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HomeMy WebLinkAbout3132 Lytton Hall DrINDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN ALL WORK SHALL COMPLY WITH PREVAILING 2 INTERIOR ELEVATIONS CODES FLORIDA BUILUNNG CODE, 3.1 EXTERIOR ELEVATIONS NATIONAL ELECTRIC CODE, 3.2 EXTERIOR ELEVATIONS AND THE CITY OF ZEPHYRHILLS OWIINANCEs F1 FOAM DETAILS REVIEW DATE 4 ELECTRICAL PLAN CITY PHIYRHI 5 ROOF PLAN PLM EXAMOJER 6 FOUNDATION PLAN MONO 7 ROOF FRAMING PLAN 8 LINTEL PLAN AND DETAILS SN STRUCTURAL NOTES ABBREVIATIONS SN1 DETAILS AB orAB. Anchor BoltFIX or FXD Fixed PVVDR or PwS3 DETAILSd. Powder Room � DETAILS ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Red. Radius ADJ orADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Retum Air Grill S5 DETAILS AFF orA.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed SS RETROFIT DETAILS AHU or A.H.U. Air Handler Unit FR DR French Door RECEPT Receptacle ALTorALT. Altemate FRT Front REF or Ref. Refrigerator D1 SECTIONS & DETAILS BC Base Cabinet FT or Ft. Foot Feet REINF Reinforcing WP WATERPROOFING DETAILS BF Bifold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room PA1.0 PRODUCT APPROVAL NUMBERS BLK or BLK. Block GALV or Galy. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening PA1.1 PRODUCT APPROVAL NUMBERS BM or Brit. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, R/SH or R&S Rod and Shelf PA1.2 PRODUCTAPPROVALNUMBERS BOT or BoL Bottom GT or G.T. Girder Truss SO 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. Circe HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights ❑ 1 7 ❑ 177 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) a � 1=1 rD7 D 171 El 177 � COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SO or Sq. Square ❑ D COL or Col. Column INT or Int. Interior STO Storage COMP or Comm. Community Kor K.S.Sp o or KMlall Knee SW S.W. Shur Wall or Comp. Compressor KSS or K.Knee Space SYP or S.Y.P. Southern Yellow Pine FD 1:7:1117 1 [17::1 FE71 FE11 17 E] CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lev. Lavatory TEMP or Temp. Tempered El 1:71 ❑ 17][110 FE71 EACT or C.T. Ceramic Tile LF or L.F. Linear FL THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP ToNet 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.a. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam UNO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Vann (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vocal DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PED or Pod. Pedestal WA or WA age Anchor EQ Equal PH Phone WC or WIC or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or PkL Pock* (Door) WD or Wd Wood EXP or Exp. Expansion Pl. or P.L. Parallam WDW MDR or MOW 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. Welk -in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (phrrnbig fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proofing) MEAN F 15 FT. HIGH TYPICAL FIN Finished PT or P.T. Pressure Treated WS Water Softener FOR SINGLE STORY HOMES FIN FLR or FF or Fin. Fir. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES DATE VERSION DESCRIPTION -15 1.0 NEW BASE PLAN THIS DRAWING AND DESIGN IS VALID 0 O- 20 FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE 12-8-15 2.0 ADDED VAULT. CLG. CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. 12-28-17 3.0 2017 FBC UPDATES SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. 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 08-27-19 4.1 ENG. REVIEW FOR 150-C M P H 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 09-20-19 4.2 ADD 8'-8" E LEV. FOR TREVESTA 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 12-12-19 4.3 E LEV. B EXTEND ENTRY 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 1941 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. / ` P:!' SSE '••^ DAP ";yo z s- U IC Q •.. F t0 i����'i// AROFEgs1o� ,tad To the best of the Engineers knowledge, infarmmation and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residentlal eth Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Sog0 ..I J 0 N # LL LL J LL a a LL 22 LL c r+ a O ag .Wl Z IL R4— � co a c 01 r4 N C C rn 113 _ N a M Z U� � (j U ❑❑❑❑ W C9 z z z g ft3 V LU w � 0 W _) re N � E so 2 0 p g ~ g$ „ w0 (n C C 3iY rdig ore gire o W J o RN �I 2 Co I..L. ^L W /c � •> 0 CM l— ° m Ccc 4� 0 r` �•��••�� O 04 p 0 �• 0 •v = � N n T LO T-' 0) M N r E Z M E O ; a a O v a: a to C JOB NO: 20-0563 SCALE : AS NOTED SHEET NO. C S a TYP @ 1 STORY PATIO ai O ' OWNER'S SUITE 8'-0" CLG. CARPET N G 00 S3 (3) 2x4 #2 SPF w/ DTT2Z @ BASE I 5'-11s I 4'-0" I F't C7 ' FAMILY RM 2:12 VAULTED CLG. I 9'-4" CLG. io I CARPET r I I I 65'-0" 55'-10" BUILDER TO PROVIDE W.H. APPLIANCE 01� PROTECTION WHEN REQUIRED I: 31 I Monti Ili■I��i■E�■.CARPET A.F.F. lDRYER BEYOND WALL vWIN- :T;��il■r■■�liHANSON pal ■ LIM ��■■� I ' I I I I I I V-10" `"44'-7" I I - I I I � q I CAFE w �___-________. ---� VAULT. CLG. I D.W. I o o cO CARPET r Q J 3L a 18 .3 > U SI Kwl SP U g Li C �i■■■■■■■■■■■■■-■■■■r H.B. 5-SH 16" DEEP -------R&S------ 5068 B.F. BEDROOM 2 8'-0" CLG. CARPET EGRESS O K 33 (3) 2x4 #2 SPF w/ DTT2Z @ BASE - 10'-1 * -HDR AT T-4_ 26680D 5'-4" 14' BEDROOM 3 8'-0" CLG. CARPET 10'4 EGRESS O LL m I II O I o II I O o Iuj cr I I O II I I I � I II NOTE: FINISHED WALLS TO BE FLUSH. VERIFY IN EC:STn FIELD. I xa rn a L66 O 8,-0n I K TYP GARAGE I OPENING I I I I I 1 ;NTRY 8'-0" CLG. 10%* - R&S T T I' M fV -7I Cn • o Nt a���� ' `IA ��BEDROOM 4 u ©m_ L-7 CD A •1 LIJmco UM O CARPET mail Lodi " ff ��■■■� FlUBEE,i AQQ tl.STORY rrSURROUND M 11 T 1 v HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI <e>(2) -1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED " SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18}X25j S.H. 13 20 X 38 J 18 J X 371 S.H. 14 20 X 501 18 J X 50 S.H. 15 20 X 63 18 4 X 621 S.H. 16 20X72 184X71} S.H. 11­12 271/4X26 26X25} S.H. 11 271/4 X 38 } 26 x 371 S.H. 1H4 27 J X 501 26 x 50 S.H. 1H5 27jX63 26X621/2 S.H. 11­16 27JX72 26X711/2 S.H. 22 37 J X 26 36 j X 25 1/2 S.H. 23 37 j X 38 } 36 j X 37 3/4 S.H. 24 37 J X 50 1 36 } X 50 S.H. 25 37 � X 63 36 } X 62 1/2 S.H. 26 37JX72 36}X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 j WIDE S.H. 32 54 X 26 52 j X 25 j S.H. 33 54 X 38 j 52 } X 37 i S.H. 34 54 X 501 52 J X 50 S.H. 35 54 X 63 524 X 62 J S.H. 36 54 X 72 524 X 71 } S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. TIE WALLS TOGETHER BY ROTATING BLOCKS EVERY OTHER COURSE General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished; grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" rA +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 OD +28.3 / -36.4 26.6 / -28.0 F +26.6 / -32.2 LE E SN SHEET (, SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +34.0 / -44.8 WALL LEGEND MASONRY HGT. @ 8'-0" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "A1" (TRA) 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 FRONT ENTRY 20 TOTAL AREA 2372 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED FLOOR PLAN E L E V A 1 EXT FRAME 2 x 6 R-1KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) 1� GARAGE SEPARATION R-11/R-13 KRAFT FACED SCALE: J4 r=l r-Ott (GARAGE / LIVING) 1` \ % Q ; _jo • 0`Q � z i �•. CO O ' AR �s�°`���IN I o FF 7/t/ st�E�%.\\\''• "'r/lrtlo To the best of the Engineers knowledge, information and belief, the structure) plans and specifications contained within these dmMngs 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 0 CO N C,4 LL LL h di cl LLLL as M N N W N 2 W W > � ii C I 2 c:w°' 0p ° OL J.Q mm°c W M E�parn d o o L Z N Q M Z z °� ❑00❑ W 0E3 z N z z g v a N z o +-J U W o a OW UO �N fit �0 M H ZW J ILF E o Q i Q 6 OE §o RV o Q ffoz � so U a 5o 2 t m U a W 3 �z Mill� g� �M � ^L, W Of 0 0) •> O .-. � M C co I- a) = .Q rn J h Lo T r- E z M C,) z' E 0 O c a � JOB NO: 20-0563 SCALE : AS NOTED SHEET NO. 1 KITCHEN ISLAND 4 (V KITCHEN M q N OPT. REF. M d: OWNER'S BATH NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS VARIES, 2" LESS THAN CABINETS BELOW MIRROR DOUBLE SHWR. SHWR. CURTAIN HEAD RODS VARIES / ROD z 24" TOWEL BAR TOWEL BAR IN a W ON WALL ABOVE TUB OR SHWR. TOILET TOWEL BAR a / - ON BATHROOM WALL 2 c _ SHWR. o . 0 MEDICINE CABINET I VALVES = c TOILET 0 PAPER SOAP 00 o DISH U HOLDER r OZ 02 � - -1 -1 U.O I t co p i 04 C M 0 MM m19t r N TUB FIN. FLR. BATHROOMS, SHOWERS AND TUBS KITCHEN 0 M 0 co N � MIRROR �j 0 I1- OWNER'S BATH BATH 2 Q n INTERIOR ELEVATIONS 42" H UPPER CABINETS 36" H UPPER CABINETS 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS SINGLE OVERHANGS THAT ROD EXCEED 12" MAY REQUIRE A SUPPORT O BRACKET 36" H BASE FINISHED CABINETS o COUNTER TOP 30" H BASE c C°' CABINETS c 00 00 u- *—IN in a. 1'-211 0 2x r U 60 FRAMING �bN o C r r 1 /2" GYP N "' N c4 C'? BOARD FIN. FLR. r _ _ FIN. FLR. _ CLOSETS / LAUNDRY SHELVING ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS. SCALE: ,�-,..o. ���ntutrru,� OWN SE � •'• 0 • � F •• 1 0 R o+�o 0 To the best of the Engineers knowledge, Information and belief, the stnlctural plans and specificatbns contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structursl engineering portions of the drawing pages bearing Engineers signature and seal. $erg 1p mrm C C N iR N LL LL ri fyi d LL Z2 LL LL N ch W y = a) LL > C S t, 0 Y Q 0 o W_ � o W. O D 0W. 0)Qa a 7• LL W QQo NMZ U F J z °� ❑❑❑❑ W 0 1< z1 zi:z 1 ;zq Q a to Z � ■ 4 0 W ff V� U Q � M i W QE J O o =a g z0 F- Ro� �o wU ol z 10 = U a ui �o iW z �O '� Q < ° g iz z Law W gE La w mj O $I V, A2M � L W .= O M Oa.. C m CO Or- CND CmN LO r ai O N T r r d coM a Z z o Lu a; a U J Q 0 J JOB NO : 20-0563 SCALE : AS NOTED SHEET NO. 2 2'-W BPI 12 5� HEEL --------------------- —------- 12 o 5 T.O.M. -- —------------ F4------------ HDR HGT. — — TEXTURED o CEMENTICIOUS ' FINISH ON C.M.U. co co (TYP.)Co F.FL. 12 5� SEEMS SIEMENS MEN CV 14'4" RIDGE VENT 12 ::::Z�5 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUR SPECIFICATIONS — 1' 0" --— — — — — — — — — — — — — — — — — — — — — — — — — — — — — --——�I�—=--- FRONT ELEVATION - Al SCALE: 1 /4"=V-0" 15'-0" RIDGE VENT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - LEFT ELEVATION - Al SCALE: 1 /4"=1' 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. HDR HGT. 6" FASCIA (TYP) TEXTURED _ CEMENTICIOUS oQ FINISH ON C.M.U. Zo (TYP.) F.FL. 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 Al 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. t Ze�t��titalre�lof�� SE _J N J Q G3� U aif - vle � f��fnnm»r 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Cade - Residential 8th Edition. Engineer's signature and seat is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. /W = p O CJ �p QQpp �Tp N N ik 7■ O Ci N C % N LL OD '6 �7 Lu rA = z g0)CD� Cs 0Wz° 0 :e cC-4m ETo) 00 n z ILW O-SN o NaMZ J� aQ y CS J W Z N Z Z ¢ (n Nv �Npp] tr . Z "� UI LL ■ f13 W 0 W �e O M � w Q a E G W� a� Y$ ?• ~ 51 W 8Z N f °dz mz rc� m� �C C �8 yz � 8 10 U W d� W LL LL $z a N W o o o ui L /0 •= 0 M t0 W = T Np 0 LO 0 M N r r r E z M CV)c y Z a E p U J Q 0 J JOB NO: 20-0563 SCALE : AS NOTED SHEET NO. 3.1 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS N T.O.M. - — HDR HGT. TEXTURED CEMENTICIOUS FINISH ON C.M.U. (IYP.) T n-M_ c a 12 5� 15'-W RIDGE VENT 5 12 12 �5 EXTENDED OVERHANG TO BE CENTERED ON DOOR 6'-0 3'-1 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS REAR ELEVATION - Al 14'-0" RIDGE VENT SCALE: 1 /4"=V-0" TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP•) 12 �5 — — — — — — — — — — — — — — — — —————————————--——————————————————————————————— —————————— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —-------- 1'-0" TEXTURED CEMENTICIOUS FINISH ON C.M.U. 2'-0" 7.0 gm) F.FL. — --------------------------------------------------------------------------------- RIGHT ELEVATION - Al : 1 /4rr=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. 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. c 4M � IT v r., i '• '•. F 1- O N ••' �"'MillIiIII%\"\\ 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. Engineses signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineefs signature and seal. §9� C_J N en r N �C LL LL tV2 LL J a a. N (h Z W LL y d Y 13 0 0 a z .28CqG m I_ t LL 0) ,,'j�00W_ o a o m o y N R M Z J z ° ❑00❑ W c co Z z � v a in z � (Q .0 cn w Q w F- t'p h— W fl � d= V ~ O ECn O < gO s U z N rC It it W ir z ro ° g 1z W y U W yy�W O WW �5 }I= _ yy 2I< U �M � rn m m 0 ^L W \ 0) •= 0 > 0 m 2 � T" O 04 0) CD CV I 0) M N r r T r E Z (n C,)z O o a. U Q p JOB NO: 20-0563 SCALE : AS NOTED SHEET NO. 3.2 VARIES 1'-10^ 1° CAP = CAP i 2" r 2" *NOTE: _ 1" a N N FOAM TO BE USED 1" RADIUS ONLY WHEN = 1/2" RADIUS* iD REQUIRED BY n = 3 1/2" RADIUS = COMMUNITY IF NOT, " " " 11 ^ N 11_ a � _ 1 2 OPENING VARIES 2 I2 I 3/4" RADIUS 4 "'a DETAIL TO BE ,f2' 1" 1" I- cq BUILT W/ STUCCO. 1/2" RADIUS 1" 1" N 1" 4" VARIES EDGE OF = = 11 (11 �'� .'IN • OPENING VARIES Q 2111 VARIES M ci 13" VARIES- iV `-Kv 111 11_O" 111 r 1 1/2" RADIUS ti 4"" 2" 4" 4 � � r � 2 1/2" RADIUS - r 11 �" _ _ in 4 e c z (p Av c VARIES 1"z" 11"11 N `° j 3^" 211 r' BASE BASE 111� 1 " V-8" 1' 1 " , N • , 411 , N 1' " ti e N o *NOTE: VARIES 8" 2" FOAM TO BE USED �q 311 ONLY WHEN REQUIRED BY r `� COMMUNITY = 1" SPECS. IF NOT, 1" OPENING VARIES 2" �'N 1" V-411 � DETAIL TO BE 211 2" v1 ZDE BUILT W/ STUCCO. 2d" • EDGE OF „ki' � OPENING _ r = 1-1/2" THICK 1-1/2" THICK To the best of the Engineers knowledge, Information and belief, 411 1011 iV = mdrawi structural comppy with the 2ns and �017Florida Buications lding �n these Residential Bth Edition. Engineer's signature and seal is only for the stnaxural engineering portions of the drawing pages bearing c 10" 6" = Engineer's signature and seal. 2T' E u-N���j � U. a 0,NWlL' >cLLaaw 0lS Oo o E rn a0 2"4121W o Ito IL WNQ ZF 0❑❑❑3��pt, ❑ Jo�ilralyL IL v 1-1/2" THICK �Lj" � S1 " a „ 115" 11-1011 �" 4" a N N Jd" 114" 3 1 I I is _ N Z t z ( LL N op " 4-J VARIES VARIES Q c x W Q `� "x 8 VARIES VARIES ._ gip, r • a � �, � r r E 4- 8" o " Q� `_ W 6" 4" KEYSTONE F11 0 00 i� r_________ KEYSTONE F11 N r iv Q� �. OPTIONAL OPTIONAL E o o z e . I `C 8 P ^ _ muo io ; '4o 4 io N /� r N L3- E ~ E a `5 4" GARAGE DR. OPENING 4" )1 3" 4 4" WINDOW OPENING 4" " 5 � mo 12 N m C 3 iiLL ' 0) � r J • INSTALL OVER STONE, TYP. o NOTE: • FIN. TO HAVE TRADITIONAL 8 Z t VARIES • LOOK & SMOOTH FINISH W • FOAM/ EPS MATERIAL IS 1z 1 ACCEPTED ocgi w NOTE: 0 8 • FIN. TO HAVE TRADITIONAL LOOK & 111 1 2'-111 V-4" o M _ SMOOTH FINISH 1a" 1'�" 14 1�" � 211 • FOAM/ EPS MATERIAL IS ACCEPTED ` " 1'-1 " `Y4" T-8" �11 N Le l 4" 3'-0" 4" ^L., W 1 10" 1'-4" 10" r 0 0 a � 1n = N LL C0 T C R o a� N INT'- i LO r 2 M N r o C) , m C7 0 M Z c i� i1> r Z E O w cal c E y, a 0 1" R'0° 1#" JOB NO: 20-0563 1" SCALE : AS NOTED GENERAL NOTES: SHEET NO. • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) F 1 • ACRYLIC SAND FINISH 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. 200A INDOOR PANEL CENTER 01 r14 copper to lights d outlets 1 20D 00 r12 copper to 20 amp des 00 0o AMP MP r10-2 copper to WH i10-3 copper to Dryer METER r or 4ro SER Alu 200 amp 150 amp POWER CO. FEED INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94 Bare Cu Ground CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 44" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance With UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC. 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and 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 shelf 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 PEF DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER OWP WEATHERPROOF DUPLEX OUTLET GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH _$4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE FO WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE +PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT �-� FLUORESCENT LIGHT FIXTURE O EXHAUST FAN -� 1OI EXHAUST FANLIGHT COMBINATION 19 ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CO CARBON MONOXIDE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN QD (1) PHONE LINE, (1) DATA PORT OWNER'S S I ITE y / ROUGH -IN FOR / / OPT. CLG. FAN/ LIGHT PRE -WIRE 1000, ...- �► H r / Y� PA O / CAFE RECEPT. FOR ALARM SYSTEM ■>•ltttttt���ls�;■� EN! I / I I I I ' I I I ` FAMILY RM , 112 G ROUGH -IN FOR OPT. CLG. FAN/ I LIGHT PRE -WIRE U.C. OUTLET I I FOR DW I U.C. OUTLET I I I I GFI GFI C—---------- GF F— —I I / Q I D.W. I L_ _ INIC / DIS PER SPECS MEMO 111 1 `#' 4- DEDICATED RECEPTACLE H.B.WP FOR MICROWAVE RANGE GFI DISC. HOOD PER SPECS I OPT. 4 REF. -t Elm BEDROOM 2 ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PRE -WIRED y / VERIFY METER LOCATION WITH BUILDER IRRIGATION VERIFY LOCATION GFI @ 44" A.F.F. W.H. H. ELECTRICAL PANEL O I I I I 2 CAR GARAGE I I GFI FOR GAR. DOO� GFI I GFI @ 44" l A.F.F. I I I I I ll I I I L------------ GFI @ 44" Ak A.F.F. Nl000l \\ BEDROOM 3 - I 1 V V ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PRE -WIRE U ENTRY I WP j BEDROOM 4 1�ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PRE -WIRE ELECTRICAL PLAN - ELEV-Al SCALE: Y4 "=1'-0" 0 0 N ti N 0 To the best of the Engineer's knowledge, Information and belief, the strut nal plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 0th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. V fill Q 0 YY J l'7 N n � u'J LL S CJ # w 61 7 -J LL LL a a h 2 toN cn W y= z a a0Xo3 -'CO-S4 m2So W Z IL toL a ET a o NaMz U I— J Z U ❑❑❑❑ W 0 R V z z a � WN �� z a cry (3)� �(Lna � E8 �. s� M IL E _� m� w} s- f F as Q p U W- 10 oa U Z gE E_ �( L • n, N C _ c *dS �Y �g " m2 i�o ` >_ Z CIO J �m g�W �U Wa _t I� p O iW Yl Ca �wb2 C_9j � O co ZR rrii U S .0M � of B � W ■= 0 M m Cfl T v O 04 Q� T CV n M N r T T E M co Ire)Z c W E 0 H :3 c c JOB NO: 20-0563 SCALE : AS NOTED SHEET NO. 4 I ATTIC VENTILATION CALCULATIONS - Al (TRA) II I ATTIC VENTILATION REQUIRED I UPPER VENTILATION PROVIDED I ATTIC SPACE Main Floor 2373 (Zone 1) 1/150 Rule 1/300 Rule (No Upper Ventilators (Must Provide Upper Ventilators) Req.) SQ. FT. Total SO. SQ. FT. SQ. IN. of SQ. IN. of of vented IN. of of ventilation to ventilation soffit ventilation vented be provided required needed required soffit by upper needed ventilators 2278 1 325 1 1139 1 81 1 570 Ridge Vent Amt Off -Ridge (Ft.) Amt. General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION Total **G.C. VERIFY ROOF PITCH** Ventilation Provided ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE by Upper 11 CONTRACTORS RESPONSIBILITY TO VERIFY SQ. IN. of SQ. IN. of Ventilators ROOF SLOPE REQUIREMENTS WITH TRUSS Ventilation Ventilation (See Elev) MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH 29.00000 1.000000 THE SPECIFICATIONS FOR THE TYPE OF FIXTURE 0 573.0 TO BE USED. LIGHT FIXTURES SHOWN ARE FOR 435.0 138.0 1 1 LOCATION PURPOSES. "NOTE" GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN - ELEV-Al SCALE: Y4'=1'-0" Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. I Attic Ventilation II Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 11300 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 save or cornice vents. "CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / 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. t .. a NO WN • :: r • 0 4 .r �P� \ e '• F LO 40 '?OF E S,Q� `,1�,�1r� ei T S �f/ff111111111\`�\ To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 8th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W W -m 0 Qp CV f N tJL 1Ji. n at u u- 4c to � 4iPii sap Z13 i 0yrn C'W0 a 0 Arr00 mOG ILac�0 d'MZ N � O J ZLL a z °6 ❑❑❑❑ W 0 z � z K Q a 8 M NZ O �o N OLU Ul 'r o w z M E i W o g� �� 7d S =• QU_ p Oppp � o E XU Wp �U �_ Z E rL y ` °d Wo O w tY m E Z ,^ J f�(7 � O0 a ^ U W a U QS FWj LL `� V W 1, o o� 0z < 4 �� t0 �r ~ iIa U C `M = L " .> O M C ° m CO � ... c o TT n T LO r M N O r T r m ; M C')a L Z ` Z l0 E 0 E U S c C a q p JOB NO: 20-0563 SCALE : AS NOTED SHEET NO. 5 C 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 65'-0" WVVF PLACED IN 1/8" SAWCUT x 1/4 SLAB 55'-10" 8'-6" UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON V-7a' 6'-4 " 6'-0- 6'-0" 6'-0" 6'-0" 6'-0" 5'-2t' 7'-1 " REINF. SEE PLAN. FOUNDATION PLAN TYP @ 1 STORY U.N.O. 3'-0" N A S3 CL H.B. 00 � r---------� --- —, ° -- ° --------�� — -- BUILDER TO �— _ —(2)#5REBAR T 4'-0" 12'-1" W.H. PROVIDE VERTICALS wl in APPLIANCE FILLED CELL 0'-p„ � I ; : ; ; I ; • I PROTECTION WHEN REQUIRED I I ■ . I :: :: I : ' PER FBC I 35--4" 20'4" 3-1/2" MIN 3000 PSI CONC.o I SLAB FOR HERNANDO I ` r I I: K -1 I I ;Nn I COUNTY ONLY 83 J S3 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 MIL VISQUEEN Z-7j4" 4'-9" 4'-10" 1:- • VAPOR BARRIER EDGE OF SLAB 2" ■ I I C ; ; I :GJ ' I ; BEYOND WALL CJ I � 1t1 � F 5'-3" 1'-10" 3'-6" (J r cf) O ' I I . 04 I °' ■ I �� ..... JF_ :...... (2) #5 REBAR ................. O I J ` VERTICALS w/ in — _31/2" 1 i FILLED CELL 21.6"x2'-6"X1'-0" FTG c' W/ (3) #5 E.W. 3'-5• SLR I 7-1" (2) #5 REBAR I I ri Z-6" x Z-6" x 1'-O" a I AHU I I / to I W/ (3) #5'S E.W. TYP 1 STORY U.N.O. A I `14 CC / I S3 S3 / : FILLED CELL I co S3 CJ CJ _ / • , ,` I.,� - - ...... - . ................. _ o W/ (3) #5 E.W. (2) #5 REBAR 1O I INDICATES FILLED CELL w/ 3000 PSI I i / / I PROVIDE %2" x 9" M CONC. GROUT FROM FT. TO BEAM / / RECESS FOR FRT. DOOR SLOPE I —� S3 C? ' in VERTICALS w/ in W/ (1) #5 REBAR VERT ABOVE SLAB / / HVAC CHASE _ TOP OF CONC./ PAVER T BE 4 4'-0" I '_ " 4'-4 4 6 FILLED CELL I TYP ALL PLACES SHOWN / / @ BASED ON 0'-0" BELOW FIN. FLR.: / ■ ■ ■ ■ ■ HOOKED FTG. DOWELS 5" EMBED I / i LOCATION I ........ • • • W/ 25" EXT. ABOVE SLAB "GRADE 40 / i / ; ; ; : :::: .. :::::::: STEEL" /i/ -----,------� �? STEPS AS " PROVIDE 1 � RECESS 'v REQUIRED PER FIELD / .. FOR SGD. REFER TO / / KITCHEN ISLAND MASON'S SLOPE FOR / / .......... / / LOW WALLS OPT. 10 104" CONDITIONS WIDTH / / — — — — — / / CJ — — — — — — — CJ REF. —1- Cd CJ: • ' ' CJ —It j ■ — — — — — — — -- ---r— — -- — — — — — — — r—}- — — — — CHASE TO IS D — — — — — — TYP / / I F I �a 1 I STORY U.N.O. GV D.W. 1 � ---�- L� = S3 u' r rn SINK / DISP ; ; ; ' i 1 I I 31/2" 1 0'-0" I L — 2'-94" 16'-0" V-10" O ■ - �1 t � I _ i . .. ......... . ........ .. ■ ■ ■ ■ ■ ■ ■• ■ ■ ■ ■ ■ ■ ■ ■ TYP @ 1 STORY H.B.I U.N.O. 3 1'-* L 3,-21" L 5'-0" L 5'-0" L 5-- _1n" I 2'-1Off" 1 V-11 6011 FOUNDATION PLAN MONO - ELEV-Al SCALE: Y4'=V-0" CONTROL JOINT DETAIL SCALE: 3/4" = V-0" #5 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" R �t. '4 �e rr� ON N •� — o ' G� Iy� +. • J -3 0' Z: U t ��'�P r `j `s91,-' O F E S SRO"" , !r1 Pi 91 E 0!!!1 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 - Residenlial Bth 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 p Q -mI IL M N N LL N V) LL LL a a y 9 U. d a OY13 = _ �• �Y4 &oo m J 0 C r- Co0 pWj IL .may-- <p i Earn o T o C N p Z Noma Z 06 ❑❑❑❑ W (DCjCO z �Np v/) \{/ ''z^^ C V li f0 •V LLr � 0 P N W � ��d ��� o 4� O w M M LL i z� W z >�>Q Z CL ((Q� a � o2 ;? Z• Z CCU o E OQ �s W V W Wm0O � c U gLL >- Z CA J am $� Sao W 0 k aLL NJ o et Z5 $ 3 �M 0 = d L � _> O CL C m CO T c o O O T n Lo M_ N T" E W c M ' C,)r `�+ c Z c E 0 E U N Qj m c 0- Q p JOB NO: 20-0563 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 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1625 1400 10 -10d x 1 1/2" F HHETA20 2120 10 -10d x 1 1/2" HTTA20 2375 11 -10d x 1 1/2" G H10A 1040 1015 18 -10d x 1 1/2" RT16A 1020 1160 9 -10d x 1 1/2"& 8-10d H HTT4 3610 3105 5/8" ANCH. / 18 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 * 1 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 — 2 - 5/8" DIA. BOLTS L HD5B * 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5350 — 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 10140 -- 4 - 7/8' DIA. BOLTS N LUS26 1165/1060 ** 1005/915 ** 8 -10d x 3" JUS26 1000/1080** -- 8-10d P HUS26 1320/3235 ** 1335/2820 ** 20 -16d x 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 3-1/2" R MTS12 990 860 14 -10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 990 860 14 -10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 990 860 14 -10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR wl 12" EMBED w/ USP CIA-7000C EPDXY V LGT2 1 2030 1750 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1550 1550 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS "X" HTS 20 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 590 555 12-10d x 1 1/2" 1 HHCP2 680 570 (20)10d x 1-1/2" * MINIMUM 3" MEMBER "* REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 10.17-19 LOADS — ROOF = L / 360 FLOOR = L / 480 W/ 318" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (8) 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 INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. REFER TO SG2AIST3 FOR ADDITIONAL EMBED ANCHORS (A) OR 2 PLY ;ARRIER a SEE SHEET D-1 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-Al SCALE: %4'=1'-0" A i ty '_ i A,✓1b h •l �� d 2 �OFESS�O� To the hest of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential Bth Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 'N E QD 0 O cs N iR 0 SO- 01 Ci J LL a a LL N x LLJ u) Ih a W p aj c LL 52 s > .` Y bN0) 0, _a 0 m O c o m m _j C OET;; � 0 W ILZ 2 � o O1 .rR. N Ci QQQ' pQL N Q M 2 Z U I— J �0 ❑��❑ W ` V 0 Z N Z J v ex- N 'z'nn V IL Lu 0 W �V) m � E _ O 8 � M M p W LL 0 o src S° f Z® E E O E COV t ap O z a� ¢� L R3 C pwpo GO 6o mi F O LL z _ C 6o i�Z N ~g -z IIIIIIIII� H � fo °zla d 3 I* d .> 0) O x > CM ^ Q a. C CO OD ... T '� � � C J LO 0) c� 4 N T T E Z co M i 1= E O E' IRD 11 0 J Q 0 J JOB NO: 20-0563 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 rebair 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 1.0 a e vertical load Safe horizontal load GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 8F44 1 B/1 T 8F401 B/1 T 8RF40 013/1T 8F321 B/1T FORM lit GR0111' SOUD st• O � W 'r U O • #5 BAR CONT. 8F12-1 B/1T W" LINTEL DETAIL SCALE - N.T.S. ' YF't Ut51CiIVAI IU" MIN. ATTOP ALTERNATE POWERS F = FILLED WITH GROUT/U=UNFILLED R = RECESSED • LEA1'AR STEEL LINTEL a ° QTY. OF #5 ° REBAR @ BOTTOM ° OF LINTEL CAVITY n ,M,U, #5REBAR ATTOP W ° e ° MIN. (1) REaD ° Q 1-1/2" CLEAR U" 8 F 16- B/ 1 T Q ° ° 4 GROUT D v Q Q tNOMINAL,QUANTITY OF #5 REBAR AT • REBAR AT BOTTOM OF ° = N rq w d ? % - C.M.U. WIDTH O W v. d O0 TOP LINTEL CAVITY y w G U \ ¢ NOMINAL-° TToM o d HEIGHT REINFORCING ,PROVIDED IN a ci > > LL o L�+t � D Q > REBAR AT BOTTC 7-5/8'ACTUAL 8" NOMINAL WIDTH < pp3 �o �. �o ¢ AS INDICATED (VARIES) r~/1 6 MATERIALS `-16 GAUGE POWERS STEEL BOXED LINTEL c'1'"fprecast Eireb _ 3500 psi, 2. Pc prestressed lintels = 6000 cad. 3. grouted per ASTM C476 Pg = 3000 psi vM POWERS STEEL BOXED LINTEL NOTES (ALT.) 4. maximum 301" aggregate and 8' Io 11" skimp. 5. Concrete masonry units (CMU) per ASTM C90 w/ ONLY IF NOTED ON LINTEL PLAN minimum net area compressive suengtlr - 1900 psi. 1. Refer to manufacturer's specifications for Installation. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 2. Contractor to provide proper protection of lintel to prevent rusting. Refer to manufacturers specifications. 7. 270 low relaxation. 3. I lintel is scratched or darnaged refer to Powers Steel for repair. 7132 wire per ASTM A510. 4. Untel depth to matctn precast depth. One #5 Bar required at lop 8. Mortar per ASTM C270 type M or S. see lintel plaNdetails far' n - n steel required. 5. A bonding agent must be applied to the Steel Box Ike9te prior to applying the cemenWiruos costing See contractor specifications LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) O O 4'-6" LL 4'-6" LL O 6-10" LL LINTEL PLAN - ELEV-Al SCALE: Y4'=1'-0" �s;Bil4 g!1►fl/ pp N c:114d •J � 0 U C,o • F 1-%-' . To the best of the Engine's knowledge, irdormation and belief, the structural rural 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 cog-`-9 O MNCVc'�aNpLLLL a3 J W di W :-) L-j LL LL a a VJ M W N M >�" asY Z (CL W ILZ CND �mmoo rn�N°�� N a M Z J Z H ° v ❑❑❑❑ U z � � Q rl r- Pt InCDo ;Z1O ■ .0 w p 0 U1 W r~ E U m w c moo> Q M M w U- c�Op E W o g Oil i 30 Q p Ct Z E fO W� -1D L %0 ZOZ �3 ZpZ�� J � m Z a8' �w p 0 N W T U � J i —17 a� L 1O •� O .-. CM �a.. m C01 C� 04 N 2 0) M N T T— �— E co c' ; z O U cc ` . -j Q p JOB NO: 20-0563 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, ACO-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 241NCH(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 INDMDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 34NCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES 12 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 h 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 IuMM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL ]1MTHIN 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 92 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1.1.1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1. 2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ad. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC)13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. AC1530-13, ASCE 5/7MS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270.12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ad. (2017) AND FLORIDA BUILDING CODE 6th ad. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1 3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A 0 0 0 GS S D FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2.1.1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2.1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEMS 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 SO. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2. 4. 1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ad. (2017), AND CONDUCTED BASED ON A140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "1" =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 L/480TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST4N-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 OL + 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: C4-P CONCRETE FORMED AGAINST EARTH: 3" G4-P CONCRETE EXPOSED TO EXTERIOR: 2■ C-I-P CONCRETE NOT EXPOSED: 1 V GROUT FILLED MASONRY 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14" 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN ft) MODULES OF ELASTICITY DESIGN (E) C4-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C4-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C4-P GROUT 3,000 Psi 3,122 Ksi WORST CASE DESIGN PRESSURE TABLE 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL BUILDING DATA CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WIND SPEED (ULTIMATE) 140 MPH WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR WIND SPEED (ALLOWABLE) 108 MPH ADDITIONAL CRITERIA, 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED WIND EXPOSURE - "C" (FBC-R R301 ) 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. INTERNAL PRESSURE COEFFICIENT= +�- 0.18 ENCLOSED BLDG) 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : BUILDING CATEGORY = II MID -DEPTH OF SLAB. F BERIN. MESH PERK ECEMENT SIGN MIIXFMAY BE USED I.L.O. WWF @ DESIGN WIND PRESSURE: CONTRACTORS DISCRETION. (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) 4.3. CONCRETE MASONRY: # END ZONE IS ONLY WITHIN 6-0" 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. OF ALL EXTERIOR BUILDING CORNERS 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II WINDOWS AND DOORS NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. STEM WALLS. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm =1,500 PSI CONSTRUCTION MINIMUM. GARAGE DOORS (V =140 MPH) 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. "S" DOUBLE 16X7 +25.2 PSF / -28.1 PSF MORTAR SHALL BE ASTM C270 TYPE FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER : 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. 4.4.1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC, TO BE SYP #2 OR BETTER NOTE: 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING EXP 1 OR 7/16" STRUCTURAL 1, IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE 4.4.3. ALL PLYWOODD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. THE ATTENTION OF FLORIDA DESIGN SOLUTIONS INC. PRIOR TO THE COMMENCEMENT OF 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN , SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE CONSTRUCTION. ANSI/TPI 1-2007, SCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK NOTE: 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: FASTENING SHOULD BE TYPE "W" 1/1/4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1y8" SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS HIGH STRENGTH OLTS: ASTM A325 MACHINE BOLTS BGA VANIZEDASTMA307 (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy 2 ITH G90 NAIL DISTANCEFROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. A5 -87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS FOLLOWS: 8d = 0.131",10d = 0.148",12d = 0.148",16d = 0.162". 4.5.4. CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. NOTE: 4.5.7. CONCRETE EMBEDDED'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 ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM 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 AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv = 285 PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3116", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4, 8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ad. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate I 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 reAnspection 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. Ini9ation/sprinkler s tams including all risers and spray heads shall n�t be installed wii in V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 518" 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 sal after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C ncrete onverpo and mortar along the foundation perimeter must be removed be�ore extenor sot treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within T-0" of the structure sidewalk. 11. FBC-R R318.1.6 - An ext9dor vertical chemipal barrier must be installed after constriction is complete, including andscapmg and imgation. 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-17 of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. n 4. N < e eeee■eF Tel, r�ff0FE5S\0 �` �fft!>'i(Ititl;l"'fie 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 6fifi Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. = E Co V O N ak �■ 0 O cm0 �(Np Na C 'q;; - LL LL _j LL�aa y M N 7 >�LL W. Z Como W W rea> Or-fO m r2 Q a a 0 0 E�p z o r a C CA i 0)LLIL A¢ M Z 6 0 J 3A z ° 0 ❑OHO � z Cl) � z d M N � z C9 , ♦� N W y� O LIJ sr o 2 !M a s zap QE E: 8 < X� V W M so O _ OE 0 ro N L a�01 'd go w to Ill O J $b N Z o W d 8 „,LL aLL z a ww 8 0 �M = ui m � W ` 0) ■/ .-. > M m ^^11 W 2 r c O ° O n r I rn M N r r .- E C,)Z Z C E C) E N In a. 0 a o JOB NO: 20-0563 SCALE : AS NOTED SHEET NO. SN CORNER OF HOME GARAGE SIDE J IA ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + +C-0, + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + V-0- + + + V-0- + + + + + + + + +++ + + F+++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 4 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ + + + ++++++++ + 0i 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 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood anels or 2 x _ P 1-1 /8" or two 1 /2" 6000s 1.8/1.7 wood panels 2x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 112" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking k i 1/8" gap i FILL CELL STD. 900 HOOK BOND BEAM w ix a STD. 90° CONT. #5 CONT. #5 I IL! HOOK BAR BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID L BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. ) Small 2"" min. 2" max gap • � 4 max. Q Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails 4" max 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., cinched when possible. Stagger rows from opposite required when indicated or OF THE JOIST ASA REQUIRED LEAVING y" GAP @ TOP sides by 6". - Hangers with side nailing. - Hangers with sides not containing t. WEB STIFFENER DOUBLE JOIST CONNECTION top irdsmo thcof uts. - Birdsmouth cuts. N.T.S. - Under 2nd floor Cr%h imn Wi Inorle N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 pif max along load bearing wall. Load bearing wall must stack 'Nor -stacking walls over squash=20 blocks and 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 bad. nail each side 7_K4__E:SKS__W_/H at bearing. H C G 000 5'-0" STUB -OUT FOR 0 O in GAS METER � ~O • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) -12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) -12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY"* RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS" 2- X 4- @ 16" O.C. T-0- (2)16d TOENAILS 2- X 6- @ 16" O.C. 10'48" (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' i6" O.C. 17-3' 1 SIMPSON HTS20 OR 4 16d TOENAILS 2" X 4- @ 24" O.C. V-10 (2)16d TOENAILS 2- X 6- @ 24" O.C. 8'-6- (2)16d TOENAILS 2- X 8- @ 24" O.C. 111-0- (2)16d TOENAILS 2- X 10- @ 24" O.C. 13'4' (3)16d TOENAILS 2- X 12- @ 24" O.C. 16-C (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 Boise Joist Blocking I Isa 3" (1Odl nails at R" n r Provide adequate bearing for each lapped joist. od nails SECTION @ INT. BRG. WALL 1 N.T.S. "" MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges 6„ Al Y2" ROUND HOLE MAY 6" 6�� DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 12" THE WEB. PROVIDE AT #ROLIND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1V higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls: - for vertical load transfer when load bearing - for lateral support when joists meet over well, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Joist �When joists meet over wall, provide 13/4" minimum bearing for each. kJoisj Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration.— 8 V-0" 1'-1" 1'-2" V-2" V-3" 1'-3" V-7" 1'41" 2'-4" 2-9' T-2" Any 16" joist 12 V-0" V-1" V-2" 1'2" V-3" 1'-9" 2'-4" 2'-11' 3'-7" 4'-2" 4--9" Span (ft) 16 1'-0" 1'-1" 1 -2" 1-2" V-7" 2'-5" 3'-2" T-10" 4' 9" V-7" 6-4-7 20 V-0" V-1" V-2" 1-2" 2'-W 3'-0" 4'-0" 4'-10" W-11" W-11" T-11"IR 24 V-0" V-1" V-2" V-3" 2'-0" 3'-7" W9" W-10" 7-2" V41" 9'-6" 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 1V 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. up to vertic 3" max JOISTS OFFSET N.T.S. Joist hanger Web Stiffener Fastener Schedule Joist BearingLocation Series I Depth I End Intermediate ® BCI5000s 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d d BCI 6000s® BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d I 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC190s® 11- / " 3-16d 3-16d 14" 5-16d 5-16d i6" 6-16d 6-16d SIMPSON MGT w/ (22)10d NAILS TYP. GIRDER TRUSS r 2X TOP PLATE 5/8"0 THRU BOLT 2 X B.U.0 SIMPSON MGT wl (22)10d NAILS TYP. TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) Nail with 10-10d nails. I nstall tight to top flange. SLEEVE THRU STEM ' .. SEE PLAN FOR--'•• a , • FOUNDATION INFO ' d 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"-T gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements �0.6 X Joist o depth I -JOISTS BUCKETS N.T.S. GRADE i REINF. SEE PLAN d �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 PIPE VERTICAL THRU FND. TOP (2) #5's x 4' 0"—\ CENETERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE r PLUMBING LINE is � •'°• • •• A SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE d°. 41 dv L' a d ° � d•e a a SEE FND. PLN. SIZE & REINF. 11 NVO­ N RO N o", •NL`°• -. n CEO 'O •�•'•••...... �i a �. R O F E S S I O"' V'r�'ris I IIP00Fri To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these draMngs 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. IW i �p pp � 8 R J ti 0 J MCN N #ibLLLL °f del U. _J 0 14 U. U. � " � w o7 W. � +LL a wa Y a 0 Z c�°u 0 �a lzm°o WWa8� Z =J �� QQa�� Na zz g.8 t ° ❑❑❑❑ W z z � E3a z -8 '.D ^ s LL C1 _ W i 0 @ LA 1 '. LU U a g, _ " co M M W z J LLg® E m Q ZQ �j �+ z o ❑ a UO 21 z C13 > z 65 3 as g �z " W 3 c� 3 �� mw =z �G ` J it�LL = 1~ _�� M. I! ai T W � ■— 0 —1 M a m r ■�■■� ° 04 p ai T� a± N T f MCD T E z M " �+ 6 A E 0 O Q pcc JOB NO : 20-0563 SCALE : AS NOTED SHEET NO. S N 1 If (1) ROW 2x BLOCKING @ MID 1 II 2x #2 SPF STUDS @16" O.C. W/ (2) 161 TOENAILS T & B HGT. FOR WALL HGT. <_ 8 -6 . (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 2x P.T. PLATE 1/4" DIA, X 31/4" TAPCONS @ 24" O/C & c @ 6" MAX FROM END OF 2 x PLATE E (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH `13 PITCH > 4:12 ► ° (2) LAYERS TYPE I OR TYPE II ° (#15 OR #30) UNDERLAYMENT °' . .. -i ► 4 D . T FOR UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. REQUIREMENTS SEE R905. PRE ENGINEERED WOOD ° TRUSS @ 24" O.C. U.N.O. 12 HURRICANE ANCHOR @ EACH ?FP') VARIES TRUSS (SEE UPLIFT SCHED.) W/ 8= — METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING INsawioN LE SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rG G NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=V-0" SN1 ELEV. VARIES FOR ADDITIONAL SLAB S3 — INFORMATION. 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE tin 5/8"OR 1/2" HIGH STRENGTH —/ "—TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2"HIGH STRENGTH _� TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %' GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) (U.N.O.) (OR %' GYP. TYPE "X" @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ ABOVE) CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ STUD BELOW TOP PLATE STUD BELOW (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR EXTERIOR OR SHEAR WALLS AS HGT. < V-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"xl 2" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-0". SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB &BLOCK IMPSON SP1 w/ (10)10d NAILS "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ 10 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE ( )10d NAILS 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND Cr (ALT:1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE ELEV. 0'-0"OL OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL A.F.F. O.C.) 211 x 6 W1.4 x W1.4 ATTACHMENTS 2e 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH \ WWF OR FIBERMESH a ° ° ° , ° ° a ° ELEV. 4-3 1/2" Z �31/2"MIN. �31/2"MIN. I ° d °� 2x4 CONT. ° a ° A.F.F. o " , ° a c = ° ' 1/2 (min.)- 4 w gw °° P �• oo,�,GARAGE DEPTH VARIES ° 31/2"(min. - 4" 31/2"(min.),a ° (2) #5 CONT. 4" 1'�" 8" (2) #5 CONT. —� 4��U.N.O. MIN. U.N. GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @ STEP CC SCALE: 3/4"=1'-0" S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" S3 E� �p SE BOARD PER CODE (OR 5/8 ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING �s•�` GYP. TYPE "X" @ GARAGE \12'N.O. 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C W/A HABITABLE ROOM 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" 0/C FIELD. EE OFFIT 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @SEAMS. 2x STUDS @ SCREWS @ 7" O.C. SHEE LOAD BEARING OR NSULATION PEROBC AND ENERGY �/ ��o�`NU�S (1) ROW 2x BLOCKING @MID HGT. CEILING & 8" O.C. WALLS EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' \ NOTE: 7 FOR WALL HGT. s 8'-6". (2) ROWS INSULATION PER 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @THIRD POINTS APPLICATION SEE SECTION C/S3 FOR 2x BLOCKING @ 3rd PTS FOR CHART ON FLOOR FILLED SOLID W/GROUT = #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION WALL HGT. > 8'-6". PLAN SEE CC/S3 OR 04 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 @ I.A. STUD 2x P.T. PLATE W/ 7" EMBEDMENT MIN. SHEAR ( *SIMPSON (6)1/4"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20' MIN. LAP [24" MIN. LAP] SPACE ANCHOR 3500#, MIN. TENSION 2600# _' ) E SP1 SPACED EVENLY FIBERMESH #5 REINFORCING BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 �I wl (10)10d NAILS N 2x P.T. PLATE WEEP SCREED INSTALLED BAR END OF 2" x PLATE WWF OR FIBERMESH T ARCHITECTURAL TYP. ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR ° ' ► 1x2 PT WD FURRING @ 24" O.C. FINISH •• '• GRADE " ' ► ► :° = z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a - ' ° • ► _ (1) #5 VERT. IN FILL MONO OR STEMWALL z �"' a ► FINISH GRADEJ go 2 „ 25 MIN. LAP 30 MIN. LAP] [ 1 [GRADE 60 MIN. Fy= 60ksi] 7R% p .. 4 GYPSUM WALLBOARD CELLS (SEE FOOTING MONO SHOWN o o = °D w ° U.N.O. FOUNDATION PLAN FOR CLARITY 6 MIL VAPOR BARRIER R n ° °Q R 1 7/8 „ v _ FOR LOCATIONS) , o ° ° I —III —III —III —III —III —I = z #5 REINFORCING BAR _ 1x4 P.T. BASE NAILER 4"x4"INSPECTION ° ° D° III —I I I—III-1 I 1=III=1 I I= i I=1 � 1=III=III=1 � 1=III=1 I� � ► ' #5 LAP SPLICE (2) #5 CONT. — — 31/4" BASEBOARD PORT AT EACH NOTE: *FOR BEARING WALL g ° o o III —III —III —III —III —III= N I=1 I 1=I I=I I=III—I I— i r COMP. SOIL. (COMPACTED TO o ° 36"MIN. LAP [36" MIN. lAP] �, ON 3 CHAIRS p (TYP-) 8" 1'-4" 8" FILLED CELL TYPICAL W/ UPLIFT ONLY _ _ _ _ _ _ _ _ _ _ —1 _ ___ 95% MODIFIED PROCTOR ASTM 10" MIN. 2500 PSI CONC. SLAB AT GARAGE CONTRACTOR I I=III=III=I I I=I I I=III=III=1 I I=I 1=III=1 I I=III=) —III I I=III=III=1 I=III=III=III—III=1 1=1 I 1=III=1 I D1557) — — REINFORCING BAR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR I I I Il ll I II II I II II I II I II —III—III—III—III I I=1 I I1=1 I-1 I— I 4" 1-a" #6 LAP SPLICE #5 STD. 90 HOOK TYPICAL INTERIOR BEARING MUNICIPALITY. CURB DUE To SLOPE CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS F WALL W/ UPLIFT rG W1.4XW1.4 WWF OR "FIBERMESH" DECO FINISH 4' to 6" BELOW GRADE "_ , " SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 -1-0S3 SEE TYP. WALL SECTION FOR ADDITIONAL „_ r „ SCALE: 3/4 -1-0 ��3� SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SLAB INFORMATION. SLAB INFORMATION. T 14t° •► ` I i00 c Z 6x6W1.4xW1.4 SEE PLAN RIES 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 ► = °Q 31/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM wl (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 6 MIL VAPOR ► , z min. 4" 10d NAILS TO TRUSS TOP CHORD FOR TRUSS BARRIER f p i p 1 ° " v GRADE AT 24" O.C. MAX. SEE PLAN FOR' CONNECTION INFO ` ° COMP. SOIL. • ° _ °O ! &LAYOUT DESIGN • . TOP OF BEAM ( COMPACTED TO 95% 01 #5 REBAR w/ OPT. SEE ROOF PLAN = ° < � ° . ' '• ° * `r � � MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. 4 1'-4" (1 STORY) STD 90 WOOK (SEE VCLOSURE (2) HTS20 FOR STRUCTURAL E _ ° BEAM SIZE & Air N � CONNECTION INFO ° " ON 3" CHAIRS TYP. 4. 1'-8" (2 STORY) DETAIL) MIN. U.N.O. TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE rL SCALE. 3/4 -1-0S3 SCALE: 3/4"=1'-0" S3 OPT: DEPRESS SLAB 5Y" DEEP AND 6' BEYOND I I 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 MIN 7/16" O.S.B. SHEATHING FOR REINF. INFO. 8" z ATTACHED PER NAILING w SCHEDULE OPTION #1 = ¢ SEE TYP. WALL SECTION FOR ADDITIONAL > J 6x6 P.T. #2 SYP SLAB INFORMATION. HOLD GYP. BD. w 1/2" FROM SLAB 8 ABU66 SLAB STEP & RECESS a S.G.D. M 0� CONT. BEAD SEALANT SCALE: 3/4"=V-0" S3 DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND ' INTERIOR 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE PAVERS / DRIVEWAY EXPANSION JOINT ° 3 1/2a SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" MASCONCRETE SLAB 14 13 = 4 . COLUMN TO PORCH SILL PADOFOOTINGLL AND O.H.D. RECESS z O H D RECESS E _ •' ' GARAGE ATTACHMENTS & 18/Di O.C. PAVERS = SEE A/S3 OR J/S6 _ FOR REINF. INFO. 3" MIN. CLEARANCE 1 ' (1 STOR / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1 (2 STOR GARAGE DOOR SLAB RECESS J,1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. C„) • ' CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. 1/2" GYPSUM WALLBOARD U.N.O. WI DRYWALL SCREWS @ 8-O.C. FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS 8" MASONRY WALL EXTEND FILL CELLS 2 TO FOUNDATION PAD E d " : STAGGERED, FROM BOTTOM INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. Q ' '' �. • PLATE TO CONCRETE " ON FLOOR PLAN SIZE VARIES PER PLAN • ' (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT = w/ MIN. (2) #5 VERTICALS Z GRADE—_ * •. -' i.• : .: , ..., oo 4 _, TENSION 120#) CONCRETE SLAB E _ � M FILLED SOLID (SEE PLAN FOR — _ = _ — — ° a = 6 x 6 W1.4 x W1.4 N SIZE AND REINFORCEMENT)0 — *.:• ' •,' :�'� c �- WWF OR FIBERMESH M z —I I —III —I I (=III w w a BRICK PAVERS or SLAB PER a W 11=I I I I =1 I=1 1= z o o `n = I =1 ! • ° a • 6 MIL VAPOR 0'-0" FIN. FLR.�i COMMUNITY SPECS co — 11=1 =1 11=1 11=1 11=1 I I I I I I I=1 I I—= SEE Als3 OR J/ss BARRIER III III—III—III—III-1 I 1=I I 1=III— FOOTING FOR REINF. INFO. 3" MIN. CLEARANCE I I I -III —III —III —III I I ...I I I -I I I—' BEYOND 1'4" (1 STC RY) PAD REINFORCEMENT =1 11=1 11=i i t—' ' 3" MIN. CLEARANCE 1'-8" (2 ST Rlt) 4" 4" ~••y ti ;� SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH .... • . ,�. CONC. PAD INFO. SEE SCHEDULE GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING KCD12 PATIO COLUMN FTG. DETAIL N SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SCALE:3/4"=11.0• SCALE: N.T.S. S3 ADDITIONAL INFORMATION. i' , 1��iaaalssll e��� U C�° F. Q ••••'• 5E-Ze o•• r 00 1411111t1 To the best of the Engineers knowledge, information and betlef, the structural plans and specifications contained wihn these drawings campy with the 2017 Florida Building Code - Residential 0th Edition. Engineers signature and seal is only for the structural engineering potions of the drawing pages bearing Engineers signature and seal. h �p pppp 40 J U. a 'rh W ' C6& aU. aa�o Y "j Qw- 0 F�g w mow°° co IL L Z N Q 2 3 W U ❑❑❑❑ z z J a �N v�LL z �0 "' e N N c � U_ m a �0 � M N w LL_ E � 8 �R ie Q Z E 8 E O E o� z 3 0:z a z L N >_ - � O NO m0 g& >W z V1 J `�i 3 iK a g � Z o O w 3 �W 8% N. .2M � rn IM L 10 0) .= O CM .-. CL F- ^C CD 2 CD W T N CF)TLO M N T E c. T T— C'7 6 E M E O z ` a O 0 SO o C� JOB NO: 20-0563 SCALE : AS NOTED SHEET NO. S3 (MONO) (2) 2x6 OR (2) 2x8 SEE TYPICAL WALL SECTION TOP PLATE SEE VENT OR 2ND FLOOR PRE-ENGINEERED WOOD PLAN 12 TRUSSES @ 24" O/C 1/2"MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL �P) SEE ELEV. UPLIFT SCHEDULE) CONNECTOR (SEE (2) 2x HEADER TO SIT 3/4"FURRING STRIPS 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE DOUBLE 2"x4" S.P.F. TOP PLATE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD 7 5/8" 8" 7 5/8' 8" 7 5/8" 8" 7/8" STUCCO FINISH PER ASTM C. CONNECTION SCREW OFF CAP (T DIA.) W/ DRYWALL SCREWS 926 APPLY 3 LAYERS W/ TOTAL 2x DEAD WOOD MID FOR CLEAN -OUT @ 8" O.C. OR 4d THICKNESS 7/8" OVER METAL @ DRYWALL NAILS LATH. FIRST 2 LAYERS 3/8" THICK D4—POINT w/ (3)12d MIN. EXTENSION FROM SOLID AREAS ARE SOLID AREAS ARE EACH. 3RD LAYER 1/8" THICK. DOUBLE 2x TOP EVENLY TONEAILS SPACED EXTERIOR FACE OF BLOCK ❑ STEEL AND GROUT STEEL AND GROUT CRICKET AS REQUIRED WALL IS 1 1/2" MAXIMUM PLATE EXTENSION FROM EXTERIOR INTERIOR ❑ ❑ ❑ FULL 8x8x16 BLOCK SIM SON SP2 w/ (12) 10d HEADER FLUSH TO OUTSIDE OPTION WALL NAIL AT EACH STUD FACE OF BLOCK WALL IS 2114" W/TRUSS 02M16d TOOE NAILS RD OR 4 TO DRAIN C DOOR OPENING DOOR OPENING DOOR OPENING � 1/2" EXTERIOR GRADE SHEATHING r@BLOCKING EACH END J FASTENED TO TRUSSES WITH 8d 2x BLOCKING @ EACH END W/ 10dQ COMMON WIRE NAILS 4" O/C 4" O.C. FROM EACH HEADER FACE EXTERIOR BOUNDARIES 6" O/C EDGES & 8" BLOCKING ) v TO BLOCKING WALL CLEAN -OUT WALL ❑ 0/C FIELD " z a (2) 2x HEADER A V2-16d 2x TOP PLATEPER PLAN SCALE: N.T.S. S4 �FIT A �2X4 PT STUDS @ 16" O.C.(2) 2X4 PT STUDS UNDER HIP NAILS @ 24" O.C. OR CARRIER/GIRDER TRUSS EQUAL TO TRUSS BOTTOM VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" 1 ST COARSE 2ND COARSE 3RD COARSE _ _ = CHORD OR BLOCKING O.C. TO EACH HEADER FACE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE SIMPSON HETA20 w/ (8)10dxl 1/2" _ REFER TO WINDOW PRODUCT APPROVAL NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" SHEETS FOR INSTALLATION INFORMATION BY COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE NAILS O.C. MAX) w/ MIN. 4" EMBEDMENT O.C. MAX. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. PROVIDE P.A.F. NAILS OR 2 x 6 (MIN.) FRAME 1111111,, MANUFACTURER. IN KO BLOCK AT EA. STUD 2x P.T. PLATE EQUAL @ 12" O.C. MAIN SPAN WALL HEADER DETAIL TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT D MOISTURE BARRIER ROOF TRUSS STAGGERED FROM BOT. SEE AIS3 FOR UPLIFT CONNECTOR PLATE TO CONCRETE 8"X8"X16" BLOCK W/ 1 #5 CONT. REINF. INFO. SCALE: N.T.S. S4 S4 SCALE: N.T.S. S4 AND FILLED K.O..GROUT (SEE SCHEDULE) d ° 12 SEE TYPICAL WALL SECTION 1 #5 VERT. IN CONC. FILLED CELL (TYp) SEE ELEV. PRE-ENGINEERED WOOD W/ STD. 90" HOOK IN K.O. BLOCK TYPICAL INTERIOR NON- TRUSSES@24"0/C VERTICAL JAM UPLIFT CONNECTOR KNOCK -OUT NOTCH LINTEL WHERE REQUIRED ALT. KNEEWALL ABOVE MASONRY WALL DETAILrE BEARING WOOD FRAME WALL( �j 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8"ABOVE GARAGE (SEE SCHEDULE) BLOCK W/ (1) #5 7 FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. DOUBLE 2 4 SPF 42 FOR CONCRETE PLACEMENT / 96 3/8" CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) SCALE: N.T.S. S4 SCALE: N.T.S. S4 x TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER +*+ + ; STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW W■'�� i^I'ii'ii �'�� ��'■■ STD OPENINGS GREATER.t •• OPENING •' • Ilii ■mill �leiPLAN)IIIIII I ■■�III lii��■ Milli ■'■III III'i■ mIIII IIlI ■i�l�� III��■ - �IIII IIII� TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO 88" NOT TRANSFER LOAD. _ PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE ° WALL a d THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON 27x BUILT-UP COLUMN, SOLID MEMBER OR d ° a DOOR STOP PSPN516Z w/ (12)16d NAILS P.L. 1.8E Fb=2400 PSI (AS PER PLANS) 71" ° d d MOLDING TOP 2 ROWS 10d @ 3" O.C. (14 0.0. • HTT4 w/ (18)10d NAILS (3610# SPF) — 2 x 6 P.T. GARAGE SPLICE NAILS TOTAL) EA. SIDE OF • e • HTT5 w/ (26)10d NAILS (4670# SPF) 58" DOOR �8, SPLICE STAGGERED • • • DTT2Z w/ (8)1/4" x 1 1/2" SDS (1835# SPF) — • O • • HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (2215# SPF) J-BOLT • r • HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (3285# SPF) 41" of /�J _ • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (4065# SPF) TRACK • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) 34" BRACKET �a' ��S 10d @ 8" O/C P. • • HDUl l-SDS2.5 w/ (30)1/4" x 21/2" SDS (6865# SPF) _ qNc� • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" A EMBEDMENT w/ WASHER & NUT DOOR TRACK ATTACH ALL EXTERIOR STUDS • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED " 6 3/4" WIMOUNTING ANGLE T// Ybl PLATE AILS A.T.R. MIN. 8" EMBEDMENT w/WASHER & — 31 /2" — L— • FOR Hum USE 7/8 DIA. x 12 EPDXIED A.T.R. NOTES: NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE: 1/2" EXTERIOR GRADE SHEATHING FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE BOTTOM SPLIC N. 8" EMBEDMENT w/ WASHER & NUT FASTENED TO TRUSSES WITH 8d COMMON 10 FILL LINTEL AND ALL CELLS ABOVE LINTEL. AT LEAST 4'-0" LONG. TYPICAL OVER STUD a • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION MIN. 8" EMBEDMENT w/ WASHER & NUT PORT EDGES & 8"O/C FIELD _ _ _ @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. TYPICAL GARAGE DOOR BUCK K TOP PLATE SPLICE DETAIL M H17 / HDU TENSION TIE N SIMPSON SP1 w/ (10)10d O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED SCALE: N.T.S. SCALE: N.T.S. NAILS AT EACH STUD BLOCKING I(TYP.) PROPERLY. S4 S4 SCALE: NTS S4 2x P.T. PLATE OOF TRUSS Og SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. F= 2240 LBS 5/8" x 10" "J" BOLT @ 24" O/C MAX 4 OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT SIMPSON SIMPSON SIMPSON C W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. FLOOR PLAN. MOISTURE BARRIER AND FILLED SOLID W/GROUT TYPICAL FILLED LINTEL ASSEMBLY G 1 #5 VERT. IN CONIC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK SCALE: N.T.S. S A KNEE WALL ABOVE MASONRY WALL DETAIL rF �7�F 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' 1 (2) (3) (2) (2) (1) LSTA30 9' -16' 1 (3) 4 (2) (4) (2) LSTA30 SP4 SP2 SIMPSON SP4 SP2 K. SIMPSON SP4 ROOF TRUSS ABOVE 2X TOP PLATE 2X STUDS @ 24" O.C. OVERLAPPING 2X BLOCKING 0 If /8"xl0" "J" BOLT NAILED @ 24" O.C. MAX. INTO 10d NAILS @ 6" (2) 16d TOE NAILS MIN. (2) PER TRANSOM EA. BLOCKING STAGGERED BOTTOM PLATE TRANSOM FRAMING FRAMING WIDTH OF OPENING VARIES 4" FLAT STRAPS PER CHART ABOVE TO BE BENT SECTION P•T• SEE SECTION AA/S1 FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD--" LYWOOD CREATE A SOLID BASE FOR OVER TOP PLATE ** HOLD DOWN CONNECTIONS PLATE AND BB/S1 FOR is 2X8 WALL ABOVE ADDITIONAL DETAILS ENTRY BLOCK WALL ABOVE. NOT REQUIRED @ BEARING WALLS NOTED SIMPSON SCRAP MATERIAL WITHOUT UPLIFT SP1 • K.O. BLOCK W/(1) SEE FLOOR PLAN NOTES FOR SIMPSON SP4 -BOLTS @ 24" O.C. #5 CONT. & SIMPSON SIMPSON w T REQUIRED CONNECTION RECESS SP4 SP4 5/8X10 MAX FILLED o S �7N LINTEL "" J-BOLTS FF'Oi'l' 2-ROWS 12d NAILS STAGGERED 2X P.T. PLATE @ 2'-0" O.C. FORM CREATES CONCRETE RECESS TO @ 12" O/C EACH FACE OR3-ROWS 12d NAILS STAGGERED 2x CRIPPLES @ GREATER HEADER MASONRY WALL 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. @ 12" O/C FOR 2"A0" OR d 2X8 P.T. BOTTOM P TE CA KEEP STIFFENER BACK FROM SIDES ENOUGH 16" O.C. W/ (2) 12d TO ALLOW SPACE FOR FLAT MASONS TOOLS TOENAILS T/B 5/8"x10" "J" BOLT @ 24" O.C. MAX. SIMPSON SP4 w/ (6) (2) 2x HEADER SEE PLAN SIMPSON SIMPSON C SIMPSON (MIN. (2) PER BOTTOM PLATE) C (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY 10d x 1 1/2" AT EA 1 SP4 SP2 MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END STUD (USE SP6 FOR • INTERIOR HEADER: SP4 MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) 2x6 WALL, USE SP8 S4 (1) 2x SILL PLATE W/ 2 01 MOUNTING BASE SHOWN FOR 2x8 WALL) () STAGGERED 4" q 10d NAILS @ 6" O.C. 12d TOENAILS STAGGERED FOR CLARITY SEE DETAIL IN POSITION GARAGE ENTRY FORM DETAIL BOX HEADER • EXTERIOR HEADERS: �� 10d NAILS @ 8" ONLY SEAT FOR BLOCK IS POURED () o 0 IN PLACE CONCRETE 2x6 MOUNTING BASE SCALE: N.T.S. O/C TYP. (1) 2x SILL PLATE W/ 2 TRANSOM FRAMING 12d TOENAILS NAILED INTO H, N BEYOND. • OPENING LARGER THAN 4 FT: PLYWOOD FASTENED TO TRUSSES GARAGE FLOOR SLAB � �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET DOUBLE 2x 2 2x SILL PLATE w/ SIMPSON TRANSOM CRIPPLE STUD () FRAMING WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD TROWEL FINISH SEE LS30 w/ (6) 10d x 1 1/2" EACH O/C BOUNDARIES 6" O/C EDGES SHEATHING GENERAL NOTES GARAGE DOOR ROLLER GARAGE DOOR TRACK TYPICAL (U.N.O.) SIDE TRANSOM FRAMING & 8" O/C FIELD E SLOPE FORWARD CONNECTION ASSEMBLY SEE SECTION DITTOAA/SAND S4 FOR DRAINAGE GARAGE FLOOR BB/S1 FOR ADDITIONAL B .' .,— TRAVEL DIRECTION OF 2x STUDS TYP. DETAILS • SIMPSON SP4 w/ (6) 10d x 1 12" l000,GARAGE DOOR SIMPSON - q0 SIMPSON HTT4 TYP. SPi (USE SP6 FOR 2x6 WALL, USE PLYWOOD Op O SIMPSON SP8 FOR 2x8 WALL) SHEATHING �9 U.N.O. SEE N/S4 8P4 • SIMPSON SP2 w/ (12)10d NAILS MASONRY NG ** HOLD DOWN RECESS SIMPSON . SIMPSON SP1 w/ (10)10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MOUNTING BASE DETAIL SP4 LINTEL CONNECTIONS MAX. (MIN. (2) PER BOTTOM SCALE: N.T.S. d NOT REQUIRED @ PLATE) a PTBOTPLATE BEARING WALLS NOTED d d ° a ALTERNATE: TO BE 2" ABOVE FINISHED SEE (PLAN FOR FOOTING .. . 'BOTTOM OF MOUNTING B E WITHOUT UPLIFT DIMENSIONS POURED CONCRETE BASE FOR d BLOCK WALL. RECESSED SPACE 2X8 P.T. BOTTOM 5/8"DIA. ATR EPDXIED GARAGE FLOOR. FOR GARAGE DOOR AND WATER PLATE MIN. 6" INTO BOND BEAM GARAGE ENTRY FINISHED MASONRY DETAIL rp SHED FORWARD11 DRAWING. WALL HEADER DETAIL Q @ E O.C. SCALE: N.T.S. � PARTIAL INTERIOR ELEVATION FRAMING DETAILS ABOVE ENTRY K�R SCALE: N.T.S. 5/8"x10" "J" BOLTS @ 24" O.C. MAX. S4 SCALE: N.T.S. `S4 (MIN. (2) PER BOTTOM PLATE) SCALE: N.T.S. r `` NV W N !�� -: • �NSE 6•• c"V •—i d � Q i • R•• F E S s •off \ `` To the best of the Engineer's knowledge, infmatieon and belief, the structural plans and specifications contained within these drawings tangly with the 2017 Fiodda Building Code - Reskfential ft Edition. Engineer'a signature and seal is onry for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. � o �g� 0 0 3a L0 0 u• h' 3 rn ¢ a 0 LL Z rr�pm�p N Q M z J F ❑❑❑❑ W 0 z n z g a � N z o .0 ry o 0 a L W v 0 c Q 'fo1 l'J N z Qit QE E � � 88 Z M �o� a At M C0 C �x m 0 ~� g� z�y� y 3 ]U W C `CM = ui W � W •> O .•. M a Ccc CO r v O N N v Z Ln i Q± M N r T T E zE M z O E v «3 cc c d U J Q J JOB NO: 20-0563 SCALE : AS NOTED SHEET NO. S4 r TITEN TO CMU ARCHITECTURAL FINISH 2 ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL BLOC NOTE: J LTOP & BOTTOM CHORD TOP OF PANEL ARCHITECTURAL FINISH OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING /.. CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" 0/C (2)12d TOENAILS THAT MY BE REQUIRED 4'-0" O.C. MAX. FOR EXT. WALL CONN. @ COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF EXT. WALL CONN. NON -LOAD BRACING PROVIDED TEXTENDS USED IN PLACE VER AT PERMANENT ST T THE WEB. FIRST (4) ROWS OF TRUSSES NON -LOAD BEARING LOCATION p B.u.c., SAME NUMBER OF ROWS, SAME SPACING) SECTION g BEARING LOCATION UNEVEN CLG. SEE TYP. WALL SECTION FOR SCALE: 3/4" =1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 E REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L ADDITIONAL WALL SECTION F SCALE: N.T.S. S5 SCALE: N.T.S. S5 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 AS PER BCSI 1-13 SCALE: N.T.S. S5 ADDITIONAL INFORMATION. SCISSOR TRUSS G 45° 2"x4' OUTLOOKER @ 24" 12 O.C. W/ (2)10d PER JOINT 6.91 MAX. MINIMUM 2x OVERLAP TRUSS BRACING CROSS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP (SEE PLAN FOR WOOD TRUSSES 1Odx3" O/C LOCATIONS) 2'k4 TOENAIL 6"O/C RUNNERS W/ (2)16d TYPICAL (2)16d PER NAILS • JOINT "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" V0" - 3'-0" 3'-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 211x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING SEE STRUCTURAL NOTES AND TOENAIL W/ (2) 16d NAILS BACKNAIL W/ (2)16d NAILS SIMPSON H10A w/ (18) BACKNAIL w/ (2)16d NAILS SIMPSON H10A w/ (18) SIMPSON SP4 w/ 6 ()10d x 2x4 BLOCKING 2x4'T BLOCKING NAILING SCHEDULE FOR 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12 AT EA. 2^x4^ 1Od x 1 12 AT EA. SEE STRUCTURAL NOTES OUTLOOKER " 1 12 AT EA STUD (USE BACKNAIL w/ (2) 16d NAILS SIMPSON H10A w/ (18) @ 48" O.C. 16d NAIL BRACE SHEATHING DETAIL @ 24" O.C. NAILING SCHEDULE FOR OUTLOOKER OUTLOOKER AND NAILING SCHEDULE @ 24" O.C. SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) SEE STRUCTURAL NOTES 10d x 1 12" AT EA. A ATTACHED W/ TOP CHORD SHEATHING DETAIL FOR SHEATHING DETAIL AND NAILING SCHEDULE OUTLOOKER 10d NAILS @ 4" BLOCKING FOR FIRST FOUR 2x4 OUTLOOKER @ 24" FOR SHEATHIN DETAIL "2;4OUTLOOKER " O/C O.C. TYPICAL ROWS OF 45° t 24" MAX. TOP CORD BLOCKING 45°t ^ 2X4 CONT L BRACE TOP CORD BLOCKING O.C. (OPTIONAL -SEE TOP CORD TRUSSES @ SIMPSON HIOA w/ (18) FOR FIRST FOUR FASTENED W/ (2)1 Od 3" FOR FIRST FOUR ROWS 4" MAX. ELEVATIONS) BLOCKING FOR GABLE TRUSS WEB EDGES OF 2x4 CRO BRACE 10d x 1 12 @ EA. " ROWS OF TRUSSES @ AT 24" O/C. CMID HEIGHT OF TRUSSES @ EDGES FIRST FOUR ROWS DOUBLE 1" BRACING DETAIL 5 SHEATHING APPROX. 8" FROM ' OUTLOOKER EDGES OF OF SHEATHING TYPICAL 2x8 SYP#2 "L" BRACE TO DOUBLE TOP PLATE 2"x4"CROSS BRACE OF TRUSSES @ 24" MAX. EDGES OF SCALE: N.T.S. S5 TYPICAL @ RIDGE FASTENED AT 48" O.C. EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER @ 8'-0" 0/C. EXTEND AT LEAST 90% OF ; 2x4 CROSS BRACE APPROX. 8 FROM RIDGE FASTENED AT APPROX. 8" FROM SHEATHING TYP. 2x4 " MAX. & (2)10d TOE NAILS @ AT LEAST 90% OF WEB 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EACH JOINT W/ (2)1 Od & (2)10d RIDGE FASTENED AT "L" L BRACE TO EXTEND T" BLOCKING EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) TOE NAILS @ EA. END EACH JOINT W/ E ; 10d & (2) 10d TOE LEAST WEB 2x4 BLOCKING @ 48" 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT EACH JOINT W/ 2 10d () SIMPSON H2.5A w/ (10) 8d 2x FRAME WALL (SEE WALL NAILS @ EA. END LE A LENGTH SEE TABLE (SEE ( ) GABLE TRUSS O.C. "L" BRACE ATTACHED 16d NAIL • SILL 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING & (2)1Od TOE NAILS @ FROM LEDGER TO BLOCKING SECTION FOR SIZE &SPACING) 2x4 PANEL BLOCKING �� 1/2 CDX PLYWOOD OR W/ 1Od NAILS @ 4" O.C. — — J ATTACHED W/ 10d EA. END 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE „ 7/16 OSB SHEATHING TYPICAL NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS OSB SHEATHING ATTACHED FIRST (4) ROWS OF (2)16d NAILS ATTACHED w/ 1 Od NAILS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" GABLE TRUSS WEB 10dX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD " n SINGLE L BRACING DETAIL(6 THROUGH CHORD CORD ATTACHED W/ (2) 16d TOENAILS w/ 10d NAILS @ 6" O.C. (2) 16d NAILS BOTTOM ATTACHED " SCALE: N.T.S. S5 INTO 2"x6" P.T. PLATE "T" 2"x4" LEDGER (MATCH BOTTOM CHORD 2x4 PANEL BLOCKING @ 48" 2x BLOCKING EDGES AND 12" O.C. FIELD W/ (2)16d TOENAILS 2x4 PANEL T" IN TOP FASTEN BLOCKING, FASTEN WITH 2x4 ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FOR THE FIRST (4) 10dx3" @ 4" 0/C DIAPHRAGM FASTEN WITH 1 Odx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE ROWS OF TRUSSES FROM 2x4'T" ON TOP OF PANEL SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" BLOCKING @ @ 48" O.C. MOISTURE BARRIER 5/8" x 10" "J"BOLT @ 48" O.C. EA. END TYP. TOP & WEEP SCREED BOTTOM ATTACHED w/ (2) BLOCKING, FASTEN WITH 1Odx3" 4" O/C @ SDS SCREWS TO TRUSS & (4)1/4"x3" 48" O/C GABLE 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)1 Odx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. 16d TOENAILS 2x4 LEDGER MATCH BOTTOM ( SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD TRUSS TRUSS VERTICAL PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER CHORD SLOPE OF ADJACENT DBL. TOP PLATE 10dx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)1 Od NAILS TRUSS) STUD WALL (SEE TYP. SEC.) (2) 2"x8" "L" BRACE NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4)1/4"x21/4" TITEN @ 4'-0" O/C ALIGNED WITH FASTENED WITH (3) STRAP IC L SECTION O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK GABLE WEB SECTION 2 SECTION 3 SECTION 4 16d PER SIDE WEB, USE MSTSEED M36VER " „ SCISSOR GABLE T BRACE 1Od NAILS & (4)1/4')Q 1/4" SCALE: N.T.S. S5 SCALE: N.T.S. S j SCALE: N.T.S. S5 SCALE: N.T.S. SrJ 7 TITEN ON OUTSIDE AS PER HIB 91 SCALE: N.T.S. S5 BACKNAIL W/ (2)16d NAILS SIMPSON H10A w/ (18) 10d x 1 12" AT EA. 2x4 OUTLOOKER 8d @ 6"O/C 2 4 BLOCKING / 2 10d 20'-0" MAX "X" BRACE SEE DET. J/S5 20'-0" MAX CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. REFER TO DETAIL J iv SEE STRUCTURAL @ 24" O/C TOE NAILS AT EACH END ON SHEET S5 FOR OUTLOOKER WOOD TRUSSES[ A k I @ X-BRACING, AND TOP NOTES AND NAILING TOP CORD N � � " 24" 0/C (TYP) CHORD BLOCKING go SCHEDULE FOR BLOCKING FOR 1 INFORMATION `� SHEATHING DETAIL FIRST FOUR ROWS OF TRUSSES @ x x '/.X 1 1 1 2"x4" CROSS BRACE 24" MAX. EDGES OF WOOD TRUSSES �, APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND 2x4 RAT RUN BRACING 1 1 1 1 2" " EACH JOINT W/ (2) ; AT LEAST 90% OF WEB AT 24" O.C. ON TOP OF 10d & (2)10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 /� NAILS @ EA. END z -' TRUSS SPANS '7ur 1//2" CDX PLYWOOD OR 7/16" ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING AT EA. TRUSS JOINT " " " " „ „ @ 48" 0/C FOR THE (2)16d NAILS OSB SHEATHING ATTACHED BRACING w/ (3)10d x 3" AT (2) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF FIRST (4) ROWS OF W/ 10d NAILS @ 6 O.C. • EACH CONN. @ 24 0/C SIMPSON HGAM10KTA OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. E ES AND 12" O.C. FIELD SIMPSON HGAMIOKTA wl (4) 2x4 BLOCKING @ 24" (D = 0.148-, L = 31 OR EQUAL (D = 0,207", L = 41/2") OR EQUAL (D = 0.207', L = 41/2") OR EQUAL MOISTURE BARRIER W/ 0/C w/ (2)16d END TYP. TOP & JACK TRUSS 1/4"x1 1/2"SDS SCREWS TO (4)1/4"xl 1/2" SDS TOENAILS @ EA. END NOTES: BOTTOM ATTACHED SEE PLAN FOR BLOCKING & (4)1/4"x2 3/4" BOND BEAM SCREWS 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4"DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS CONNECTION TITEN TO CMU TO BLOCKING & (4) MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) MASONRY WALL 1/4"x2 3/4" L Li S5 12 DOUBLE TOP PLATE 6.9 MAX. 2X4 LEDGER SIMPSON LSTA18 DBL. TOP PLATE TUDS @ 1 A" O.C. F_ I CONT.BEARING ONT. BEARING STUDS @16"O.C. 10d AIILSATEACH ) HIP FRAMING REFERENCE PLAN WOOD FRAMED GABLE END BRACING DETAIL GABLE END BRACING DETAIL GABLE END BRACING DETAIL SCALE:3/4"=1'-0" STUD MEAN WALL HEIGHT UP TO V4 r - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION MEAN WALL HEIGHT UP FOR WIND SPEED SPECIFICATION A 0" SEE STRUCTURAL NOTES SCALE: N.T.S. CATION 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) N. ALTERNATE NON -DROP CONTINUOUS BOTTOM CORD BRACING MINIMUM MIN. SEE M/S5 GABLE END DETAIL MINIMUM (2)1sd PER JOINT MINIMUM 2x4 TRUSS BRACING NOTE: MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES COSMETIC DROP CEILING FRAMING SCALE: N.T.S. BRACE TO EXTEND FULL HEIGHT OF GABLE. SCISSOR TRUSS CROSS BRACING DETAIL J TRUSS BRACING OVERLAP DETAIL M 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1Odx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SCALE: N.T.S. S5 SCALE: N.T.S. S5 W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS 1 GABLE TRUSS a SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION ss 1' BRACE W/ 1 Od @ 4' O.C. 12 3 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. 6.9 MAX. "L" BRACE W/ 10d @ 4" O/C 5 (SEE SCHEDULE FOR SIZE S5 AND LOCATION) SIMPSON HGA10KT w/ (4)1/4N1 1/? SDS SCREWS TO TRUSS & (4)1/4-a SDS SCREWS TO PLATES (TYP.) BLE TRUSS 6 S5 S5 C� 0 S5 12 DOUBLE TOP PLATE 6.9 MAX. 2X4 LEDGER SIMPSON LSTA18 DBL. TOP PLATE TUDS @ 1 A" O.C. F_ I CONT.BEARING ONT. BEARING STUDS @16"O.C. 10d AIILSATEACH ) HIP FRAMING REFERENCE PLAN WOOD FRAMED GABLE END BRACING DETAIL GABLE END BRACING DETAIL GABLE END BRACING DETAIL SCALE:3/4"=1'-0" STUD MEAN WALL HEIGHT UP TO V4 r - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION MEAN WALL HEIGHT UP FOR WIND SPEED SPECIFICATION A 0" SEE STRUCTURAL NOTES SCALE: N.T.S. CATION 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) N. ALTERNATE NON -DROP CONTINUOUS BOTTOM CORD BRACING MINIMUM MIN. SEE M/S5 GABLE END DETAIL MINIMUM (2)1sd PER JOINT MINIMUM 2x4 TRUSS BRACING NOTE: MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES COSMETIC DROP CEILING FRAMING SCALE: N.T.S. BRACE TO EXTEND FULL HEIGHT OF GABLE. SCISSOR TRUSS CROSS BRACING DETAIL J TRUSS BRACING OVERLAP DETAIL M 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1Odx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SCALE: N.T.S. S5 SCALE: N.T.S. S5 W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS 1 GABLE TRUSS a SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION ss 1' BRACE W/ 1 Od @ 4' O.C. 12 3 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. 6.9 MAX. "L" BRACE W/ 10d @ 4" O/C 5 (SEE SCHEDULE FOR SIZE S5 AND LOCATION) SIMPSON HGA10KT w/ (4)1/4N1 1/? SDS SCREWS TO TRUSS & (4)1/4-a SDS SCREWS TO PLATES (TYP.) BLE TRUSS 6 S5 S5 C� 0 END JACK 11'-0" MAX. w 0 a ✓,9�� CORNERJACK Y v tr w z Cr 0 II1111N OWN .� SSE •• •• — �' < p 40 vi1'7� 'ROFESS\ /f�/lPtittlUt To the best of the Engineers kroaAedge, information and belief, the structural plans and specifications contained widAn tlrese drawings comply with the 2017 Florida Building Code - Reskfential Bth Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. E Al F 9 � od g '� d0!LL0 LLLLaa M W ' N � �ii aWa O Y Z W �V.0 0�° ; 0 0 0 0 W moti 2E?'rn coIL A 04 M Qp �C4y.7 N Nab W V ❑❑❑❑ (D z C z z g J r d N z •O o LJ 1 i �N Uj Q, M � W LL g o 8 _ Z o E O c\I E ao •� g a N cU �o �g gz Z <2 o a� O Jy2 app�¢ 0p q)Oi 2I` U 1M o� m (D W ' 0) ■_ > M 1.L C CIDh CD 0 N O± M N r E E CD M T f M 0 E Q y aNi a O U _j Q p JOB NO: 20-0563 SCALE : AS NOTED SHEET NO. S5 IV S 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL MAX 8„ , UNACCEPTABLE INSTALLTION � DOOR JAMB (REFER TO PRODUCT P T TO PRODUCT TO PRODUCT APPROVAL FOR CONN. PROPER INSTALLATION DO NOT DO THIS ' 2"x BOT. PLATE W/ (2)10d @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1 X 4 ` #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO —1x4 P.T. 3/16"� X 3" LONG FURRING 3-1/4" LONG X 3/16"� FURRING (2) ROWS 3/i6" x 3-1/2" TAPCONS FURRING #5 REBAR �P') 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 TAPCON @ 16" O.C. 8 4" STAGGERED @ 16" 1x8 P.T. FROM EACH END w/ MIN. 2X8 LlX8 ` BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH PER MANUFACTURE MASONRY THROUGH �� l x8 W/ 2 ROWS 8d NALS 1-1 /2 DETAIL () 3 �� DETAIL 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 O.C. FILL SOLID BOTH CELLS t HOOK (TYP.) *416 FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" TAPCON @ 16" DOOR JAMB (REFER 1x4 P.T. TO PRODUCT METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL 7/ NOTE: DOOR JAMB (REFER EACH END W/ MIN. 2" EDGE DIST. TO PRODUCT APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16"Lila ' LAP SHEATHING TO M F BAND TO PRODUCT x 3-1/2" TAPCON @ 16" 1x4 JOIST TYPICAL APPROVAL FOR CONN. (2) ROWS 3/16 x 3-1 /2 O.C. & 4 FROM EACH FURRINGSIMPSON J 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 HGAMIOKTA 12" O.C. @ w/ (4)1l4x1 1/2" SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 NOTCH WEB THE ` INTO BAND JOIST & (4)1/4V 3/4" 2x DETAIL STAGGERED @ 12" O.C. 31 /411 DETAIL 21 /4" DETAIL - ±5^ AT FIRST 2 COURSES ' ` TITEN INTO K.O. BLOCK BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PER _E FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION A -A UPLIFT CAPACITY = 805 #FOR 1 STRAP W/ 1/4" x 31/4" TAPCON ( 11/4 " MIN. =1610 # FOR 2 STRAPS FILL 1st 4 COURSES EMBEDMENT INTO BILK) 1/4" MAX 2'-0" 8" SOLID wiGRouT 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 CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 1/2" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY CELL IN THIS AREA CONTACT ENGINEER of RECORD FOR FURTHER INSTRUCTIONS. SCRIBE (NOTCH) FACE OF ARCH W/ (3) Od NAILS BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL OVERHAN ' CONNECT WI 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 110 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: —FOR OVERHANGS LESS THAN 3/4"- NO REPAIR REO'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL (2)10d NAILS @ 8" O.C. ARCH DETAIL 4' MAX. RAD. i USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ XOV FRygN TO TRUSS TOP CHORD MIN. 4" EMBEDMENT AT 16" O.C. [FNGTy 1 n-On 5r-On SCALE: N.T.S. SS 12 + + PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + H 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 ALL + REQUIRED > ► ' ► EMBEDMENT INTO ) PER NAILING SCHEDULE TO SUPPORT ►:, ' /4" MAX 2-0 8 " " TRUSS + SOFFIT + : #5 BAR ► • ► ► D BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON + p oil ° . ' • CENTERED W/ BLKG. & BUCK 2X6 TO 2X4 H2.5A w/ (10) 2X4 SYP .. ► ° '► IN TOP 4 1 X 4 FURRING 8d NAILS EACH TRUSS 9FEx==P► .' ' KNOCKOUT / N —� CHAIR BLOCK FT-8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d PROVIDE 2x CONNECTOR A — — k NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE B PROVIDE (2) MIN. CONT. W/ (3) MONO FOOTING _ SIZE AND REINF. PER PLAN — •' • °, ' ► °. VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE BUCK - (1) WITHIN 4" 12d NAILS SEE LINTEL AND SECTION DETAILS -I BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON MIN. OF START OF JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2x4 SCHED. ° 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT CLEAN FILL :► °. ► DIRT • � 2 TO BE INSTALLED JAs. 4'-Om MAX E LAN PRECAST LINTEL STANDARD ` BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN ° 90� HOOK N r TO FIT ARCH CONNECT W/ START OF RC 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. @ 61 Rs (MAX. MAX. 4'-0" - . � . � - . • . • . , �• . .. BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE 2 /O X 31/2" TOAPCO SSAT ( ) ', INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. r0 � r.L" •V.L. � �r. •r.• sk ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL K SECTION @ ENTRY L SECTION @ ROOF EXTENSION M STEMWALL FOOTING SIZE AND B-B REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" = V-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. MASONRY WALL. SEE PLAN FOR C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. REINFORCING. PROVIDE LOWER D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS HOOKED DOWEL DRILL 3/4"x5"MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT &NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR W.W.M. AT PERIMETER SIMPSON HTT4 w/ 18 10d x 1 ( ) MUST BE PACKED WITH NON -SHRINK GROUT USUALLY ± 2" ( ) COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. 1/2" NAILS L STUDS & O - 5/8" DIA. ALL THREAD ROD } #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS PER ANCHOR 9 ga. PANEL ) TOP WITH MIN. 3" OCCURS EPDXIED SIMPSON"SET" a Z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 6'-0" N. EPDXY MIN. 6"EMBEDMENT & EMBED SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER F.F. 3" MIN. EDGE DISTANCE 2 FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE ) EXPANSION STRIP Uj NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 61NCHES WHENEVER R IS NECESSARY TO USE MORE ° p THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL . ► -J A a REINFORCING AS FOLLOWS: SEALANT a 1 * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. :...': = ;'" r: p► s g #5x6' EMBEDDED INTO PRESS PANEL REINFORCING INTO PLACE. - 6" MIN. LAP SPLICE W/ > ► U Z EXISTING FOOTING (2) #5x6' IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL N N FILLED CELL SMOOTH. DO NO FURROW. - _ ° ►:° DRILL 3/4"x5" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT - GRADE ►. p ► SET BAR IN EPDXY .. FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP A' G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: M ° v \ REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. r 2E \ H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS � ► . .. ° �.a TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ' ° 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL ► (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16"MIN. COVER EA. WAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEENAq EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTUIRER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUMOF 60 SQUARE FEET OF GLASS BLOCK MAYBE INSTALLED IN ANY OPENING. SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. WN '� • V N r U o�0��,•' Z %� •. r FL i,"//,pO �1 SS%p� \x1\ To the best of the Engineers knowledge, information and belief, the shucturel plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 8th Edition. Engineers signature and seal is only for the Oucturel engineering portions of the drawing pages bearing Engineers signature and seal. ik iR t` LL O Lo N N ii 410b, W W -9 C" A fi a J a aLu �CtL as Y Z 0 yy�y vz 00 � W �E^ro mo � Z IL N ci m z Q OF J W v ❑IL ❑❑❑ CD z z z g N z . •U o 0 W �N U Q , —o O CC) M .1 W z E E o'z m ogo Q t� O E a p � o ¢ i O�zf ro p J o W go O NLL a >i d in .= O M o C EU CO � LO = O OT M N T E z �' M z E O su w d 0 J Q t] J JOB NO: 20-0563 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 rn I via `w ".r l I I i 1v . • w 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 PRE-ENG. TRUSS 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. n DIRECTION TYP. —� . A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE SLOPE 1. •i• v OR TRUSS. 2X4 CONT. W/ (2) SEE PLAN 16d COMMONS NAILS EACH STUD TYP. T&B TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL 7 SCALE:NTS DIAGONAL - AT 8'-W MAX 2X4 CONT. AT T & B CHORD TRUSS SEE ROOF PLAN � SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. V_'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 @ 7-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC. MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING 3 SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT VARIES ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 2x4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d COMMON TRUSSES. TOENAILS TO TOP SEE TRUSS PLAN PLATE & (2)12d END MIN. (2) 2x4 NAILS TO TRUSS P FOR CONNECTION INFORMATION. PSPFTOLATE BOTTOM CHORD VARIES SEE PLAN FOR WALL LOCATION MIN. 2x4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO SEE PLAN FOR PLATE BELOW TOP OF WALL MIN. 2x4 #2 SYP P.T. PLATE W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE 16" O.C. MAX. INFO. SECTION @ ENTRY s SCALE: NTS SIMPSON LSTA18 w/ (12)10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( HIP G.T (2) 2x8 #2 SYP. w O.S.B. FLITCH PI TOP @ TRUSS E U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 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 MASONRY WALL 4 SCALE:NTS iIMPSON HUC41Owl (14) 6d INTO HEADER & (6) Od INTO BEAM - SEE tOOF PLAN FOR MORE 4FO SEE FLOOR PLAN FOR COLUMN SIZE & BASE CONNECTION INFO 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON B. SC EDULE/PLANM OPTION B CONNECTION INFO — 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) CORNER 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. SCALE: 3/4"=V-0" A A SEE PLAN FOR SEE PLAN FOR SIMPSON CANTILEVER IF MTS18 w/ (14) INDICATED 10d NAILS TYP. U.N.O. SEE FOUNDATION PLAN FOR MORE INFO COMMON BM. ATTACHMENT 18 SCALE:NTS EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE:NTS SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. 1/2" PLYWOOI (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM SEE PLAN FOR CANT. t-7/16" OSB FLITCH PLATE REQ'D ONLY WHEN INDICATED ON BM. SCHEDULE/PLAN OPTION C. 611 MIDDLE BM. SPLICE OVER CENTER OF POST F— 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 4, (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 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 4/131 FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 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. 2X10 #2 SYP CONT. LEDGER w/ (3) VERIFY WITH PLAN FOR LOCATION AND DIRECTION 1/2" X 41/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: NTS LOW ROOF/WALL SHEATHING ATTACHED PER NAILING SCHEDULE 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. LOW ROOF TRUSS W/—/ L (2) 2x6 BLOCKING UNDER RAISED BOTTOM CHORD 2nd FLOOR WALL w/ 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 PLYWOOD FLOORING FLOOR G.T. SEE PLAN DETAILS &SECTIONS k mv NN • �, Z UI U O. •'. i ''•.FLO�•. To the best of the Engineers knowledge, information and belie(, Moe structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential ft Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. Al OO O N N It J J M N C LL LL LLLLaa 00 mLL�� N M W y a 2 0 a7 OLL Z> •c Y aUn°' 16 ° oc ��� & °So �NrO O G — ILZ rn E N 0 N;t Mz 06 Z ❑❑❑❑ W 0 z z z g �- LL If �LA LU �Ln r "= U_ 00 s o u� 0 o �W =_o tcC M �� oa z � �`81 �� g M�z �o z CO C V) J Y W it3 OIL S H Rw 8 W� o U a W V 9� SI r•- 9 �� _i 3 LM o, B L. 0 W .= O .-. > co CL C .2 CO � v O N � N O N Ll) r r cM T T M M C'') � o Z E O "' d ` 8 a 0 -1 a o JOB NO: 20-0563 SCALE : AS NOTED SHEET NO. D1 WEATHER RESISTIVE BARRIER •v TAPE (AMEMKED WNDOW ) FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE 5 WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER ' RESISITIVE s BARRIER SEAL TOPS OF JOK UNDER DECKING (SEE DETAIL WP07) I L I SELF -ADHERED FLASHING HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weather resistive THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under 1 AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 3. Fold weather resistive barrier back over head 2 flashing and seal with tape SELF -ADHERED FLASHING NTS FLANGED WINDOW , FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING - 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 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 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 8 2 WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHI EXTERIOR CEMT. FIN. BUILDING PAPER FLASHING REQUIREMENTS R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall include flashing as described in Section R703.4. A water -resistive barrier is described as a material behind an exterior wall covering that is intended to NG resist liquid water that has penetrated behind the exterior covering from further intruding into the exterior wall assembly. An exterior wall covering is described as a material or assembly of materials applied on the exterior side of exterior walls for the purpose of providing a weather -resistive barrier, insulation, or for aesthetics, including but not limited to, veneers, siding, exterior insulation and finish systems, architectural trim and embellishments such as cornices, soffits, and fascias. R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.7.3 Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a O water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. 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 , 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 IF RUBBERIZED ASPHALT NEEDED IN CORNERS RUBBERIZED ADHESIVE THROUGH SELF -ADHERED ASPHALT ADHESIVE R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity 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, SCORE of the exterior wall finish. Approved corrosion resistant flashings shall be installed at the following locations: RELEASE PAPER ADHESIVEAS SH EXPOSE 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish 0 SELF -ADHERED FLASHING I � r;6- � NAILING FLANGE SELF -ADHERED FLASHING 2 SEAL TOPS OF JOISTS UNDER DECKING 8 (SEE DETAIL WP07) 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 comer may vary, adjust folding of the flashing accordingly to fit tight to comer 8. Mechanically fasten as necessary 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4'OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK E 4M SELF-ADHEF V iIi!11713 7JI_1�1 SHOWER SEAT SELF -ADHERED FLASHING OUTSIDE CORNER a cr W a a) W U W Ir cr Lu O x LF-ADHERED FLASHING rCH FLASHING PLASTER STOP - CONTINUOUS BACKER - ROD & SEALANT A 2 0 0 �a a 0 SELF -ADHERED FLASHING INSIDE CORNER --(Ground FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SFLATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-11T INCH FLANGE THIS NATU DO N, DRIP ACCE SOFFIT/CANTILEVER or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following, 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent 2 drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 5 1.2. In accordance with the flashing design or method of a registered design professional. 4 1.3. In accordance with other approved methods. 6 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMANVDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMANVDMA 400. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco 7 copings. 3. Under and at the ends of masonry, wood or metal copings and sills. ' 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. Water Resistant Barrier Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) o 0 DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS --------- 2AL FRAMING 2AL SHEATHING 3AF PLANE WRB AK 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 Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance With ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside comer will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all `o 0 NO N E` _N 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal Is only for the sty engineering portions of the drawing pages bearing Engineers signature and seal. h §io� 8d, J J • co N N cND LL LL' (�U. U. , 6-. W rn g 0 y C a Y .�i N � m m OJ W Q i 2 oS Z ILJ N M Z Cal O d Z ❑❑❑❑ W z f z fZ1 z g v a E3 � N (D . "U N W a O V) �tn w c � U o 0 th LL E i ZO EQC `r ~ E o O �o01 z Ea: p U az N WO �dp Wm02 w L 10 J ca g Z o U a W a U 3 ga. Z �gG 't 2 1W 1M rn IL. 11 ■= a) O oCo C co W cc = T- 0) ■T LO r i N _ M T E r M ' CV)T Z Z O03 LD D w a. 0 � a o JOB NO: 20-0563 SCALE : AS NOTED SHEET NO. W P r A3 � FL172441 _ 'ESR-3455 12/31/2020 A23 � - MANEEM FL10446.2 ESR-2506 12/31/2020 12/31/2020 12/31l2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31I2020 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 1213l/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 12131/2020 12/31/2020 12/31/2020 12(31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/3112020 12131/2020 12f31/2020 12/31/2020 12/31/2020 12t3l/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 12131/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12131/2020 12/31l2020 12131/2020 1213l/2020 12/31/2020 12/31/2020 12131/2 020 12/31/2020 12/31/2020 12%31/2020 ._._,. _ 12/3l/2020 12/31/2020 12/31/2020 12131/2020 17/31/2020- 12/31/2020 12/31/2020 12/31/2020 .__.._. 12/31/2020- 12/3112020 12/31l2020 12131/2020 12/31/2020 12131l2020 12/31/2020 12/31/2020 12/31I2020 12_/31 /2020 12/31/2020 12/31/2020 12/31/2020 12/31Q-020 12/31/2020 12/3112020 12/31/2020 12/31/2020 12l31/2020 12/31/2020 12/31/2020 12(31 /2020 12/31/2020 _ _ ___,___-____ _._._ -_ __�_._.___ _ __-.____ _ _ ______.� ___ _. __ _____a_._�.. _.____ __ _ _., .__ PRODUCT APPROVAL SPECIFICATION SHEET (zo,>�) `2 1 As required Florida Statute 553.842 and Florida Administrative Code 91372, ! q � please provide the information and approval numbers on the building components listed below if I they will be utilized on the construction project for which you are applying for a i -6-a CD .C-- _ O CO O �� Q 2 N O' --- Li _C%% }' O O Q V �_ Q O L - -L j O O .Q LL, R3 O %+- CU > t_A Q - � N 2 Cl) Q L .�.i 2 C Q CU C �"' .a . _ U) Q " ,q• HD210-2 FL17232.3 ESR-3445 92/31/2020 HU210-2 FL10856.4 ESR-2549 HD212 2 FL17232.3 ESR-3445 12/31/2020 HU212 2 FL10856.4 ESR-2549 HD216 FL17232.3 ESR-3445 12/3112020 HU216 FL10856.5 ESR-2549 HD216-3 FL17232-3 ESR-3445 12/31/2020 HU216-3 FL108W.1 ESR-2549 Category/SubcategoryManufacturer Product Description Approval Number(s)Test Pressures Exp. Date Aff WJffltiitil� �CYtli("1 f rs 4-t 'x4'1%1yX 2?t2" � BaC #iIIS i (May"�►e, cut to. M 5iae A hQr uJe en e ce>tti ► UI�eD, soft (TYP-) c_ff ��d�,9 ICrl41i?r All unit & Worn urr� Slap CXyRimlr3Infrorrt) r.� "� Wasitiers - Flront CAS SuRp,� ( �-_• � uttW) Sdf4AXk � N� '1►1r ,t �ii LeftB ' 06 Gau9e) #14 lf-Ditling S-CtevaThr�u StackeU- ft&Cr6ss%ppW A/C Unk m Side (Typical: h ItSE I r e INSTALILTS20B : 4aiaatctiapaalis ,r�detmacit 'Ale t�tOt )� a ��ttpewgta� HD26 FL17232.2 ESR-3445 12/3l/2020 HU26 FL10856.3 ESR-2549 1. EXTERIOR DOORS HD28-2 FL17232.3 ESR-3445 12/31/2020 HU28-2 FL10856.4 ESR-2549 A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/ 67.0 psf 12/31/2021 HD410 ._-___ FL17232.4_ ESR-3445 - 12/31/2020 HU412 FL10856.9 ESR-2549 ThermaTru Frber-Classic and Smooth -Star (NON -IMPACT) FL20461.6 +67.0/-67.0 psf 12/31/2021 HD412 - FL17232.4 - �--_- ---_ ESR-3445-- - -_-� 12/31/2020 HU412 FL10856.9 ESR-2549 HD610 --- -- FL17232.4 -� -- - -- ESR-3445 -- -_ - -- 12/31%2020 HU610 FL10856.10 ESR-2549 ThemlaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.9 +67.0/-67.0 psf 12/31/2021 HD0410 - ---- FL17241.7 - -- ESR-3444---_-- -- -- 12/31/2020 HUCQ410 FL11468.11 SIM200804 ThermaTru Firber-Gassed and Smooth -Star (NON -IMPACT) FL20461.14 +67.0/ 67.0 psf 12/31/2021 HGA10 FL17699.1 Evaluation Report Repo 12/31/2020 HGA10KT FL11470.4 SIM200803 ThermaTru Classic -Craft and Benchmark FL15225.1 +67.0/-67.0 (� 12/31/2021 HGAM10 FL77899.1 Evaluation Report 12/31/2020 HGAM10lCT FL11470.4 SIM200803 ThermaTru SmoothStar 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 TherrnaTru FiberCiassic Smoothstar, ClassicCraft Rustic FL7640.1 +67.0/-67.0 f Ps 12131/2021 HTA16 FL17680.4 Evetuattan Report 12/31l2020 HETA18 FL11473.5 SIM200802 HTA20-18 FL17880.4 Evaluation Report 12/31/2020 HETA20 FL11473.5 SIM200802 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf 12/31/2020 HTT16 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 12131/2020 HTT22 FL11495.1 ES-0130 HTW16 _ _ FL17244.8 ESR-3455 12/31/2020 HTS16 FL10456.22 ESR-2613 C. SECTIONAL Clopay Building Products Residential WrndCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psf 5/21/2028 __ HTW20 FL17244.8 ESR-3455 12/31/22020 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 WindCode Doors W6 (SX7) FL15279.85 +38.0/-42.0 psf 5/21/2028 HTW30 FL17244.8 ESR-3455 12/31/2020 HTS30 FL10456.28 ESR-2513 Clopay Building Products Residential WindiCode Doors W6 (16X7) FL15279.102 +37.0/41.0 psf 5/21/2028 HTWM16 FL6223.2 Evaluation Report 12/31/2020 HTSM16 FL11473.11 SIM200802 D. METAL LOWERED DRS Curries Division ofAADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 WA (see Inst sht) 12/31/2025 HTWM20 FL:8223.2 Evaluation Report 12/31/2020 HTSM20 FL11473.11 SIM200802 HUG72 FLEIM.3 Evaluation Report 12/31/2020 HGT2 FL10456.18 ESR-2613 2. WINDOWS HUGT3 FLeM.3 Evaluation Report 12/31l2020 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 12131/2020 HUS210-2 FL10856-R4 ESR-2549 HUS2122 --_� - - - FL17232.6 ESR-3445_�-`---�-�-- 12/31/2020 HUS212-2 FL1oe56.11 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 pef 2/16/2024 HUS28 F07232.6 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 FL17232.8 ESR-3445 12/31/2020 HUS28-2 FL10856.11 ESR-2549 PGT Series 5520 FL243.9 4/30/2020 JL24 FL17232.7 ESR-3445 12/31/2020 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 12131/2020 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-2540 E. OTHER JUS24 FL17232.10 ESR-3445 12/31/2020 WS24 FL10655.109 ESR-2549 JUS26 FL17232.11 ESR-3445 12/31/2020 WS26 FL10655.111 ESR-2549 _ JUS26-2 -FL77232. 11 �LL ESR-3445 -� 12/31/2020 WS26-2 FL10655.112 ESR-2549 3. PANEL WALL A. SIDING __._.�...._ James Hartle Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A 12/31/2020 _ JUS28 FL17232.11- - ESR-3445 - 1.. 1/2020 WS28 FL10855.113 ESR-2549 JUS46 FL17232.11 ESR-3445 12/31/2020 WS46 FL10655.118 ESR-2549 B. SOFFITS Alside Solid and Vented SoRt FL15272.1 - FL15272.2 +70.0/-70.0 pef 12/31/2020 KLEG3 FL17241.15 ESR-3444 12/31/2020 LEG3 FL10667.71 ESR-2515 C. OTHER KST280 FL17244.15 ESR-3455 12/31/2020 MS7W FL10852.7 ESR-2105 LSTA12 FL17244.18 ESR-3455 12/31/2020 LSTA12 FL108W.4 ESR-2105 4. ROOFING PRODUCTS L.STA15 FL17244.18 ESR-3455 12131/2020 LSTA15 FL10852.4 ESR-2105 A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2022 LSTA18 FL17244.18 ESR-3455 12/31/2020 LSTA18 FL10852.4 ESR-2105 B. UNDERLAYMENTS Tamko 151b Felt Underiayment FL12328.6 N/A 10/18/2021 LSTA24 FL17244.18 ESR-3455 12/31/2020 LSTA24 FL10852.4 ESR-210.5 LSTA30 _� _ FL17244,1$ _ - _� ESR-3455 -T 12/31/2020 LSTA30 FL10852.4 ESR-2105 C. ROOFING FASTENERS NOT USED LSTA36 �- FL17244.18 -- ESR-3455 12/31/2020 LSTA36 FL10852.5 ESR-2105 D. ROOF VENTILATORS Thompson Arch Metal Comp. ps P- Off RidgeVents FL16918.1- FL16918.4 N/A 9/9/2026 LTS19�_-- -- FL17219.2 - _-� ER-0200 -- -� - 12131/2020 LTT19 FL11496-3 ER 130 Florida Metal Products, Inc Vent RV10 FL21580.3 N/A 12/31/2020 FL17219.2 ER-0200 12/31/2020 LTT20B FL11496.3 ER 130 Lomanco, Inc DA4 Exahust Vent FL17202.1 WA 7/10/2021 LTr131 FL17219.2 ER-= 12/31/2020 LTn31 FL11498.3 ER 130 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/31/2020 �� 0 U OICU }'p �7W�7�� V/ V ) I `v > O L- f` IC d ICU W Q W Z Z Q J a LTW12 FL17244.8 ESR-3455 12/31/2020 LTS12 FL10456.29 ESR-2613 Botal Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12l31/2020 WGT2 FL17240.2 ESR-3447 12/31/2020 LGT2 FL11470.7 S1M200803 F. METAL ROOF Gulf Coast Supply& Manufacturing, L p ry 0.032 Aluminum Gu11Lok 16 wide roof panel FL11651.2 R3 N/A 4/12/2024 MP3 FL17244.22 ESR-3465 12l31/2020 LS30 FL10446.15 ESR2606 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-26M 5. SHUTTERS FL17244.22 _ ESR-3455 12/31/2020 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-2616 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12/31/2020 Florida Departrnerd of Business & Professional Regulation Paget d2 Building Codes and Standards 3aeno16 Product Approval Application Detail MSTA12 FL17244.18 ESR-3455 12/31/2020 MSTA12 FL10852.8 ESR-2105 6. STRUCTURAL MSTA15 FL17244.18 ESR-3455 12131/2020 MSTA15 FL10852.8 ESR-2105 COMPONENTS MSTA18 FL17244.18 ESR-3455 12/31/2020 MSTA18 FL10852.9 ESR2105 A. WOOD CONNECTORS/ USP Structural Conn. see chart MSTA24 FL17244.18 ESR-3455 12/3l/2020 MSTA24 FL10852.9 ESR-2105 -N ANCHORS Simpson Strong -Tie Tie see chart MSTA36 FL17244.18 ESR-3455 12/31/2020 MSTA36 FL10852.9 ESR-2105 B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 WA 12/31/2020 MSTC40 FL17244.28 ESR-3455 12/31/2020 MSTC40 FL10852.11 ESR-2105 _ MSTC52 FL17244.26 _ _ _ ESR-3455 _ 12/31/2020 MS7C52 FL10852.11 ESR-2105 Mitek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 1/1/2023 EmltYs lets Pals >aa.Pmam Jate lYl21t y aaroif ran sgt Endn.aauease vdldateder Y;tlis»9 e9arsit�a Revision 2017 Guff Coast eupply & Manuhdurkq, LLC. En9 David Denied S. Kuhn Locke Borden P.E. IOM2n017 10MOn0n 10/17/2017 12/12/2017 Approved Category: Roofing (352) 49"778 PE-75519 (334) 300-1800 Subcategory: Motel Roofing In�9uM�deWply-com compliance Method: Evaluation Report tom a FbddelondE Registered ginArchaadorelkansedFlodda Prafesdad Engineer sir, .. ..- ,z.o _ __. :. ,, ,,< :; ' ...: ,.: _ __ w _ _ .. _ r = >, , n QuWkv Amovedfor Use Approved for Use I!>l� 1 " ? ProdueanodaLNumber orNoms g F Lug InHVNZ Z Resident !'� i 0.0321gat;Alumkwm 5V Crimp Mn 0.032&quct 5 V Crimp Awmnum Roof Panel 04M2n024 No Yes N/A -NIA/ over 15)328qud; Plywood-108.5PSF 2 0.032&quot Aluminum Gulf Lole Min o.032&quck Akar�num GUN Lok ISL*41; Wide 04 =24 No Yes WA -NW Roof Pend over 15/ffiBWot. Plywood -116.OPSF - 1 & d� wide Rod o4/12/2024 Yes Yes N/A +N/A6-131.OPS Quy 8n 24 Ga. 7 1 � 3 1&qud,zage p over15li2&grokPlywood 4 %qud;z4ga.VerseLoc 18gwtVassLoc24ga16.58�d:Wide Roof Pend o4/t2na�z4 Yes Yes WA +NIAr over 15421l Plywood -138.5P3F S 1&ghat;VasaLoc.o32aq,rat:AarNrnum tigwkvarsaLacmin.o3z6qud;Ntrriwmwar o4Mzn024 Yes Yes N/A +N/ry 15nzaqud:P►ywood-101.OPSF 6 1.5&qud; 2492. Gulf Snap 1.5&quc0 Gulf Smp 24ge. 16&q� Wide Rod 04/12n024 Yes Yes N/A +N/AI -w-'werISM&Wd;Plywood-116.OPSF 7 1.5&qud; 24gs. VareaLoe 1.5&gwt: VeraaLae min 249a. 18&quck wide Roof 04/12n024 Yes Yes WA +N/A/ panty over 15/d2&qud; Plywood-123.5PSF 8 2&quct 24ge. Magenoc Min 24Go- 2dqud; Megaloc 18&quok wide Roof 04112DO24 No Yes N/A +N/A! PandovertuNLoud;Pywood 9 24 Ga Gulf Lok .GuH Lok 16&grd; Wlde aver l5lS28,grok 04/12n024 No Yes NM +NlA696.7PSF Plywood 10 24Ga, Guff Seam Min 24Ge.GulfSeem16&qud;WideRodPand 04/12nO24 No Yes WA +N/AF93.5PSF vnrlx4Wood GuffSe Seam, &qud;qua:Pyroad 11 24 Oa Gulf Seem Men 24 Ga. Gulf Seem,1 3/4&qud; Step Look• 04(12n024 No Yes WA +NIA! 18&qud: Wide Roof Panel over 15/32agwt: Plywood 108SPSF 12 2e Ga 5V Comp Min 26 Ga. 5V Crimp Rod Pawl over i5R28qud: 04/12n024 Yes Yes N/A +N/AJ P�,�-156.5PSF 13 26 Ga 5V Comp Min 26 Ga. SV Crimp over 1502&gtwt Plywood 04/12n024 No Yes N/A +N4V-131.PSF 14 26 Ga SV Crimp Min 26 Ga. SV Comp Rod Pared over tx4 Woad OM12n024 No Yes N/A +N/A/ Purling aver 15l32&qud; Plywood -756.5P3F 15 26 Gan Gulf Lok AM 26 Ga. Guff Lok 168quot Wide Rod Paid over 04MU2024 Yea Yes WA +N/A! 15/d2&qud: Plywood -161.OPSF 18 26 Ga Gulf Lok Min 20Ga. Gulf Lok 16&quot Wide Roof Pend over 04/12n024 No Yea WA +N/AF63,SPSF 154Mqud: Plywood 17 26 Ga GUNPBR Min 26 Ga. Gulf PBR Rod Pad veer 15/,124grd: 04/12/2024 No Yes N/A +NlA/ plywood -154.7PSF 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 -Crate Corp. High Strength Concrete Lintels FL158.1 N/A 5/21/2022 MTW18 FL17244.8 ESR-3455 12/31/2020 MTS18 FL10456.35 ESR-2513 Commercial Concrete Products, Inc HI Strength Concrete Lintels y� FL1774 N/A 5/25/2024 MTW20 FL17244.8 ESR-3455 12/31/2020 MTS20 FL10456.36 ESR-2513 MUGT15 FL17240.5 ESR-3447 12/31/2020 MGT FL11470.9 SIM200803 NFM35X12 FL578.2 Evaluation Report 12/31/2020 MBHA&56/11.25 FL13904.6 ESR-2616 NFM35X16U F 578.3 L Repo Evaluation Report 12/31/2020 MBHA3.56/16 FL13904.8 ESR-2616 PAU44 FL17239.13 ESR-3449 12/31/2020 HDU2-SDS2.5 FL10441A ESR-2330 _ PAU66 _ FL17239.13_ -�� ESR-3449 12/31/2020 GLTV3.516 FL10667.8 ESR-2615 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following , � ._,... Information must be available to the inspector on the bsite- 1 co of the product approval, 2 l � JD r } � � � } r - �.-____ .___.-__._..__.____vs- -_----_-----._...___.. i_ ._.. t i V I_. _.___. r___ . _. v._,........ _.-.._ __. .�_ ._.--. .__.__._._,_ __ _._ _ ._._.__ .__....,_,..__ _- _.__. ,_. _-„._.___... _._ _... _____. w.__... _..__ _..___._, _,...._.._ APPLICANT SIGNATURE DATE w_..._,-_.__....,...._.. �--__.._>. _.__... ,....._.._,_.._<......-.._.__._-___..___...._..»....,„...,��_.....:�.-,.�-,:..>m.>,..._,__,�...._,._-._.>._.._._.....,„...o.,.,,.._..v.._..>._._.._„..,_,•....,:...u--.._,_... __.-..,__..,..._.w..,.,_,.......-.ir,_,..__._...___._-_...___".,..„-.....,,_M._,...._ i__.....................,��.._-.�_._...-. �..-..__..._.__.r.-_„_�.d _ -__ PIiD2A ,T FL17219.3 u ER-0200 12/31/2020 FGTR FL11473.2 SIM200802 -:_.-.-_..___. ...__ PHX J3516 _. FL17241_20 ESR-3444 12/31/2020 CS16 FL10852.1 ESR 2105 RFUS FL8223.5 E�aluatian Report 12131i2020 H1 FL10456.5 ESR-2613 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-2513 RT16-2 FL17238.2 ESR-3448 12/31/2020 H10A FL10456.6 ESR-2613 RT16A FL17238.2 ESR-3448 12/31/2020 H3 FL10456.13 ESR-2613 RT3A FL17236.3 ESR-3448 12/31/2020 H4 FL10456.14 ESR-2613 RT4 _ _...--- FL17238.3. ESR-3448 _._.._. .- 12/31/2020 H5 FL10458.15 ESR-2613 RT5 FL17236.3 ESR-3448 12/31/2020 H2.5 FL10456.11 ESR-2613 Rrl FL17235.3 ESR-3448 12/31/2020 H2.5A FL10456.12 ESR-2513 RT7A FL17236.3 ESR-3448 12/31/2020 H8 FL11470.3 SIM200M RTSA FL17236.3 ESR-3448 12/31/2020 SP1 FL10456.41 ESR-2613 SPT22 FL17244.30 ESR-3�f55 12/31/2020 SP2 FL10456.42 ESR-2613 SPT24 FL17244.31 ESR-3455 12/31i2020 SP4 FL10456.43 ESR-2613 SPT4 FL17244.32 ESR-3455 12/31/2020 SPB FL10456.44 ESR-2613 SPTB 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 _ v ESR-3455_ 12i3112�0 SPH6 FL10456.47 ESR 2613 SPTI.16 _ FL17244.32 _ ESR-3455 _- 12/31/2020 SPH$ FL10456.48 ESR-2613 SPTHB .._._. FL17244.32 .._, ._3455...,��_.. 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