244.18 ESR-3455 12/31/2020 LSTA24 FL10652.4 ESR-2105 - -- LSTA30 -- --_ FL17244.18 - � ESR-3455 12/31/2020 LSTA30 FL10852.4 ESR-2105 C. ROOFING FASTENERS NOT USED LSTA36 FL1_7244.18_ ESR-3_455_ 12/31/2020 LSTA36 FL10852.5 ESR-2105 D. ROOF VENTILATORS Thompson Arch Metal Comp. f� p Off RidgeVents FL16918.1 - FL16918.4 N/A 9/9/2026 LTS19 _ _ _ FL17219.2 _ _ �- ER-0200 12/31/2020 LTT19 FL11496.3 ER-130 Florida Metal Products, Inc Vent RV10 FL21580.3 N/A 12/3l/2020 FL17219.2 ER-0200 12/31/2020 LTT20B FL11496.3 ER-130 LOmanco, Inc DA-4 Exahust Vent FL17202.1 N/A 7/10J2021 LTT131 FL17219.2 ER-0200 12/31/2020 Lrn31 FL11496.3 ER-130 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/31/2020 S_ CU O O ^V^/11 W CC o Q /1 0_ /� < V Tt V O CD ''^^ 0) CU M L� CID LcU 6 ¢ W z J z a LTW12 FL17244.8 ESR-3455 12/31/2020 LTS12 FL10456.29 ESR-2813 Boral Tile Saxon 900 y FL7849.16 - FL7849.20 WA 12t3l/2020 WGT2 FL17240.2 ESR-3447 12/31/2020 LGT2 FL11470.7 SIM200803 F. METAL ROOF Gulf Coast Supply&Manufacturing, L 0.032"Aluminum GulfLok 16" wide roof panel FL11651.2 R3 N/A 4/12/2024 MP3 FL17244.22 ESR-3455 12/31/2020 LS30 FL10446.15 ESR-2606 MP34 FL17244.23 ESR-3455 12/31/2020 A34 FL10446.3 ESR-2606 ._.__......_.._...._...._._. MP4F -....___._..__...------._.---.__ _ FL17244.24 ._--.--..._.._._....... ESR-3455 --.__-- 12/31/2020 LTP4 FL10446.19 ESR-2606 5. SHUTTERS _...........___..__.._.-_._......__........_._.._._- ............._.-.__-.._ _.._.__..__.._..._.....__.._._. ESR-3455 _ ___..__._.___ 12/3112020 LS50 FL10446.16 ESR-2606 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 WMI416 FL10667.86 ESR-2615 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 WA 12/3l/2020 Florida Department of Business & Professional Regulation Page, of Building Codes and Standards 3M2018 Product Approval Application Detail MSTA12 FL17244.18 ESR-3455 12/31/2020 MSTA12 FL10852.8 ESR-2105 & 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 MSTA36 FL17244.18 ESR-3455 12/31/2020 MSTA36 FL10852.9 ESR-2105 Sss9s Entity or 2di � Date Pending 9ffi! mm Val Manufacturer Engineer & License Validated By submitted FBC Aoorov� Approved- Revision 2017 Gulf Coast Supply & Manufacturing, LLC. Eng David Daniel S. Kuhn Locke Bowden P.E. 10/12/2017 10/102017 10/17/2017 12/12I4017 Approved Category: Roofing (352) 498-0778 PE-75519 (334) 300-1800 Subcategory: Metal Roa6n9 info@gulfcoastsuppfy.com ComplianceriaReteredA:EvecoraRepnrtfroma Florida Registered Architect ore Licensed Florida Professional Engineer ouelBvAssuraruca AgurovWforUse Aoorovedfor Use Implact gp� .. 1 e Product Modal. Number or Name Product Descrlo0on corrr�t Exoir�ion Date Ip outslda HVHz Resistant 1 0.032&gaol; Aluminum 5V Comp Mier 5132& uok 5 Vwood Aluminum Roof Panel oaltz2oza No Yes Nu -108. war 15/328quct; Plywood-108.SPSF 2 0.032&quct; Aluminum Gulf Lok Min 0.032&goal; Aluminum Gulf Lok 18&gook Wide oa1z202a No Yes N/A -NIA] Roof Panel over15l32&qud; Plywood-116.OPSF 3 1&quot 24ga. Gulf Snap 1&quot; Gulf Snap 24 Ga. 17&quot; wide Roof Panel 04N22024 Yes Yes N/A +N/Ah-131.OPS over l5/32&qua; Plywood 1& uot; 24 . VersaLoc 1& not VersaLoc 24 a 16.5 at; Wide Roof Panel 04/122024 Yes Yes NIA +N/A! a q lie v g &qu over15/32&quct;Plywood-138.5PSF 5 1&quct, VersaLoc .032&qua, Aluminum t&qua, VersaLoc min .032&qud, Aluminum over OM722024 Yes Yes N/A wa 75/32&quot; Plywood-101.0PSF 6 1.5&quot; 24ga. Gulf Snap 1.5&qud; Guff Snap 24gs. 16&qud; Wide Rod 04/122024 Yes Yes N/A +NIA! Panel over 15/32&quat; Plywood-116.OPSF 7 1.5&qud; 24ga. VersaLoc 1.5&qud; VersaLoc min 24ga. 16&qud; wide Rod 04/122024 Yes Yes N/A +N/A! Panel over 15/32&quct; Plywood-123.SPSF 8 2&quct; 24ga. MegaLoc Ain 24 Ga. 2&qud; MegaLoc 18&quet; wide Rod 04/122024 No Yes N/A +N/A/ Panel over 15/32&qud; Plywood-106.5PSF 9 24 Ga. Gulf Lok Mn 24 Ga. Gulf Lok I III Wide over 15/32&qud; OM12R024 No Yes N/A +N/AL96.7PSF Plywood 10 24Ga. Gulf Scam oMinva 10WoodPeamover1 ;Wide Rod Panel O4/122024 No Yes N/A +N/AF93.SPSF over 1x4 Wood Purlins over 15l32&sect; Plywood 11 24 Ga. Gulf Scam Min 24 Ga. Gulf Seem, 13/4&quet; Snap Lock, 04/12/2024 No Yes N/A +N/A/ 18n 26 G .5V Root Panel over lover&qud; Plywood - N/At SF 12 28 Ga. 5V Comp Min 28 Ga. SV Crimp Rod Panel over 15/32&quct; 04/t22024 Yes Yes N/A +N/A/ Plywood-156.5PSF 13 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp over 15/32&qud; Plywood 04/122024 No Yes N/A +N/AF131.PSF 14 26 Ga. 5V Crimp Ain 26 Ga. 5V Crimp Rod Panel over 1x4 Wood 04/122024 No Yes N/A +N/A/ Pull over 15/32&qud; Plywood-156.5PSF 15 26 Ga. Gulf Lok Min 26 Ga. Gulf Lok 1 S&qud; Wide Rod Panel over 04/122024 Yes Yes N/A +N/A!--------------_ 15/32&quct;Plywood-161.OPSF 16 26 Ga. Gulf Lok Ain 26 Ga. Gulf Lok 16&qud; Wide Rod Panel over 04/12l1o2a No Yes N/A +N/AI-63.SPSF 15/32&qud: Plywood 17 26 Ga. GuffPBR Min 26 Ga. Gulf PBR Rod Panel over 15I32&qud; 04/122024 No Yes N/A +N/A/ Plywood-154.7PSF MSTC40 FL17244.26 ESR-3455 12/31/2020 MSTC40 FL10852.11 ESR-2105 B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A 12131/2020 ._...-___.__.. FL17244.26_ __._.._....__..___....__.--- ESR-3455 -_ 12/31/2020 MSTC52 FL10852.11 ESR-2105 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 1/1l2023 MTW12 FL17244.8 - ESR-3455 12/31/2020 MTS12 FL10456.33 ESR-2513 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-2613 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A 5/21/2022 MTW18 FL17244.8 ESR-3465 12/31/2020 MTS18 FL10456.35 ESR-2613 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 N/A 5/25/2024 MTW20 FL17244.8 ESR-3455 12/31/2020 MTS20 FL10456.36 ESR-2613 MUGT15 FL17240.5 ESR-3447 12/31/2020 MGT FL11470.9 SIM200803 NFM35X12 FL578.2 Evaluation Report 12/31/2020 MBHA3.56/11.25 FL13904.6 ESR-2616 NFM35X16U FL578.3 Evaluation Report 12/31/2020 MBHA3.56116 FL13904.6 ESR-2616 PAU44 FL17239.13 ESR-3449 12/31/2020 HDU2-SDS2.5 FL10441.4 ESR-2330 --- �- PAU66 --- -. FL17239.13 - -_--._.._... ESR-3449 - . __- 12/31/2020 GLTV3.516 FL10667.8 ESR-2615 The products listed below did not demonstrate duct approval at an review. I understand that at the time of inspection of these ducts, the following pro PP PI (fie pro rig Information must be available to the ins ) ply pro approval, ) ''. inspector on the •obsite; 1 CO Of the product a vat, 2 --` - _ ' -----_-_--_ ._ _._ .-_- : ____. __. __ _ _---_-._. _-_.__. .._ ____....- - . -- -----_.___---__..._._. ._...__...... -' --' -- ----- ' --- - '^ -- -_--- _--- -- -- _ �- r - -- - --- ` APPLICANT SIGNATURE _. DATE PH D2A FL17219.3 --------..--.-- ER-0200 ---- �,.__---._.- 12/31/2000 -._ FGTR FL11473.2 SIM200802 --_------- PHXU3516 FL1724L20 ._ __._.---__ ESR-3444 12/31/2020 CS16 FL10852.1 ESR-2105 RFUS FL6223.5 Evaluation Report 12/31/2020 Hl FL10456.5 ESR-2813 RS150 FL17244.27 ESR-3455 12/31/2020 H10 FL10456.6 ESR-2613 RT15 FL17236.3 - ESR-3448 12/31/2020 H10-2 FL10456.7 ESR-2613 RT16-2 FL17236.2 ESR 3448 12/31/20�20 H10A FL10456.6 ESR-2613 RT16A FL17236.2 ESR-3448 12/31/2020 H3 FL1045B.13 ESR-2613 RT3A FL17236.3 ESR-3448 12/31/2020 H4 FL10456.14 ESR-2613 RT4 FL17236.3 ESR-3448 12/31/2020 H5 FL10456.15 ESR-2513 RT5 ---- -- FL172_36.3 --..- - ES_ R-3448 - ------TESR-3448 ....- _ 12/31l2020 H2.5 FL10456.11 ESR-2613 tZT7 FL77236.3 12/31/2020 H2.5A FL70456.12 ESR-2613 RT7A FL17236.3 ESR-3448 12/31/2020 H8 FL11470.3 SIM200803 RTBA FL17236.3 ESR-3448 12/31/2020 SP1 FL10456.41 ESR-2613 SP722 FL17244.30 ESR-3455 12/31/2020 SP2 FL10456.42 ESR-2613 SPT24 FL17244.31 ESR-3455 12/31/2020 SP4 FL10456.43 ESR-2613 SPT4 FL17244.32 ESR-3455 12/31/2020 SP6 FL10456.44 ESR-2613 SPT6 FL17244.32 ESR-3455 12/31/2020 SP8 FL10456.45 ESR-2613 SPT8 FL17244.32 _._-_._...._...._.__-.-. ESR-3455 12/31/2020 SPH4 FL10456.46 ESR-2613 SPTH4 FL17244.32 ESR-3455 12131/2020 SPH6 FL10456.47 ESR-2613 SPTH6 _ - FL17244.32 -..__.._...__.._...-----..-._._ ESR-3455 ..................___�...-- --.-_....---._...__ 12/31/2020 SPH8 FL10456.48 ESR-2613 SPTH8 - FL17244.32 .__- ESR-3455 . 12/31/2020 U24 FL10655.141 ESR-2549 SUH24 FL17232.13 ESR-3445 12/31/2020 HHUS28-2 FL10655.3 ESR-2549 THD28 FL17232.16 ESR-3445 12/31/2020 HHUS410 FL10655.4 ESR-2549 Florida Department g Business & Professional Regulation Page d2 Building Codes and Standards 78 Product Approval Application Detail THD28 2 FL17232.16 ESR-3445 12/31/2020 HGUS5.25/12 FL11468.11 SIM200804 THD410 FL17232.16 ESR-3445 12/31/2020 HGUS414 FL11468.10 SIM200804 THD412 FL17232.16 ESR-3445 12/31/2020 HDQS-SDS3 FL10441.1 ESR-2330 THD612 FL17232.16 ESR-3445 12/31/2020 MSTAM24 FL11473.19 SIM200802 THDH414 FL17232.17 ESR-3445 12/31l2020 MSTAM36 FL11473.19 SIM200802 FL2033.1 Evaluation Report 12/31/2020 MSTCM40 FL11473.19 SIM200802 ouatsv Assurance Agmowdfor use Approved for Use IIt>r?�,t 1 At" Product Model. Number or Name Product DescrioBon Contract Ermbation Date In HVHZ outside NVHZ Resistant Pressure 18 26 Ga. GulfPBR Ain 26 Ga. Gul Rod Panel over tx4 Wood 04/122024 Yes Yes N/A +N/Al Purlins war 15/32&qud; Plywood-151.7PSF 19 26 Ga. G ffPBR Ain 26 Ga. GuffPBR over 15/32&qud; Plywood 04/122024 Yes Yes N/A +N/A/ -154.l 20 28 Ga. GuI1P8R Min 26 Ga. GuHPBR over tx4 Wood Pudins over OM122024 No Yes NIA +N/A/ 15/32&quct; Plywood-151.7PSF 21 26 Ga. Gulfl Mln 26 Ga. Gul over tx4 Wood Purlins war 04/122024 No Yes N/A +N/A! 15M2&qud; Plywood-164.2PSF 22 26 Ga. Gull Min 26 Ga. Gulfl fb over 15/32&quot; Plywood 04/122024 No Yes N/A +N/A/ -159.2PSF 23 26 Ga. Gull Min 26 Ga. GUHRib over 15/32&qud; Plywood 04/122024 Yes Yes N/A +N/A/ -159.2PSF 24 26 Ga. Gull Min 26 Ga. Gu"Rib over 1x4 Wood Purlins over 04/122024 Yes Yes N/A +N/AI 15/32&qud; Plywood-164.2PSF 25 29 Ga. Gull Ain 29 Ga. GUIll over 1x4 Wood Purlins ever 04/122024 No Yes N/A +N/AI 15/32&qud; Plywood-123.5PSF 26 29 Ga. Guffft Min 29 Ga. GulfRib over 16/32&quct; Plywood 04/122024 No Yes N/A +N/A/ -146.OPSF 27 29 Ga. GutfRib Min 29 Ga. GuffRib over 1x4 Woad Purlins over 04/122024 No Yes N/A +N/A! 7/16&qud; O.S.B. - N/Al F 28 29 Ga. GulfRib Min 29 Ga. GulfRib over 7M 8&quct; O.S.B. OM122024 No Yes WA +N/A/ -116.OPSF _ __UGTS3F - UPHDS _ FL17219.5 - ER-0200 12/31/2020 HHETA20 FL11473.9 SIM200802 - - - LGT3-SDS2.5 FL11470.7 SIM200803 - _ - LGUM26-2 FL11473.12 SIM200802 - - - - - - _ _ _ - - - search Criteria Code Version: 2017 FL M. 11651 Application Type: ALL Product Manufacturer. ALL Category: ALL Subcategory: ALL Application Status: ALL Compliance Method: ALL Quality Assurance Entity Contract Expired: ALL Product Model, Number or Name: ALL Product Deacdptlgn: ALL Approved for use In HVHZ: ALL Approved for use outside HVHZ: ALL Impact Resistant: ALL Design Pressure: ALL Date From: ALL Date To: ALL SHEET PA 1.0 N0. a --a CD N Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 108 17JI21mle Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Peg.3ae 12/172018 FWrida Dgmb. mt of BuMnaw & Pnofaaaiorrl Regulation Budding Cedes and Standards Product Approval Appkedon Datall pap t at lawe Florida Deprtrrrrd of Bualnaaa a Profession! Regulation Milling Codas and Standards Product Approval Application DataA Pep+ a+ 1"16 L C/) (� V 0 � C-O r� � /�1� • � '}`0 U v, ' ; ICU V O O 0 Q C O 1 , d'l�t iL ♦ V O � 4.r `N /91 V+ 0 CU id V J (�) (n .Q ICU ` O ..f IbCL Leto: IstlhlaL gm! Ak D.ma N Pana2d& mg VersionNJlWB6Yrsm !s✓i'✓ Endrmr&urine Ydldated ev aYe� ( � a'" RrAftn 2017 Thonns Tm Conprmilon Rick Nflyld Lyndon F. SMMId, P.E. Rya J. King. P.E. IWISM17 07112,2017 IBMWO17 12M22017 Approved Cmieoory: Eleedor Doom (419) 2961740 PE-43409 (813) 767.6666 SubCi.gory: SWnging Exterior Door Awmobs ndcwewWdg—thilerds. ComPear M.Nd:&AduwtRepahrns cm Fiords Rsyaterid Archaed or a Lkemed Florida Para land Engineer gy gryggs Aearovedfr U.e emrowafrur gysigg Eeea Pradum Yedd. Numbs wName Product D.eedenr ir. In HVHZ Outside HVHZ Au lea Coign 1 a. ThelmsTru FgbeT--Clm* end SmoosrStr Nominmi 6&&19;8 &quetNoMlmpedaquo(; Opaque 12412020 No We No NM Cenyosile Edge FbwgWs Single Door 0 : X ) Nornew eam;oe No ta Qa &am= Amu aw gtM.Emd- gma ion ti! L>i�td Enatrr&LJdre YaNr4ted 6v Vg(W(yg a11Q� FEC A—M eggmgy,g alniL Review 2017 Throe -TN Colo" rl Rick" Lyndon F. SMMMI. P.E. J. lots, P.E. 12/13/1017 1211VMIT 12021,2017 02A31JO78 Approved category: Edrbr Doors (419) 296,1740 PE43409 (OM 767-95M subcategory: Syrgkp Eideft DoorAssembp« ftlonlow4oldoconsishads. ComDemoe Metros: Evsbetlrn Report Rom ■ sort FYrde RNb *d ARiaed w a Lkwwd FWMa Pmhawonswegbw _ DWIty A.autarxe Aeeroredrr Use A-nWdforur xmm gyym Sr! PmdWYodY-NumkKALU a EmdId2uGd" fib 1l141VIC gum N9timml pyrgt 1 a. The mr7ro Faer•CI■sk and Smoo0t81r No Biel 6&099 &quotXondm;o"&Wol; Opaque 121311=1 No Ye No N/A CwV-M Edge FmrgMs Single Dw onomin XXdsnerg; X CarnguraMo) WA l± Sob �r go go �� Ra ml NUNN NwAmkm aMINKLU ! Vd.ai ilk asAamm ao mm BAN Revisits 2017 Thwmo-Tru Crprwa Pock 9MbM NabwiAopsfelbn& Rya J. erg, P.E 12202017 owairm7 121122=7 Approved swe eory: Bawb'Doon (419) 296,740 Mreporww bnemu4 (613) 787-0086 erbCabgay: Sa'kgb19 E1wdorDwAwwrhbe ddare b'dpmwamt. CsagireaabaelbCwmbmwnmwkwuom am B Amorandforlike Awmandbirtin l� RE" 1 tram agimB aR amum min 1 a. aq� and agbkeenoMYrk by am ass so d (o Opsop a aared (oared"Mom Door Wall12A2021 1No sea No NM TRrma-Ttrapdt and w911aut BMeaw, klewkg wet Oubwkg � saw to no 1�� 0o me MLImin mwwbom LOIN MENEKkU� IMAOM m� aehmw a rrA■eel amoom Bona Rerwm 2017 T1ennamm Orpra9rn Reekwirem Nil" Aoa6Aa9ma Rya J. Kbg, P.E 172111020117 091JIMIT 12222017 Approwd Cwpry: 6dorbr Dom p.,., 29b1740 Maeepr«d belbrne rots) 707M666 MOCelegry:ewkgklg ExbrlrpoorAeerMNe ddosdw0rbrnwerda C«npaYroeMsswecalow"MwkorLYig Doan B maY.ailiit aimmiarlin aoouniaLwt ris Soon■ eMa mm■lasYrlra lemur momlkf= meimd llamlnt 6 a &gmarSbt6q tsndouet wd 6pdtawwhrYdr es an by d &D Opaque wet rased Fllrawe Dwwab 12)312021 No Ya No WA Th—Ttraquot Ind wN , u SMeaee, kwAtg and omwrrlg . CorrlpoWl. Edge FaN4gion SVVM Dar euvb . X e 6 r. 7Mrms Tru Fbr-CWdc wed SmooyrSlr Nrr*W BMS;g aglbtt(orrlmpaetaquat OMW 12411r4m No Ya No Cmlpaae Edge F'bxrgbes SOAn Dor 9 I. Teens- Flow-CWsk and SmeaRpar NomkrM W"A &WolM4 Wlpsd&pmt: Owed 1201=0 No Yn No WA Composite Edge Flbwgkm SMgle Dw OnmengOA"; X sardlgwagon) 14 n. ThermrTru F'WrCWeb wd Smoo&•Slr Nw" 8909A&wWNoMmp«u&quol: eked 124120M No Ya No WA Cos as Edge FWrpWs Single Door g I. 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In NVNZ 4dtlddo HVHZ RWmtS 1prossalow 1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 1N312020 No Yes No WA 145-3/4&*.Ix80&qu.t; NON -REINFORCED 2 SERIES 420 ALUMBIUM SGO SERIES 420 ALUMINUM SOD OX XO, XX 12r3lr0= No Yes No WA 96&quotx90&quo; NON -REINFORCED 3 SERIES 420 ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM$Go REINFORCED OXO 12/J12020 No Yes NO WA 145-W4&qu4sx96&qud; ZLEIM ffi Rule slam NW wS RoLemen go mt 1alm to■Its rdow AMdEKAM� Xdilwm iou" alb S6AgNOM agate AMR Rwlllon 2017 Cbpsy daft ROOKU con-w MukW A' Inw—Teeegeionew" is, (bery PROMW 112NIV2017 01I1020/7 ,2A1&M17 Approwed r Is I papa (613) 7)pd0a2 het. (513) 5194ses reaCelrrn sSaYrrel Fxdrler DoorAewnMn MW"Wdmmodom.am eo CwspYeeUNhod CwMbgm mirk or LYFlg son" a& 21OLK wh go lmrdtit Rios 3two INK= mmumemm Qmtm ZmdmwALMM immom 'fwmd/ llNWM MCAMM 7■ hommd AMR Re Iwo 2017 ObPer,&"v Redeem CMMNN ManlybsbsbM blrorink Toot/ eery+, NA, Ong PROMW 11WAV 00111051017 120102017 Apposed CSYery°BdrW Doan ro1>)77060YJ btC. (511j 6,94866 srsaaelraald ryaanDoor Complmesegd:Ceril, k YYkrLY&p lSY4EeL mW amrLam orb Rim �� tiW fiat i%wm mmmum■ raw Yimiam m l JUNUMUN ffisa■mvml amigo a" RevYbn 2017 P(9T kwlon Dan Ruwk MMMW)ab 9000-CER MMMWaOa WW-VAL 1220=7 IlrAM17 12262D17 Approved CaYpay: Eerbr DOose (W1)196010D (7B8)9161e0 0 MbCaleOerf"arfg �� Ce� CagareaMsaerconsolidate Maw r lisp 4 SERIES 420 ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM SGO REINFORCED OX, 12/312020 No Yes No WA 5 SERIES 420 ALUMINUM$Go REINFORCED XO. XX 98&qua;x96&qua: SERIES 420 ALUMINUM SOD REINFORCED XXX 1N3i2020 143&quotx96dquot No Yr No WA 1 ilk 37 037 VIe4)0PNE2Flill; e44k. 94,73,711, 1NO, I 76. 7W. 41112T.4RBF, BRIT, OW. 2Re►, 48, 42. S& 40. RirriArrai : RO SbW Fa&nip. 26ga) SbeleCsr(up to Ow wMy osrJiam 9ra)CDDBM?4: Me Swage Door aMMMA&LNn hanomi 9Ln to waa No Ye om mi amwm No modes m� +30p4F&V PSF ma 53 053W616 PAN-2F169: 84A 94.73.75, 15011, 19L MIST, 4RW. MOST. 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