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HomeMy WebLinkAbout3137 Lytton Hall DrORK S14ALL GO,APLY %KITH PR'EVAIL"" S CODEcorn LORIt),A E36LOINC GOOF` rw CODE, NATIC►�AL irLEGT Cp HYRHILLS p�{�p THE I't'V ,'',� �,y. ORDINANCES 7"VO G1�Nra ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Fir. Floor RA or R/A or RA. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Rad. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handier Unit FR DR French Door RECEPT Receptacle ALT orALI Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Footl Feet REINF Reinforcing BF Bifold Door FTG or Fig. Footing READ or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fred Glass RM or Rm. Room BLK or BLK. Block GALV or Galy. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, R/SH or R&S Rod and Shelf BOT or Bot Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SO FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SO or Sq. Square COL or Col, Column INT or Int Interior STO Storage COMM or Comm. Community KMIALL or KNVall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or KS. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont, Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded, Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. D•iameler MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam UNO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V orv. Valve (shower or tub/shower) DTL Detail MW or MICRO Dr Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverler Valve (plumbing) OE or O.E. Owners Entry VL orV.L Versalam DW or D.W. Dishwasher OPNG or Opn'g, Opening VTR or VTE Vent through Roof I Exterior EA or Ea. Each OPT or Opt Optiortal W orw Washer ELEC or Elec. Electrical PC Pull Chain W/ orw/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or WA. Wedge Anchor EQ Equal PH Phone WC or WIC or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW. HDR. Window Header EXT or Fact. Exterior PLF Pounds per linear foot WH or W H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit Ht. Plate Height WM or W.M. Wall Mounted (plumbing bl re) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proofing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Fir. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-8-15 2.0 ADDED VAULT. CLG. 12-28-17 3.0 2017 FBC UPDATES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. 08-27-19 4.1 ENG. REVIEW FOR 150—C MPH 09-20-19 4.2 ADD 8'-8" ELEV. FOR TREVESTA 12-12-19 4.3 ELEV. B EXTEND ENTRY SLAB ImENN/�R� 1941 INDEX OF DRAWINGS I SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN MONO 7 ROOF FRAMING PLAN 8 LINTEL PLAN AND DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals dear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site: The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. IIIIIIftt 0§7 �RD WN Q) rY i slrt;Ste=• 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 eth Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O papp 1 N O LQ= CDO pr M M CDJ Co LL as „ •� LL .� W W LL LL 0. O. Q N bi M >0LL W y j as Y Z 'S co ° OC W m29 Ern m°0o0 po Q aO Z L <Ne Na0z at -J Z 0 ❑❑❑❑ W N Z Z z g - 8 N N z ;8 z � _v' N �f� LL.' 0 r.0 P (A c '® U = 8 �0 M z� w 0.LJ- a� E a E =z oa ZCL OQ N z fCZ W Z Wo ,swno r� `W o V W) U oLL yW O Jz �W 0 �M = > rn m 0 W 00 ■> Q O C — co CD T 00 � M N T i 1"' ZE 7—y pry c Z a U Q p JOB NO: 20-0553 SCALE : AS NOTED SHEET NO. C S A 0 ' OWNER'S SUITE 8'-0" CLG. CARPET I iv 17'-8" G TYP @ 1 STORY rA_'� 1L ] 5'-1 7' (3) 2x4 #2 SPF w/ DTT2Z @ BASE I 4'-0" I I I I I C71 = I O � 2:12 VAULTED CLG. io I 4'-0" 1 V-7§1 I I R PATIO CAFE VAULT. CLG. 000 CARPET C � i 00 i i AC PAD i � I H.B. FAMILY RM 9'-4" CLG. CARPET i I I I I I 6'-10" I I I io 6 60"x36" 101 MEN 0 0' INEN !� 11 ria:1 � �1 ■■■■■1� 29' 0 5-SH c) 6" DP-- R.A. -10" W.I.C. 8'-0" CLG. CARPET °n 7'-8" 2668 HANSON BOX @ 36" A.F.F. DRYER VENT --- THRU ROO - R&S 4'-7" 8'-8" (J• rl I H III A,nRft R F III OPT. I REF. --I- NT Y 0. w ' =W CO =LAT L ATH 16" DEEP BEDROOM 2 8'-0" CLG. CARPET EGRESS O 1=7" 3" 1'.4" H.B. BUILDER TO 1----------- N PROVIDE W.H. APPLIANCE I I I I I K TYP @ 01 PROTECTION I I I GARAGE WHEN REQUIRED I I I OPENING PER FBC I I I I 2 CAR GARAGE 8'-0" CLG. 20'-0j. I I I I '78 I I � I 8 I I I p I I EDGE OF SLAB 2" BEYOND WALL I I pQ I I T K � S3 I W I I I > I I O I 11 I X I I I l l I I I I I I I l l l I I I I I I IJ �I I I I liliV�l I I I I Ilx - I NOTE: FINISHED I I I I ut Q WALLS TO BE FLUSH. VERIFY IN I I FIELD. I I K CC -D --- ----- 1 in S3 (3) 2x4 #2 SPF w/ S3 G.T. DTT2Z @ BASE - F o r � O et My F4 3068 = 9'�L ' C ENTRY 10--lot, 8'-0" CLG. v rn - �1■■■■f•■■ �J111111111111C]IIIIIIIIIIIIC]11111111111,;; 5'-4" El i BEDROOM 3 BEDR80M 4 U-10, W1, CARPET CA PET ■w��� End 01 TYP ��■■■� STORY , e FIBERGLASSSURROUND• 11 25-SH EGRESS O 19, 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) -1 314" X 9 1/4" LVL 2.0E Fb=2600 PSI LVL 2.0E Fb=2600 PSI (2) -1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required ' VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED *" SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 J X 25 1 S.H. 13 20X38j 18jX37j S.H. 14 20 X 501 18 J X 50 S.H. 15 20 X 63 18 J X 62 } S.H. 16 20X72 181X71j S.H. 11­12 271/4X26 26X25} S.H. 1 H3 271/4 X 38 26 x 37 S.H. 1 H4 27 j X 50 1 26 x 50 S.H. 11-15 274X63 26X621/2 S.H. 11-16 27JX72 26X711/2 S.H. 22 37 J X 26 36 4 X 25 1/2 S.H. 23 37 J X 38Ii 36 j X 37 3/4 S.H. 24 37 j X 50 1 36 j X 50 S.H. 25 37 X 63 36 X 621 /2 S.H. 26 37 X 72 36 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 WIDE S.H. 32 54 X 26 52 } X 25 j S.H. 33 54 X 381 52 J X 37 i S.H. 34 54 X 501 52 J X 50 S.H. 35 54 X 63 52 J X 62 } S.H. 36 54 X 72 52 J X 71 j S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. ETIE 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 518" 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 112" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" OA +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 O +28.3 / -36.4 �E +26.6 / -28.0 OF +26.6 / -32.2 OG SEE SN SHEET HO SEE SN SHEET 'j 40 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE F +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 11131" (TRB) 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 FRONT ENTRY 24 TOTAL AREA 2376 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED FLOOR PLAN E L E V B 1 ON FRAME 2 x R-1KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION JR-11/R-13 KRAFT FACED SCALE: Y4r=l r-On (GARAGE / LIVING) ryf��'i ,`����111111111ttt/ 0 W *r c�i d J Q 14 .r = U v ••• di.t:.. To the best of the Engineers knowledge, information and belief, the structural tural 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 Engines signature and seal. W N �E �8 M N" C# LL LL W LL LL a a Y Z � O Q Cm m W ILW�`r 2 m 2 ��� rnco ¢ a O _j ppo N NQMZ CS 1= J Wv ❑❑❑❑ 0 � V z C-4 z� Z� Q a U) NZ 0 N LU �N o tJ Q " 0 r o M w� Q C• ao ZQ C a: >_o m �y C �Y Rio m� o gLL >�Z z t)I J u, ow 0 �U W 29a ii LL CJ U� ^ T O C1. [ CD T 04 04 11r"- 2 00 Cr N T E T M iri o Z Z o O rn v :: c a. U Q p JOB NO: 20-0553 SCALE : AS NOTED SHEET NO. 1 VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES / w oc MEDICINE CABINET 00 OQ OQ O > (V > M M M co KITCHEN ISLAND 24" TOWEL BAR ON WALL ABOVE TOILET i TOILET PAPER i HOLDER =111111911 O CV KITCHEN 4 co 0 (V OPT. REF. q CO) OWNER'S BATH NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS TOWEL BAR ON BATHROOM WALL SHWR. SHWR. CURTAIN HEAD ROD tn-- TOWEL BAR IN TUB OR SHWR. SHWR. a o— VALVES SOAP CD o DISH t LO 0 M O TUB BATHROOMS, SHOWERS AND TUBS DOUBLE RODS z SINGLE g ROD a w a w o 00 = t t io C7 ^00 - U LO CLOSETS / LAUNDRY KITCHEN T 00 0 M F-fr MIRROR EA -ff Emir OWNER'S BATH MN i Q n INTERIOR ELEVATIONS 42" H UPPER CABINETS 36" H UPPER CABINETS 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT o BRACKET 36" H BASE FINISHED CABINETS - o COUNTER TOP --, Will H BASE 00 a id C°n 0 2x n' U? 00 FRAMING t t T � i� � W 1 /2" GYP BOARD - T FIN. FLR. SHELVING CABINETS - N&A r�tV O - O N N N FIN. FLR. _ Ul SCALE: 1 /2"=1'-0" NMI ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1 /2"=1'-0" I { p t G�! 7p N �/ O r s • is To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is orgy for the stnktural engineering portions of the drawing pages bearing Engineer's signature and seal. = E 00 8 a (rpm O r N C� N LL W 9 d% a � LL LL LL a d ,6M W y NCu-3 4'OW O z Q a- � O Y g O I- O W ro a;S_ tY m o �mo�ro 00� O MET;; � Z ILW p 9 FM' OF— z A J 06 ❑❑❑❑ W z p z a v J Cl) d N V,z'^ W W � V)LLJ _■ z0 S, aco Cn CC"I C7 z O LL w� go �gg aN �® U V �a z =, O z O N i az °do ao �a az yd„ tC C .2 U m� o Oz Z z � N "r "m a ° aw �z U �W O aLL y FF S co 25 o m 1M L to •> 00 d• CL C s m CO FF— a _ � o N r .= = 00 i rol", cl r Z � e E O ui a U � Q p � JOB NO : 20-0553 SCALE : AS NOTED SHEET NO. 2 8"x8" SMOOTH TEXTURES CORBELS 1" x 9" SMOOTH TEXTURED 12 _ 12 FREEZE BAND 5� 5 HEEL — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ---- -- LJ M F30 12 T.O.M. HDR HGT. — TEXTUREDCEMENTICIOUS ❑ ❑ co FINISH ON C.M.U. (TYP.) t0 F.FL.----------- l�J------------------ —a 12 5� FZ14 +3" SMOOTH TEXTURED BAND 14'-0" RIDGE VENT 12 �5 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 1' 0" --— — — — — — — — — — — — — — — — — — — — — — — — — — — — — —_�-- —�--- 1010101010101 IN, MINIM] NINININ FRONT ELEVATION — B1 12 �5 SCALE: 1 /4"=1'-0" 7'-0" RIDGE VENT 3 TA13 SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS LEFT ELEVATION — B1 SCALE: 1/4"=1'-0" T.O.M. HDR HGT. .TEXTURED m CEMENTICIOUS o0 FINISH ON C.M.U. Co (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 then 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. _ t { IN IV •� Q U O ' S O '1 O' E S S "Mill Ill M% �r To the best of the Engineer's Imowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N Q E �8 `r°v m CSC' N 0 CD Mr-J LL ti N ENO lL �J��MM LLwa W 5LLN 3 Ee a N ' M LL ' Ce Lu j as Y 0 0 W?T �0 mo a,S 35 XQ o uao 7M �Z J Z j W 0� z � z Q a aX 0 w o U a o L'j' fn yzu') c C) 0 Of a w � cc M z W zM J l.L EE E o io w� �° Z• _ X� oa v7 U Z O L$ ip x� ¢z Wmi a3 C iLL Z u� �� WLL d ]oz U ~gg C > 25 v 3 yM > d' � ui rn 120 O `W 00 ■' > T C m 2 N_ � ■ J r` Lo r 2 00 M N T r r T M c Z Z E Q 0 N aj c n� U _J a p JOB NO: 20-0553 SCALE : AS NOTED SHEET NO. 3.1 N 1" x 9" SMOOTH TEXTURED FREEZE BAND 8"x8" SMOOTH TEXTURES CORBELS 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. -- i HDR HGT. TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) c a TOM 12 5� 12 5� 12 7'-0" RIDGE VENT 5� -0"�� T-1 EXTENDED OVERHANG TO BE CENTERED ON DOOR 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS REAR ELEVATION - 61 14'-0" RIDGE VENT TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) 12 �5 -------- - ---------------------------------------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - 01 TEXTURED CEMENTICIOUS FINISH ON C.M.U. 2'-0" 01 (TYP.) ------------------Y--1-------------------------- +3" SMOOTH TEXTURED BAND RIGHT ELEVATION - B1 SCALE: 1/4"=V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall Include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. x O W N U ; �o �FQ� i • 5� F L .� V91Z ROFESSIOX%t � To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential eth Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. OOO 8co SCS N 7■ O in> r- N C N u- U. -5 �W Wu� L-LJ LLLLa a Wrn ce aw S LL 1L Z vtn� M Rs W 19 mo�fO Z LL0 W Boa° CD p rn l¢aY0 y Z N C4Z UR 5 ° ° ❑❑❑❑ W 0 5v z" z z � Q m d. N N th Z V '^ O .0 L J LJ o a OW to �N rz EQ � LU S rn W 40— Cl) M o � E E ZO �Z � 3• i. f0o XU i oa U p E C,4 1a o go Z �Z ra ui cl E ><ULL 3ix J� '<W �Z v� g o U az W �LL o� d' ZI� , 6 U a; L � \ 00 m to ca C O O 04 n N tY T r EZ T y Z C l0 O E fl c C a. V J fg Q ❑ J JOB NO: 20-0553 SCALE : AS NOTED SHEET N0. 3.2 2" VARIES 1'-10" 1#" CAP CAP T-- 1 2" *NOTE: N FOAM TO BE USED 1"RADIUS Cl) ONLY WHEN ^ 1/2" RADIUS REQUIRED BY _ 31/2" RADIUS M COMMUNITY ^ = 3/4" RADIUS 1'-54" Z.t co SPECS. IF NOT, Na CO DETAIL TO BE 1" 2" OPENING VARIES 2" 2" ``) BUILT W/ STUCCO. N 1/2" RADIUS 1" 4" VARIES - 1" 1n EDGE OF �,N 1'-0" 1w OPENING _ VARIES 21 VARIES " o 1 " 1-4„ 1 n M 1" VARIES fV 1" 1 1/2" RADIUS 4" 411" 2" 4" 4 � � r � 2 1/2" RADIUS � f ` _ N �� � z co ZD n h = VARIES 1" �z 11 3f� N �N 3" 2" 1" 1„ 1° BASE BASE *)4 4n 4I • N 1'-0w 4" N ti N N 1" 1� o *NOTE: IP VARIES 8" 2" FOAM TO BE USED 3„ ONLY WHEN _ REQUIRED BY r 1'-6" � COMMUNITY 1" SPECS. IF NOT, 1" OPENING VARIES 2 ' 1" 1'-4" f(— v DETAIL TO BE 2„ BUILT W/ STUCCO. 24" • EDGE OF OPENINGru 6„ T 3w • = 1-1 /2" THICK 1-1 /2" THICK To the best of the Engineer's knowledge, information and belief, W Q the structural plans and specifications contained within these „ „ N drawings comply with the 2017 Florida Building Code - m 4 1 Residential 6th Edition. Engineers signature and seal is only for rn 10" 6" , the structural engineering portions of the drawing pages bearing Engineer's signature and seal. �" z N 24 W T 8 N N & LL f1 r r M Of N O J2 LL J W d t di -NCNj S W W j CDC � LL 25 � a T— fA Y c r;D ai c ii ° a o e = 13 0-Z vc�n� z 0 5: .0 - c 2" 4„ 3" 6" N w w= W g rn a c o' t o CV 2" 2„ � Z 0).g N O I O y I Q Q A a m z m W 1-1/2" THICK c� 1= � 24 = � z 1'-10" ��� 1 -5" 5�" c " 1'-4" 3' to z z N oo M fQ Lu o q# . V - N 1 VARIES VARIES 0 Lu 1„ N V � 3 � 2" w Lij VARIES VARIES c �0 N • Q so a = n _ v }}} 4w 8"8"" yr 1" C_11 c T W O'I _ 6" 4" KEYSTONE F11 0 = KEYSTONE F11 co 00 i w a OPTIONAL T OPTIONAL 9 E Cz 00 in Rs* is Q 44■ R4* 3 N z i -�- 4" GARAGE DR. OPENING 4" " 4 4" WINDOW OPENING 4" °= <Z m8 2 11 (n r- U Z LL GS iz O Q W c 2 NOTE: o H ~; • INSTALL OVER STONE, TYP. � � 8 � VARIES • FIN. TO HAVE TRADITIONAL LOOK &SMOOTH FINISH W o • • • FOAM/ EPS MATERIAL IS j NOTE: ACCEPTED o w� �_ iR U 3 •FIN. TO HAVE TRADITIONAL LOOK & 2'_1„ 1'-4" o M = o SMOOTH FINISH 1a" "164," 2" • FOAM/ EPS MATERIAL IS ACCEPTED 54 1'-1g 54' > �■ 3'-8" 7" �, m ii' 4" 3'-0" 4" ^L` 1w 10" 1'-4" 10" 00 c cm _ '� ■ = go N AQ o 0 n z fV �+•" m i NI LZ z r c 1" 1 0 2 � C O _ . = N O N = 00 M N r `I O o E ui z E LD �s a � 1" Rro" 1" JOB NO: 20-0553 1" SCALE : AS NOTED GENERAL NOTES: SHEET N0. z � • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) F1 Eli 6 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 #14 copper to lights & outlets #12 copper to 20 amp ckts C10-2 copper to WH 070-3 copper to Dryer n w vo a 4/0sER Alt, 200 amp 150 amp POWER CO. FEED sooE#4 INTERSYSTEM Bare Cu Ground BONDING UNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 14, 250.94 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 smoketcarbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped With a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and Windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2014 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The Width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET FF DUPLEX OUTLET ABOVE COUNTER WP WEATHERPROOF DUPLEX OUTLET OGFI GROUND FAULT INTERRUPTER DUPLEX OUTLET 4 HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH 13 THREE-WAY SWITCH FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE 1-0 WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE +PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN �O; EXHAUST FAN/LIGHT COMBINATION 11 ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) i9 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 LL ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN 69 (1) PHONE LINE, (1) DATA PORT C.M � Y CAFE OWNER'S SW� ITE T / ROUGH -IN FOR / / OPT. CLG. FAN/ LIGHT PRE -WIRE I 1 I � I I I I I t I I I ` FAMILY R M , �,2 / I G � ROUGH -IN FOR I OPT. CLG. FAN/ I LIGHT PRE -WIRE I U.C. OUTLET I FOR DW I U.C. OUTLET I I I I GFI Lr / GFI C—---------- GFI �— —� D.W. I / L--_Ja / 1 INK / DI. /PENDANT AS \ PER SPECS \ / r AC PADdb / WIP H.B. GFI DISC. DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS I OPT. REF. 14 --rt— RECEIPT. VERIFY METER FOR ALARM LOCATION WITH SYSTEM \ BUILDER H.B. �� YIRRIGATION _ -----------1 VERIFY LOCATION --` GFI @ 44" A.F.F. W H ELECTRICAL PANEL I O I W.I.C. \ 2 CAR GARAGE I I I I GFI FOR I GAR. DOOM 1 GFI I GFI @ 44" A.F.F. I I I ------------1 I I n l I 0 T. OPT. D. I L------------ AHU ( GFI @ 44" Jk A.F.F. BEDROOM 2 ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PRE -WIRED y / N\\ BEDROOM 3/ ROUGH -IN FOR OPT. CLG. FAN/ \ LIGHT PRE -WIRE C.M I I ENTRY ' I I I I WP I I BEDROOM 4 1 \ �ROUGH-IN FOR IL-t OPT. CLG. FAN/ \ �* LIGHT PRE -WIRE ELECTRICAL PLAN — ELEV—B1 SCALE: 1/4'=V-0" r n t .t 0 0 N N 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residentiel Bth Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages hearing Engineer's signature and seal. 00 Q LQ con N t- G# 00 LL J Lu YI -, °' tu_ a. LL awy� 0 � a o 0� Z 9 �oE0— �$o� �F Z usW�'O' 01 N O¢ co 7 NaMus Z O U ►- -A Ut M z � z J Cl) V1 � zu � o ri 4-J y OLu V) (A c v m U Q . 0 s o0 y W 2 M U_ E i '■ w 02 a ao OV uj!i RU oa 00 Z — O &a$ gz Wz a:o� ro C� 0 ZLL Z (� Q� J N 6 W f n o o a W d W LL �& N J S2` zl°d 0 3 rn m 0 \W 00 > T 32 4 O CL ^C W 2 c o CN cj- ■— T P, � r 2 00 M N EO T T Z E 13 to co a E 0 a; Q o 3 JOB NO: 20-0553 SCALE : AS NOTED SHEET NO. 4 ATTIC VENTILATION CALCULATIONS - B1 (TRB) ATTIC VENTILATION REQUIRED I UPPER VENTILATION PROVIDED 11 1/150 Rule 1/300Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev) required needed required soffit by upper needed ventilators Main 1 21.00000 2.000000 Floor 2377 2282 326 1141 81 570 0 591.0 (Zone 1) 315.0 276.0 11 "NOTE" GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN - ELEV-Bl_ General Notes ROOF CRITERIA: IS 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. Is Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by save or comics 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. V11111111111////h/� OWN .�`°•`\0 . 0 Iro OF� r U �O A • . I 5 •� s��7,�0 E E S S\O; «rlllttttt�� To the beat of the Engineers knowledge, Information and belief, the structural plans and specifications contained within #mess drawings comply with the 2017 Florida Budding Code - Residential eth Edition. Engineer's signature and seal is only for the structural tural engineering portions of the drawing pages bearing Engineers signature and seal. W o 4 A0 &_JLL 0 CS 64 "' ak ni , ,, LL rn N J TU w CL LL LL rn 13 r> '•' ��LL W aw�� a Y 13 Z ���' WAS 0zz° ccm0 LW W Z l0 O n G 'ro0?�rn onJ O QC[pQQ�1 ao N¢ M z J Z �� F ❑❑❑❑ W 0 z , z iz- ¢ g a � to u. SrR�N fV U W p a OW w r N � � ib V lit < coW M u z�J io a ao Za m V z 8z E8 z DItE N ao& .0 CB W tq U g WLL o U Nk 2 LM L T 1c 00 � T m Ccc CO 0 N 0) T n T i CO M N r r T E T M iri o Z E C) E W d 0 � Q p JOB NO: 20-0553 SCALE : AS NOTED SHEET NO. 5 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 SIN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WVVF PLACED IN 1/8" SAWCUT x 1/4 SLAB 55'-10" 1'-7" 7-7" UPPER 1/3 OF SLAB THICKNESS WHERE 3" OR FIBERMESH SHOWN ON V-6" 6_785= 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" V-283" 7-181'-4" REINF. SEE PLAN. FOUNDATION PLAN TYP @ 1 STORY LU U.N.O. 3'_O" r-� cW a A S3 H.B. � = r---------� --- �� ° -- ° --------�: — -- BUILDER TO �— —(2)#5REBAR � I ; : 4'-0" 12'-1" ; W.H. PROVIDE VERTICALS w/ in APPLIANCE FILLED CELL O I 0'-0" PROTECTION I WHEN REQUIRE D I ■ I PER FBC I • 35'-4" 20'-6" 16 3-1/2" MIN 3000 PSI CONC. � SLAB FOR HERNANDO /K N I J toI COUNTY ONLY '' S3 S3 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 MIL VISQUEEN 2'-7j" %i'-9" 4'-10" _ VAPOR BARRIER EDGE OF SLAB 2" - ■ I I CJ :: I GJ BEYOND WALL I CJCT ( o T V-3" V-11011 3'-6" 0 l: o ■ .. (2) #5 REBAR J . r.:................. �`* VERTICALS w/ in — I I `� I ; ; PT. OPT. D : -31/2" I I ih FILLED CELL 2'-6"x2'-6"X1'-0" FTG G : SLOPE % W/ (3) #5 E.W. S3 �..._ _.� �� S-5" T-1" (2) #5 REBAR 2'-6" x 2'-6" x 1'-0" I I AHU I TICALS / to I W/ (3) #5'S E.W. TYP @ 1 STORY U.N.O. A I iv / • K S3 CC S3 PICKED CELL = S3 CJ I Sao 25'-1.. 9_r21.. . . . . . . . — — — . . . . . . . . . . . . . . . — — — — — ■ ■ •- r / 2'-6'W2-6'X1'-0" FTG 5'-3�� W/ (3) #5 E.W. = I -4" I L r (2) #5 REBARKi I INDICATES FILLED CELL w/ 3000 PSI I CONC. GROUT FROM FT. TO BEAM / %' / I / c� PROVIDE Y2" x 9" RECESS FOR FRT. OR � SLR VERTICALS w/ inW/ (1) #5 REBAR VERT ABOVE SLAB / i' HVAC CHASE TOP OF CONC./ PAVER T BE 4 �- " 4 0 4'-4" 4 6 - " FILLED CELLTYP @ ALL PLACES SHOWN / BASED ON 0'-0" BELOW FIN. FLR. ■ .....;:... ■ ■ ■ ■W/ HOOKED FTG.DOWELS 5" EMBED I / iLOCATION I ........ ...... 25"EXT. ABOVE SLAB "GRADE 40STEEL".4'-0"/16'-10" ;:;:' 12':10"c t ASPROVIDE //STEPS 1 Y" RECESS �/ ' ' ' ' ' ' ' PER FIELD SGD. REFER TO MASON'S SLOPE FOR / / KITCHEN ISLAND LOW WALLS OPT. . '. " ..... """ ' " .. ' ' 10'-10d' ,�REQUIREDFOR I CONDITIONS ■ WIDTH / i i/ CJ F------ — — — — — — CJ REF. �—�.1 CJ : CJ—+�'j ■ / —_ �— — — — — — — — — — — — — — — — —-- _ _ _— _ _ _—_ --_---- -- —a= — I ° I TYP 1 IF-- l CHASE TO ISLAND j t . I STORY U.N.O. iv o D.W. I I lit A I / I L� _—_ J— -- I :: I :: Ilj S3 's ;trn in 'n I / SINK / DISP ; ; t t co I I 31/2" t 2'-94" 4 t Cl) L .......... ....... vKn _j ■ ................... ■ ■ ■ ... ■ ■ ■ • ■ ■ ■ • • ■ .1 .1 ■ ■ ■ ■ H.B.; 1' TYP @ 1 STORY U.N.O. A S3 2'-10jU" 1 5'-11 5.4„ FOUNDATION PLAN MONO - ELEV-B1 SCALE: Y4'=1'-0" CONTROL JOINT DETAIL SCALE. 3/4 = 1-0 45 CONTINUOUS REINF. SEE FIND. 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 0 W N �' r1 • Ci �np � N 4' A. .:. d =Ut R. • 5 • 0 C)�'4oFESS\o ltl!l111 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W ao E $Q8p`�'c�i V M N N C * LL LL a� M LL .� LL d G. N M W ai w LL a (L Y j 13 Q CL i Z p a u) 5 X r- W�:C'4 mho 'moPtD : 2 E cP a W IL"j. o mod. N O 0 N N a M Z OF z J L) ❑C]❑❑ W R Z N (h z g a a � � Z M t'6 N wFj Tr• 0 W rL v ZD (10 ® U by o ¢� o W M _0 o� z ;. oo _® E O QS= X� oa z O E as ouoo K (;Ctip C � 2oz U ym o 2 Y z N J Z g�Z o u W� NLL o w` �o CD m w� Z�4 u NM � 120 •> 00 �■� > T CL C m r 0 04CNI Qi ■� p r� ■Tv� = 00 J n i N cl T T r E M o Z E Q C m .0 E a U 0 ¢ p � JOB NO: 20-0553 SCALE : AS NOTED SHEET NO. 6 w t UPLIFT CONNECTION CROSS-REFERENCE IARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 - 10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1870 1585 10 -10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 1 10 - 8d x 1 1/2" D H3 1 400 320 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 518" 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" HTTS 5795 518" ANCH. /(26) 10d x1-1/2 K HD36 * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 — 2 - 5/8" DIA. BOLTS L HD5B * 4505 3785 518" ANCH. 314" STUD BOLTS TDX6 5350 — 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 314" STUD BOLTS TDX10 10140 — 4 - 7/8' DIA. BOLTS N LUS26 1165/1060 ** 1005/915 `* 8 -10d x 3" JUS26 1000/1080** — 8 -10d P HUS26 1320/3235 *" 1335/2820 ** 20 -16d x 3 1/2" HUS26 2035/3400 — (20)16d x 3-1/2" 0 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/ 17 EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 1 22 -10d x (1) 5/8" ATR w/ 17 EMBED w/ USP CIA-7000C EPDXY V LGT2 2030 1750 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1550 1550 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-1 Od x 1 1/2" SP1 555 535 10 -10d SPT22 735 8 - 10d SP2 1010 605 12 -10d SPT24 1090 12 -10d HCP2 1 590 1 555 1 12-10d x 1 1/2" HHCP2 680 570 (20 10d x 1-1/2" ' MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT RECI'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 19.7 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 (+1- 6') "FASTEN EACH (e) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT I-). 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 5'4r ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. REFER TO SG2A/ST3 FOR ADDITIONAL EMBED ANCHORS (A) OR 2 PLY BARRIER SEE SHEET D-1 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-B1 SCALE: %4'=1'-0" t i \�`\a`,Old\f11 VPOWN .. ti Q 1 �rC 0 SS \Q lift/t118{i�tt To the best of the Engineers knowledge, information and belief, the shictival 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 stnx;Wral engineering portions of the drawing pages bearing Engineers signature and seal. I- E �p pppp Epp � �O N N i• �k OCCll J J LL� VVV�l11 LL LL W a W N c6 w vi m i ii a Y Z 0 ay ayrn M g m w m 0 j 2E°'cr Boa CL "j ILW N z 0 � ❑Do❑ W Ur RZ t Z r; Z g v rZ N NcDL Z � "V LOLI � O W P L v I U _ • c M W J E O SIG QCL M X' � 0 z N� K q�yQQW&W� r L n7 CO ao m� O Z J cry aw 8 O O �w J H EN M IM � L Id 1c 121) "> 00 d' 0 0 Q T N 00 M N r m z V r O M z cc c a E 0 ui ¢ a JOB NO: 20-0553 SCALE : AS NOTED SHEET NO. 7 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed Joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4, U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/37 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 verltcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load �� . O a e vertical load Safe horizontal load -- GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 8F44 1B/1T8F401B/1T 8RF4OOB/1T 8F321B/1T FORM dt GROUT SOUD � J �U ° #5 BAR CONT. 8F12-1 B/1 T "V" LINTEL DETAIL SCALE - N.T.S. IN MI F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 8 F 16- B/ 1 T tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT v MATERIALS c-1—T precastiiMela = 3500 psi. 2. rc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 rg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #SREBAR AT TOPALTERNATE POWERS aD MIN. (1) REQ'D LEAR STEEL LINTEL e ° .M.U. df5 REBAR AT TOP • • A MIN. (1) REQ'D d 1-1/2" CLEAR a- GROUT D D _j Q LI U n ytn�¢ d C REBAR AT rn W — BOTTOM OF F � LINTEL CAVITY () � m 1 —BOTTOM o cr REINFORCING a C7 M j .1 7-5/8"ACTUAL PROVIDED IN LINTEL ZZ C w F w ro L, BAR 'NOMINAL WIDTH R Q Q AS INDICA (VARIES) w u1 ¢ o AN 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 1PLAN, APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturers specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting. Refer to manufacturers specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications O O 4'-6" LL 4'-6" LL O 5'-10" LL LINTEL PLAN - ELEV-131 SCALE: %4'=V-0" NOWt{il11t W U' Jtr} ., CAP $� . "'OF E S s t�i\ tiittittt To the hest of the Engineers knowledge, information and belief, the sWcWrel plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0) F 0i8 �1O a N o cp 00 S N LL co c Ed�WW J a a 04 y M W LL N D �LL' O. d Y 0Z a rcX z� 0,0 Wsa °0 mO W m ET0, ao� 7' L 0� N�MZ � 0 Z .=J ° On ❑❑(n W Z N Z Z � a cn Z QA 'U cn O _$ w " : . Q �Q M M tq w J �pLL f] E = ij e CL E `S X0 Oo48 om �U O 0 L 2 u¢u¢!! p Z N = � SYU gW Z }i J rnO ycib Z o W U -) 8W LL U _Z "= G ~ u 3 .0M � ui T L /4 00 C - CO T c o O 04 .= � N r 00 M N � E ' V r M y d Z c E E � of i+ C 0- U Q p JOB NO: 20-0553 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 LONGER AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO 0 GER BE PRODUCED FOR RESIDENTIAL OR GENERAL T REPLACE CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED 0CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 11 AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES 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 X INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOWERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1.1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th 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. ACI 530-13, ASCE 51TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6, FLORIDA BUILDING CODE (FBC) 6th ed. (2017) AND FLORIDA BUILDING CODE 6th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3 3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A 00 0 GS E FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2.1.1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2. 1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL 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 2.13. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ed. (2017), AND CONDUCTED BASED ON A140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1, THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 1 Y" GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH AC1318-11 (STRUCTURAL CONCRETE) AC1530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (fc) DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3112" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE 11 NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE Prn =1,500 PSI MINIMUM. 4,3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4.1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4.1.2.1 ALL HEADER, BEAMS, COLUMNS ETC, TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15132" EXP 1 OR 7/16 STRUCTURAL 1 U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE, SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36136M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131",10d = 0.148", 12d = 0.148",16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ad. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls, 3. Irrigation/grinkler systems including all risers and spray heads shall not be installed wllhin 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 soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilubpn. If rainf II occurs before vapor retarder placement, retreatment is require 9. FBC-R R318.1.5 - C ncrete overpo and mortar along the foundation perimeter must be removed be ore exterior soi treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sideways. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, includinglandscapingand Irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = If DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN T-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. GARAGE DOORS (V =140 MPH) TYPE: 56 SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1Y4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1Y8"" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. -z t 0 - ` ,l R 0�ZN �( O'J �0 .r OFES- . "fititII((t4ti`��`, To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential Bdr Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. v3 Lo$o�$c`fi a •5LL .. LLLLaa ,n " w r6 > WLL a s Y 20 c yg W IL 1 o E T rn J o to 3 �N0 Qo- N QM2 2 ° ciao❑ W 4 Z C N C7 z g tl N N Q1 z � U' u_ Cz 0 W �N '- '® U m w $ c n 8 t ¢ 44 coco W z �d _j 11 o sLL Zo EE u <e<L� X� so W Z- O E ap ¢ a 10 J r w z �U W a U 8 w cy a oW �w zIa U 0 ACM = rn m M (D ^L' W 00 ■- � T �\ a C m W = r 0 04 T�e 2 00 N r cM r T r E Z r ch z io E O a U _j ¢ p JOB NO: 20-0553 SCALE : AS NOTED SHEET NO. SN 3 m obi z :Q x .. J LO 0 0 m z -�v 0 0 0 c 3 9 i E E x C 12 2 rs -0 i i 1 Y N N 6 a N N r IGARAGE CORNER OF HOME SIDE i C� J cs ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + +. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 6'-0- 6' 0" +O'U+++ z + + +++ + + + + + + + + +++ +++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 4 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ +++ ++++++++ + 7 15/32" CDX PLYWOOD OR 7/16" OSB `RIDGE LINE 140 MPH (utt) 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%oist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x _ 1-1 /8" or two 1/2" 6000s 1.8/1.7 wood panels 2x _ + 5/8" or 3/4" wood panel 1-1 /8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 518" or 3/4" wood panel 90 2.0 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking / 1/8" gap FILL CELL Cn w CC CONT. #5 > STD. 90° BAR HOOK STD. 900 HOOK r— BOND BEAM BOND BEAM STEP CONT. #5 BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID L BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. }Small 2" min. 2" m gap ax. � 4 max. 4 Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB westiffener 2� min. required when indicated or 4 max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., cinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVINGV$" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher than 1 Rnnih SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 pff max along load bearing wall. Load bearing wall must stack * over squash=20 blocks and Non -stacking walls wall or beam below.* require additional consideration. Check local building code for appropriate �1/16 details in One 10d box areas--20 of high or-20 sinker ' " lateral load, nail each side 10 -0 at bearing. TANK -LESS W/H �� H C G 000 5'-0" STUB-0IIT FOR 0 1'-0" o o Ln -I GAS METER U CV = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "`ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" 16" O.C. 16'-5" 1 SIMPSON HTS20 OR 3 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" 1) SIMPSON HTS20 OR 4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). *" SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" (10d) nails at 6" o.c. <'/ Provide adequate bearing for each lapped joist. nails SECTION an INT. BRG. WALL MINIMUM SPACING = 2x GREATEST DIMENSION OF LARGEST HOLE (KNOCKOUT EXEMPTS) D r (see table below) BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below Use 10dx3" nails at Vo.c. for all joist blocking panel "Non -stacking walls require additional consideration. — tat UU I Aryl vvmcmr_ Iry CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2" DO NOT CUT HOLES LARGER THAN 1Yz" ROUND IN CANTILEVERS. 8 V-0" 1-1" 1'-2" 1'-2" 1'-3" 1'-3" V-7" V-11" 2'-4" 2'-9" T-2"T7T!- Any 16" joist 12 V-0" V-1" 1'-2" V-2" V-3" 1'-9" 2'-4" 2'-11" W-7" 4'-2" 4'-9"Span (1t) 16 V' 0" V-1" 1'-2" V-2" V-7" 2-5" 3' 2" 3'40" 4'-9" 5'-7" 64" 20 V-0" V-1 " V-2" 1'-2" 2'-0" 3'-0" 4'-0" 4'-10" 5'-11" 6'-11 " T-11 " 8'-11 " 24 V-0" V-1 " 1'-2" 1'-W 2'-5" 3'-7" 4 =9" V-10" 7'-2" 8'-4" 9'-0" 10'-9" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7.1Y2" 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 1Y2" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate ® BC15000s 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d BCI 6000s® BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11- / " 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSON MGT w/ (22)10d NAILS TYP. GIRDER TRUSS 2X TOP PLATE 5/81 THRU BOLT 2 X B•.U.0 SIMPSON MGT w/ (22)10d NAILS TYP. TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULEFOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION Joist When joists meet over wall, provide 13/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Joist hanger A/C CHASE 4" PVC SLEEVE THRU STEM WALL y x_ * y ao F Backer block (12" wide min.) — I Nail with 10-10d nails. - Install tight to top flange. SLEEVE THRU STEM ' SEE PLAN FOR--'•• a . • . • FOUNDATION INFO ' •4 a' 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 k I Backer Block 'Top Mount" "Face Mount" Backer block shall be fight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger, doesn't meet height requirements 0.6 X Joist p depth I -JOISTS BUCKETS N.T.S. GRADE a, REINF. SEE PLAN L'A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. GRADE SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H110A • ° (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 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE F&T SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. PVC OR SCH40 SLEEVE TOP (2) #5's x 4'-0" CENETERED @ PIPE PLUMBING LINE PENETRATION G .0 CID 21 \a 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 as a G as L V A A C d •a SEE FND. PLN. SIZE & REINF. 4 r r - M1. ut, .\\N`X�,,��rttrRltr N SRO VS. 0c' -JUo .r ' •� tea,, F LO * �•*'••......••'` • S �`/0'R o n I t0oo r 111 To the best of the Engineer's knowledge, information and belief, the structural plans and spectliications contained within Mae drawings comply with the 2017 Florida Building Code - Resldential 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 8 p eeO{{ R m CD N N C LL tl0J W U. U. LL a. a rNi w . & a.aWY Z > LL 0X' W cNCO .. E C N rp LZ d 2 oS NaMZ ♦? J 2 A W Z � z g fZ N N �f6 0 y LU W r- kii � � s :l �0 c M M z� E L c a CO a zo 3LL i >Q ze Q E U r6 �� as wa zE N a�& �=o <o wZ p> _ _ mo aIF N J Fw gz W a�i T g8 a �w � NLL z ~ � zla chi 3 �M 0 = 00 •> V > O [ s CO I'— W Co cc � o c 04 �• •� V_ , N " OO ^ M N Ln T w— r E V 3 T M iri o z Z z E o a U -J Q J JOB NO: 20-0553 SCALE : AS NOTED SHEET NO. SN 1 �R V (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT, s V-6". (2) @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > V-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE.IT 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & c @ 6" MAX FROM END OF 2 x PLATE (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 UNDERLAYMENT FOR ROOF CHAIRS (TYP.) M WWF OR FIBERMESH PITCH > 4:12 n ° (2) LAYERS TYPE I OR TYPE II 1(#15 P) OR #30) UNDERLAYMENTsi 4 FOR UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. -"Af p REQUIREMENTS SEE R905. PRE ENGINEERED WOOD @ 24" O.C. U.N.O.12 _TRUSS ir HURRICANE ANCHOR @ EACH - �P') VARIES TRUSS (SEE UPLIFT SCHED.) W/ - METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING INSULA rION 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: 3l4"=1'-0" SN1 ELEV. VARIES FOR ADDITIONAL SLAB `S3 - INFORMATION. 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA 2x S.P.F. STUDS @ 16" O.0 ABOVE) W/DRYWALL EE SOFFIT SCREWS @ 7" O.C. SHEET LOAD BEARING OR CEILING & 8" O.C. WALLS EXTERIOR WALL 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. 1 CHART ON FLOOR FILLED SOLID W/GROUT PLAN SEE CC/S3 OR C-4 1x2 P.T. HORIZONTAL G/S3 FOR ANCHOR NAILER 8" C.M.U. TYPICAL BOLT INFO. (IF NO UP LIFT ON STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR WALL SEE GG/S3) *SIMPSON SP1 w/ (10)10d NAILS C14 ARCHITECTURAL TYP'. '- FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2"GYPSUM WALLBOARD (1) #5 VERT. IN FILL MONO OR STEMWALL ° U.N.O. CELLS (SEE FOOTING MONO SHOWN , I> FOUNDATION PLAN FOR CLARITY D ,,,_, FOR LOCATIONS) ° o ° 0 r � r 1x4 P.T. BASE NAILER ° D I I I -I 4"x4" INSPECTION NOTE: g I> FEI I III 31/4" BASEBOARD PORT AT EACH *FOR BEARING WALL I FILLED CELL TYPICAL W/ UPLIFT ONLY -III= I�=I MIN. 2500 PSI CON C. SLAB M AT GARAGE CONTRACTOR I I I=1 I I=1 I I=1 11=1 11=1 11=1 I FEI I FEI 11=1 11=1 I I-1 11=1 I I- MIN PSI MAY VARY PER TO CUT BLOCK OR POUR -I I I, ,I 11l i iI � 1=I � 1=1 � M � 1=1 � 1-1 � 1=1 11=I 11=1 11=1 11-1 I I-1 11.-III I 1 I, l li l l Ili III= MUNICIPALITY. CURB DUE TO SLOPE ; it it ;III ;III CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION W1.4XW1.4 WWF OR 1 - DECO FINISH 4" to 6" SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/, _FIBERMESH" BELOW GRADE SLAB INFORMATION. Z00 6x6W1.4xW1.4 0? 31/2" WWF OR FIBERMESH z 6 MIL VAPOR ► _ i min. 4"---, BARRIER ' 9 C N If A a v COMP. SOIL (COMPACTED TO 95% (1) MODIFIED PROCTOR g ASTM D1557) 3" MIN. CLR. - (2) #5 REBAR CONT. N CHAIRS TYP. 1'-4" (1 STORY) STD. 90 HOOK (SEE 4 MIN. U.N.O. 4" 1'-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE SCALE: 3/4" =1'-0" S3 SCALE: 3/4"=1'-0 OPT: DEPRESS SLAB 5 Y" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND ====== BLOCK WALL BEY( PAVERS / DRIVEWAY EXPANSION JOINT CONCRETE SLAB 14" O.H.D. RECESS z 13' O.H.D. RECESS PAVERS 446, • ,. T • _ 4" 00 TM SEE A/S3 OR J/S6 , SEE A/S3 OR J/S6 - - FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR) 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'4' (1 STC RY) 1' 8" (2 STOR V-8" (2 ST RY) GARAGE DOOR SLAB RECESS J,1 GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. 7✓r ons 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 s „ GYP. TYPE „X „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR / @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM ABOVE] SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 wl 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. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS 70/16" PLATE WASHER (TYP.) WALL HGT. < V-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT:1/2"x12" TITEN HD @ 24" @ 3rd FITS FOR WALL HGT. > V-6". 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.) SLAB &BLOCK MORTAR BETWEEN EDGES, AND @ 12" O.C. @FIELD "SIMILAR AT FOUNDATION ONLY" SLIMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS 5/8" x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND (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„ OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL 1.4 A.F.F. O.C.) 2" x 6 OR x ER ATTACHMENTS 2" 6 x 6 W1.4 x ER � 31/2"MIN. WWF OR FIBERMESH 31/2"MIN. � WWF OR FIBERMESH a ° a° a• a ELEV.-0'-31/2" z - d p A.F.F. 8 a a 2x4 CONT. • w - " • . . a d a _ ° ° -r, 1/2 (min.)-4 = p0 5 ° j ° r 1/2"(min.).4° A 4 1 04 lis - - GARAGE DEPTH VARIES a 31/2"(min. - 4" - 31/2"(min.) - 4" g (2) #5 CONT. 4„ - 1,�„ rrT 8,r (2) #5 CONT. -1 411 �� 8" MIN- U.N.O. MIN.U.N.O. GARAGE SLAB AT STEP rB TYPICAL BEARING WALL STEP SHEARWALLrc,"),TYPICAL BEARING WALL @STEPrcC SCALE: 314"=1'-0" S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3l4"=V-0" S3 co���'JOJ��v O`'�GUR 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C \ 1�M�N`�o s INSULATION PER FBC AND ENERGY \„/ cor' (1) ROW 2x BLOCKING @ MID HGT. FORM SUBMITTED WITH PERMIT /' ` FOR WALL HGT. s 8'-6". (2) ROWS NOTE: 2x BLOCKING TUD (2) ROWS OF 2x BLOCKING @THIRD POINTS APPLICATION SEE SECTION C/S3 FOR @ 3rd FITS FOR WALL HGT. > V-6". '. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION 1/2" GYP. WB (MIN.) @GARAGE @ LAYERS AT TOTAL THICKNESS OVER CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. 5/8"° x 10" "J" BOLT 24" 0/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8/8' THICK EACH. I" BOLTS BOLT 3RD LAYER 1/8" THICK. K.O. BLOCK (10)10d NAILS PLATE WASHER TYPICAL 5/8"DIA. EXPANSION BOLT @24 " O.C. C. VERT. OR 2x P.T. PLATE W/ 7" EMBEDMENT MIN. SHEAR EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD SPACE ANCHOR 3500#, MIN. TENSION 2600# IEVENLYTAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 ) -E 'LATE FIBERMESH WEEP SCREED INSTALLED BAR END OF 2" x PLATE f I ce) a WWF OR FIBERMESH PER MFR INSTRUCTIONS 0 , ° :D FINISHED #3 OR #4 REINFORCING BARU. GRADE 40 MIN. Fy= 40ksi a — r ' ° z #3 & #4 LAP SPLICE FINISH GRADE °O [GRADE 60 MIN. Fy= 60ksi] a — D ' r Z ch r, • 25" MIN. LAP [30" MIN, LAP] g g 00 6 MIL VAPOR BARRIER °e• ° °Q w =1 I I=I I I=I _ #5 REINFORCING BAR R 1 7/8" III -III -III- z ° ' #5 LAP SPLICE - - (2) #5 CONT. I -I -I I- N • t+ 36" MIN. LAP [36" MIN. LAP] ON 3"CHAIRS 8" 1'-4" 8" COMP. SOIL. (COMPACTED TO (TYP.) 95%MODIFIED PROCTOR ASTM 10" l={ I D1557) " — 4 14#6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING K�D TYPICAL EXTERIOR FRAME WALL FOOTING E RESAR DETAILS F WALL W/UPLIFT rG S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"= SLAB INFORMATION. 1'-0" S3 SEE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO = ° SEE PLAN FOR . TOP OF BEAM &LAYOUT DESIGN ' I,R w/ OPT. SEE ROOF PLAN c a <'. ° ° e A VCLOSURE (2) HTS20 FOR STRUCTURAL .- E - BEAM SIZE & CONNECTION INFO T ° L 2�) PT 2x 1/2" GYP. BD. M � I i 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 „ MIN 7/16 O.S.B. SHEATHING 8 M_ z ATTACHED PER NAILING FOR REINF. INFO. w - SCHEDULE OPTION #1 Cr. SEE TYP. WALL SECTION FOR ADDITIONAL w 6x6 P.T. #2 SYP SLAB INFORMATION " HOLD GYP. BD. t' rM 1/2" FROM SLABCn ABU66 SLAB STEP & RECESS a S.G.D. 0� '-0" CONT. BEAD SEALANT�zi SCALE: 3/4"=1'-0" S3 a INTERIOR f 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND A. - .. • • -3 1/2" ' " SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" .... . . �' � ' GARAGE COLUMN TO PORCH SILL O.C. PAD FOOTING V. ATTACHMENTS & 18/D1 CONCRETE NAILS W 1 1/2 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL .-. EXTEND FILL CELLS EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. � _ TO FOUNDATION PAD J STAGGERED, FROM BOTTOM INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. PLATE TO CONCRETE " ON FLOOR PLAN SIZE VARIES PER PLAN K3 (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS RAD d ) TENSION 120#) CONCRETE SLAB-,,,,E��, FILLED SOLID (SEE PLAN FOR = =_ = a a m = 6 x 6 W1.4 x W1.4 N SIZE AND REINFORCEMENT) c9 ;III=III ° °� 1=III=III=1 I I=1' WWF OR FIBERMESH o a w II I I I II I I I I I I I I I I I I II I II Z _ �* BRICK PAVERS or SLAB PER on U =III= ! • a z qa a 0'-0" FIN. FLR. COMMUNITY SPECS = _—_ = " - _ =1 M 6 MIL VAPOR - I - 11=1 11=1 11=1 11=1 I I I I -I 11=1 I I =- w III III -III -III -III -I I I I -III -I 11= ' FOOTING BARRIER T- I -1= -- I I I l li I l llTil l Ii l l I ...III -III-' BEYOND ti ..• .• . l ll ,� PAD REINFORCEMENT 3" MIN. CLEARANCE 4" 4° y••4 y ;• EEFOUNDATION (SEE SCHEDULE) FOOTING WIDTH CONC. PAD INFO. SEE SCHEDULE INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N SCALE: 3/4"=1'-0" S3 SCALE 3l4"=1'-W SCALE: N.T.S. S3 JI j i ,Y ��"\\\\1114 lliltll/�r��f �R N •G<' SELF•. PIC ••' �14 0 2 s� � �OFtON\ F -� �\ %�llil!lltitt` \ To the hest of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residentiel Bth Edition. Engineer's signature and seal is only for fha structural engineering portions of the drawing pages bearing Engineer s signature and seal. o�� 8 to, � S,���� LL tl> S-wj u.LLaa k Z 0 Y 0 W0 2 C� �E°'O' _j0C � = ILN o �o_j NaMZ 603 WV ❑❑❑❑ 19 z � z g Q S a •U O, N , , c E O '. cD Q O c0 M� zi a J L.L d O z c _o g K0 Q 0 _8 — o E N L oa sa ao ao omI wZ X =C~& mS z yy N O W CL g az mw oLL N ■> 00 "It > r C � N v I\ L O .— = CO M N r in Z Z E � U cc 0" _j Q p JOB NO: 20-0553 SCALE : AS NOTED SHEET NO. S3 (MONO) 12 SEE ELEV. ISIMPSON SP2 w/ (12)10d NAILS AT EACH STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.) --� 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE ❑ 7 5/8" 8" DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK ❑ STEEL AND GROUT ❑ ❑ EVENLY WALL IS 1 1/2" MAXIMUM PLATE INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERj WALL ❑ ❑ ❑ FACE OF BLOCK WALL IS ` 2x BLOCKING @ EACH END W/ 10d @ WT4" O.C. FROM EACH HEADER FACE O BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. \ S4 / SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE WI (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3)10d TOENAILS T&B AS REQ'D Nk 2x BLOCKING @ MID POINT EVERY OTHER +* STUD W/ (3)10d NAILS PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) \-ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. TO DRAIN DOOR OPENING DOOR OPENING RL EXTERIOR J ❑ WALL CLEAN -OUT A WALL ❑ ❑ ❑ SCALE: N.T.S. S4 ❑ ❑ 1 ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE REFER TO WINDOW PRODUCT APPROVAL COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D S4 SCALE: N.T.S. S4 �.....�-.�v NOTCH LINTEL WHERE REQUIRED BLOCK W1(1) #5 FOR CONCRETE PLACEMENT d o ° 4 ° a ° 8" STD.9(fHOOK F LINTEL BEAM WI (1) #5 CONT. IN OPENINGS GREATER THAN V-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL / SEE FDN. PLAN FOR LOCATION NOTES: 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO V-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. G S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION 2x6 MOUNTING BASE J 4a O FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER _ CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET \GARAGE DOOR TRACK ° a ° POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. IM SFFA �Ow �N 2x CRIPPLES @ -� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1 /2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P: J-BOLT TRACK BRACKET W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON V-4' (1) (2) 1) 2) (1) LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE *" HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR 1� GREATER HEADER 1 (2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. oA�OR SIMPSON HTT4 TYP. F��NQ U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. 5/8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 12 (TYP-) P•) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED SI%SON SP2 w/ (12)10d NAIL AT EACH STUD TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS 1/2" EXTERIOR GRADE SHEATHING @ EACH END FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) v O/C FIELD �_ z a 2x TOP PLATE­/T 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = _ = CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENTL O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL—*- W/ STD. 900 HOOK IN K.O. BLOCK MPI— ALT. KNEEWALL ABOVE MASONRY WALL DETAIL E SCALE: N.T.S. S4 PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF • ' sr�. SPLICE STAGGERED ' MAN Z10d @ 8" O/C ATTACH ALL J EXTERIOR STUDS 111-1 W/4 16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON C SIMPSON SP4 SP2 2X P.T. PLATE SIMPSON SP4 ° \-NAILED INTO - TRANSOM TRANSOM FRAMING FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSC RECESS SP4 SP4 SIMPSON SP2 -NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° o ° • HTT4 w/ (18)10d NAILS (3610# SPF) ° e • HTT5 w/ (26)10d NAILS (4670# SPF) 00 • DTT2Z w/ (8)1/4" x 11/2"SDS (1835# SPF) a.*- • HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (2215# SPF) 00• HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (3285# SPF) • HDU5-SDS2.5 w/ (14)1/4" x 2112" SDS (4065# SPF) _ "� • HDU8-SDS2.5 w/ (20)1l4" x 2112" SDS (5665# SPF) • HDUl l-SDS2.5 w/ (30)1/4" x 2 l/2" SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT p • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT wl WASHER & NUT ° • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. ° MIN. 8" EMBEDMENT w/ WASHER & NUT HTT / HDU TENSION TIE N SCALE: NTS c+ SIMPSON SP4 �2X TOP PLATE OVERLAPPING -10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE ROOF TRUSS ABOVE !- 2X BLOCKING a I I a 2X8 P.T. BOTTOM P TE C 5/8"x10" 7' BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 " 4 / d a° 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) -(2)16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5l8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A STAGGERED 0 0 TRANSOM FRAMING BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES 0 E SHEATHING & 8" O/C FIELD S4 B so • SIMPSON SP4 w/ (6)10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) oSHEATHING • SIMPSON SP2 w/ (12)10d NAILS MASONRY 5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10)10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM o PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. e4 1 xx������ -` P •' • N, 6 N v : ryo• ��O : F; '�/'z7�OFESSkOxk ;O•'�" �� (/tr/lffff4tlt����0 To the beat of the Engineers knowledge, informafion and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Reaidential tith Edition. Engineers signature and seal is only for the structural engineering portions of the dramdng pages bearing Engkreer's signature and seal. 0 F �8 $off af°, _ ci Lo 0 M r-- C e m u LL t° W 4 a LL LL M � LL�� a 33 w �Y 1-.1:, a Z 0 c CD re Q 0 mmSo usz �RNo �Sy z N M Z J ° ❑oo� w c� z z z g C" U,�4-J � N z iz, .0 fp .0 "' W Q O W 4 vraLn �- . c� I c 9 AM w Q M J E E o ma aoa �• m u O @ N M $8 �v O wo wo a rc� � a. �. �o m: gW 7g�a 3 W a LL mw �z Ali cM = w 6 is L `4 00 "> C0 m � O 0 04 = 00 t� M N Ln r r E T T M o z _ N z W a o 0 w Q p JOB NO : 20-0553 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAM11 W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (� 1/4"x2 3/4" TITEN TO CMU SEE STRUCTURAL NOTES AND I BACKNAIL W/ (2)16d NAILS NAILING SCHEDULE FOR TOENAIL W/ (2) 16d NAILS SIMPSON H10A w/ (18) SHEATHING DETAIL 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. TOP CHORD @ 24" O.C.7 NAILING SCHEDULE FOR OUTLOOKER .. BLOCKING FOR SHEATHING DETAIL FIRST FOUR BACKNAIL w/ (2)16d NAILS 2"x4" SEE STRUCTURAL NOTES - OUTLOOKER AND NAILING SCHEDULE @ 24" O.C. FOR SHEATHING DETAIL I ROWS OF 45' t 24 MAX' TOP CORD BLOCKING 45•t 2X4 CONT"L"BRACE TRUSSES @ SIMPSON H1OA w/ (18) FOR FIRST FOUR FASTENED W/ (2)1 Od 3" EDGES OF 2x4 CRO BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" O/C. CMID HEIGHT SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO EXTEND AT LEAST 90% OF 48" O.C. EACH JOINT W/ (3) 10d MAX. & (2)10d TOE NAILS @ AT LEAST 90% OF WEB @ 8'-0" O/C. 2x4 CROSS BRACE Ir WEB LENGTH & NOTCH AT EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROM LEDGER TO • 7/16" OSB SHEATHING & (2)10d TOE NAILS @ BLOCKING — _J ATTACHED W/ 10d EA. END NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1OdX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" Cr THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS OSB SHEATHING ATTACHED 10d NAILS 6" O.C. INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ @ EDGES AND 12" O.C. FIELD 2x4'T' ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) FASTEN WITH 10dx3" @ 4" 0/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE @ 48" O.C. MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. PLATE SPLICES W/ 3/16"x2" 05 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 1Odx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4)1/4"x21/4" TITEN @ 4'-0" O/C ALIGNED WITH O.C. MAX) w/ MIN. 4" GABLE WEB STRAP MISSED VERTICAL WEB, USE MSTAM36 w/ (7) SECTION 1 EMBEDMENT IN KO BLOCK SECTION 2 1Od NAILS & (4)1/4"x21/4" SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE BACKNAIL W/ (2)16d NAILS REFER TO DETAIL J SEE STRUCTURAL ON SHEET S5 FOR NOTES AND NAILING X-BRACING, AND TOP N SCHEDULE FOR CHORD BLOCKING to `o °° SHEATHING DETAIL INFORMATION 1 1 1 2"x4"CROSS BRACE WOOD TRUSSES ;, 00 APPROX. 8" FROM RIDGE FASTENED AT 2x4 RAT RUN BRACING EACH JOINT W/ (2) AT 24" O.C. ON TOP OF 10d & (2)10d TOE BOTT. CHORD FOR 4 TRUSS SPANS `7u�' NAILS @ EA. END ATTACHED W/ 2 2x4 PANEL BLOCKING -16d AT EA. TRUSS JOINT " " ^ ^ () (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF (2) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 4 LAMINATIONS W/ 1 ROW FI 48" (4)O/C FOR THE FIRST (4) ROWS OF OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. ' 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207, L = 41/2") OR EQUAL END TYP. TOP & O/C w/ (2)16d TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL wl (2)16d TOENAILS MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH ^ ^ SIMPSON H10A w/ (18) SIMPSON SP4 w/ (6)1Od x 10d x 1 12" AT EA. 1 12" AT EA STUD (USE BACKNAIL w/ (2)16d NAILS OUTLOOKER SP6 FOR 2x6 WALL, USE 7 SP8 FOR 2x8 WALL) SEE STRUCTURAL NOTES - AND NAILING SCHEDULE FOR SHEATHING DETAIL a I'll 2x4 OUTLOOKER @ 24" O.C. (OPTIONAL - SEE TOP CORD BLOCKING FOR FIRST FOUR ROWS 4" MAX ELEVATIONS) OF TRUSSES @ EDGES OF SHEATHING TYPICAL DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM ' FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT W/ (2)1 Od & (2)1Od EACH JOINT W/ (2) TOE NAILS @ EA. END 10d & (2)10d TOE 2x FRAME WALL (SEE WALL NAILS @ EA. END ' ' SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD (2)16d NAILS END TYP. TOP & BOTTOM ATTACHED 2x4 PANEL BLOCKING @ 48" 2x BLOCKING W/ (2)16d TOENAILS O.C. FOR THE FIRST (4) Af ROWS OF TRUSSES FROM -\:2x4'T' ON TOP OF PANEL SIMPSON H1 OA w/ (18) 10d x 1 12" AT EA. 7 OUTLOOKER (2)16d 2x4 OUTLOOKER @ 24" O/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ " MAX. EDGES OF SHEATHING TYP. -"L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) r-GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1063" @ 4" O/C EA. END TYP. TOP & BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"xl 1/2" --- BOTTOM ATTACHED w/ 2) 10dx3" 4" O/C SDS SCREWS TO TRUSS & (4)1/4"x3" ( @ SIMPSON SP2 w/ (12)10d 16d TOENAILS SDS SCREWS TO PLATES AT 36" O.C. 2x4 LEDGER (MATCH BOTTOM NAILS AT EACH STUD SIMPSON H10A w/ (18) CHORD SLOPE OF ADJACENT DBL. TOP PLATE TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 1 Od x 1 12" AT EA. 2x4 OUTLOOKER OUTLOOKER @ 24" O/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ 24" MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" (2)16d NAILS OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS / S E PLAN FOR 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4 DIA. x 7 LAG SCREWS OR EQUAL 2x4'T' ON TOP OF PANEL) OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" O/C (2)12d TOENAILS EXT. WALL CONN. � COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON -LOAD BEARI G LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION g SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. S5 S5 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) (2)16d PER JOINT L CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)1 Od PER JOINT 10dx3" O/C TOENAIL 6" O/C W/ (2)16d TYPICAL NAILS ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. 1 GABLE TRUSS "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. 5 S5 6 S5 CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)1 Od WOOD TRUSSES TOE NAILS AT EACH END @ 124" O/C (TYP) BRACING w/ (3)1 Od x 3" AT • EACH CONN. @ 24" O/C SIMPSON HGAM10KTA w/ (4) MOISTURE BARRIER 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" BOND BEAM TITEN TO CMU MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. 0 z w a 2x4 BLOCKING 2x4 T' BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1 Od NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB -/ SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE 7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. aq 111111 M1 Ilk g� NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP & BOTTOM CHORD CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING @ THAT MY BE REQUIRED 4'-0" O.C. MAX. FOR 2)'T" BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L AS PER BCSI 1-13 SCALE: N.T.S. c+c SCISSOR TRUSS I "L" BRACING REQUIREMENTS 2X4 BRACING @ 48" O.C. CONTINUOUS TO OVERLAP TRUSS BRACING FIXED LOCATION ATTACHED W/ (2)1 Od AT PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP STUD NO (1) 2"x4" (U.N.O.) 2"x6" (U.N.O.) EA. TRUSS (NOTE: BRACING MAY BE WOOD TRUSSES SPACING "L" BRACE "L" BRACE "L" BRACE PLACED ON EITHER TOP OR BOTTOM OF 24" 010" - 3'-0" 3'-0" - 6'-0" 6'-0" &GREATER THE BOTTOM CORD) SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND L 1*1 \ ill ___+ (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING `-MINIMUM (2)16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL (�_M SCALE: N.T.S. S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) a NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4)1/4"xi 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x33" SDS SCREWS TO PLATES (TYP.) X-STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN COSMETIC DROP CEILING FRAMING SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION x, N : ' J ' s 4�� ROFESS%Oxx �1 1l'�ao! t! I l t t t �s To the best of Ow Engineers knowledge, information and belief, the stnoturel plans and specifications contained within these drawings comply with the 2017 FWda Building Code - Residential 6th Edition. Engineers signature and seal is only for the structisal engineering portions of the drawing pages bearing Engineers signature and seal. co C N N LL LL 7f W W JW 0) L-LJ 2 n. a 2ss LL J co y M Z W LL y o Qf10CLS as o > Z ¢. Y a� 0z�o 4 s rzmoc W z L iET c co 9 A Mz � 2) a U 6 < z U ❑��❑ W v' z C\1 z z g N z � 0 M • LU Ow U" c Mzo h zw J zz �yQ Q E E 0 S F Z H _ o E N �� x� °d o` w0 L) z �_ m0 Z N_ m 3 g U W 33 La �LL Z �~ 5. ja� rn 1° nL1 00 C ° CD W 2 rz LO 00 M N r o E T E Q z a E' ' L) _J .m.. Q pre C _J JOB NO : 20-0553 SCALE : AS NOTED SHEET NO. S5 DOORJAMB(REFER 1x4 /2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALLDOORJAMB INSTALLTION (REFERTO TO PRODUCT TO PRODUCT PRODUCT APPROVAL FOR CONN. MAX 8"UNACCEPTABLE PROPER INSTALLATION DO NOT DO THIS ` ' 2"x BOT. PLATE W/ (2)10d @ 6" o.C. eX44./2"DRYWALL APPROVAL FOR CONN APPROVAL FOR CONN. x4 X4 #5 REBAR (TYP,) 3/4 PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 1x4 P.T. LONG X 3/16"0FURRING 3/16"0 X 3" LONG FURRING (2) ROWS 3/16" x 3-1/2" TAPCONS FURRING3-1/4" REBAR AND NAILED W/ 8d COMMON @ 6 O.C. EDGES AND 12 O.C. FIELD " 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCON @ 16" O.C. & 4" STAGGERED @ 16 2Xg (TYP,) (T BLOCK@ SPACING „ 1 DETAIL 1x8 P.T. FROM EACH END w/ MIN. O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL 1x8 w/ (2) ROWS 8d NALS 1� 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 HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. 3WEB A 6" x 3 -1/2" TAPCON @ 16" DOOR JAMB (REFER 1x4 P.T. TO PRODUCT METAL SEAT PLATE O.C. & 4" FROM I DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL NOTE: DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT LAP SHEATHING TO LB TTOM OF BAND TO PRODUCT DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" ' ` JOIST TYPICAL APPROVAL FOR CO,*2't')EDGE „ x -1 x 3-1/2" TAPCON @ 16" (2) ROWS 3/16 3 /2 O.C. & 4 FROM EACH 1x4 — -� TAPCON 16" O.C.& @ END w/MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ FURRINGSIMPSON ' +2" NOTC FIRST COURSE HGAMIOKTA 12" O.C. @ w/ (4)1/4x1 1/2" SDS SCREWS .T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 I ` INTO BAND JOIST & (4)1/4"x'L 3/4" 2x DETAIL 21 /4" DETAIL STAGGERED @ 12" 0' 3-1 /4" DETAIL f5^ NOTCH WEB AT THE ' FIRST 2 COURSESL ` TITEN INTO K.O. BLOCK 410* WL BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS rc C LED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION A -A UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4 x 31/4 TAPCON (1 1/4 MIN. =1610 # FOR 2 STRAPS FILL 1st 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8" �. SOLID W/GROUT fi 1 PLY PRE-ENGINEERED TRUSS ' 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. il4" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS ' 1/2" DRYWALL * SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7)1/4"x21/4" TITEN = 2150 #) 2 x 8 45^ DIAGONAL (4)10d NAILS INTO LEAVE A CUTOUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION a '•. 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. OF RECORD FOR OR CONTACT ENGINEERFURTHER FURTHER INSTRUCTIONS. (NOTCH) SCRIBE NOTCH FACE OF ARCH W/ (3)10d NAILS BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL OVERHANG--- .•.; CONNECT W18d NAILS BRACE/ BLKG. N.T.S. ,t INSTALL WDW. SCREW ANCHOR- 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 RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER A PER WDW. DETAILS OR THRU 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION DETAILS -A PROVIDE TAPCON INSTALLATION 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED W/ 3 #6 X 4%" WOOD ) () * DOUBLE 2x4 SCAB FOR Z-6" TO 4'-0" O.H. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL Jr Od NAILS @ 8" O.C. NOTE: FOR OVERHANGS LESS THAN 3✓4" - NO REPAIR REM ARCH DETAIL J . 4' MAXRAD. USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ � TO TRUSS TO TRUSS TOP CHORD ERygN MIN. 4" EMBEDMENT AT 16" O.C. + `� Nary 1'-0" 51-011 SCALE: N.T.S. SS 12 + + PLYWOOD SHEATHING JACK TRUSS PROVIDED BY + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + BLOCKING AS + • WITH 1/4" x 31/4" TAPCON (1 1/4' MIN. B-B ROOF SHEATHING ATTACHED REQUIRED > ► ► '� EMBEDMENT INTO ) PER NAILING SCHEDULE ALL TO SUPPORT ° ' ' ►.. /4" MAX 8 " " TRUSS + SOFFIT + • : . #5 BAR ► ► > D BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON + p 1'0�� • ► • ° CENTERED W/ H BLKG. & BUCK �24 2X6 TO 2X4 2X4 SYP ► ' ' • y► ' ' IN TOP 4 1 X 4 FURRING 8d NAILS EACH TRUSS • :� KNOCKOUT/ N ► CHAIR BLOCK —� 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d AIL A. PROVIDE 2 8 DIAG. BRACE B PROVIDE (2) MIN. PROVIDE 2x CONT. W/ (3) CONNECTOR _ t? MONO FOOTING .> a ►•. x _ SIZE AND REINF. PER PLAN 1 VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SEE LINTEL -I ' BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY—/ SCHED. AND SECTION DETAILS LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 - ° e 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT CLEAN FILL .► •• DIRT 6 z_ TO BE INSTALLED7 BUILT UP PLWD. BUCK- 4MAX SEE PLAN PRECAST LINTEL .•. ° STANDARD N SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN ° 9� HOO K TO FIT ARCH CONNECT W/ START OF ARC IF TRUSSES USED) Wl (2) #6 X 4%' WOOD FOR OVER HANG FILLED CELL �'� '�� 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0') : r , - �• \• s �� BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE (2)1/4" X 31/2" TAPCONS AT 16" , INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. ANCHOR INTO ARCH BLKG. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-g ARCH DETAIL K SECTION @ ENTRY L SECTION @ ROOF EXTENSION M REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" = V-0" SS SCALE: 3/4" = V-0" SS SECTION DETAILS SCALE: 3/4" = V-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM, C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR SIMPSON HTT4 w/ (18)10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER "SQUEEZED" W.W.M. AT PERIMETER 1/2" NAILS TO STUDS & (1) - COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION #5 BARS 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 a. PANEL ) T IN. 3"CONTOCCURS TOP WITH MIN. 3" EPDXIED XIE EPDXIED w/ SIMPSON "SET" � z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. HE SAME SPACING R REINFORCING COVER g'-0" EPDXY MIN. 6" EMBEDMENT & ` O SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER F•F• ., 3 MIN. EDGE DISTANCE a FILL CELL FULL HEIGHT W/ M OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP v NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE °. U_ THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL gyp' ► a A REINFORCING AS FOLLOWS: a 1 PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT : • c e • r , * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ v #5x6 EMBEDDED INTO g EXISTING FOOTING (2) #5x6' IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL ':i'; '` ' ° u, FILLED CELL SMOOTH. DO NO FURROW. '<';; s b ► `v RI l4" " DRILL 3 x5 MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT .;;i.�.;.,:-:_` - t+ •• GRADE ► � � SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6 MIN. LAP C \ G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: M REMAIN FREE OF MORTAR. z ` H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r 0> ��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 COVER EA. WAY WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4"_ -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. a Fk .'t { `,`1� B U �p #� •' F1.0,.�•� ROFESS0 /lttttl;llE To the hest of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. F �8 N C Ib LL LL 0 �LL� 2 LL _j a s di to N aNj W ; V7 C a Lu p cLL a Z � `a. 13 0 -S o 4•- m m C �. ;L- C N o Z v N Ci ¢W y ILW 2 E rn rn J o NMZQ CS W v ❑❑❑❑ 8� Z N tD z a 13 � z X W V � Or,., 41 U ,- la 0 '® w� Q, C1 W M z�J � 3 ce E Ca. O o W K vo vo E QQpZ X U � U V 2 az Z� N t z wg irk mo C� zLLWy, zCO N W a 8 U a ww oLL h �o NJy � Q ZIw 0� U yM ui 00 •> m Cca CO O O NLO CN 2 o0 M N r E c CO) � T rri o Z Z 0 C E Q m C .. •p ,.�+ C O JOB NO: 20-0553 SCALE : AS NOTED SHEET NO. Sis aG W LLI 2 0 i m *DIAGONAL SPACED AT 15-0" O.C. MAX CONTINUOUS LATERAL BRACING - NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS FOR NAILING 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. Dg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS BLOCKING X-BRACING - 2x4 SPF OR SYP w/ 2-16d @ EACH TRUSS WEB TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ -EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH �3 TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - MAX & EACH END ALTERNATE A CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. `-Z-WOOD TRUSS J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE: NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD 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. 9A TRUSS (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE:NTS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"0.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC.MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING 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 FOR CONNECTION NAILS TO TRUSS FSSLPAF TOP INFORMATION. BOTTOM CHORD PE OILVARIES SEE PLAN FOR WALL LOCATION �— MIN. 2x4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO SEE PLAN FOR PLATE BELOW TOP OF WALL e 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) 1 Od NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INFI HIP G.T (2) 2x8 #2 SYP w O.S.B. FLITCH PI TOP @ TRUSS E U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2)10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY 2 MASONRY WALL 4 SCALE: NTS 0MPSON HUC410w/ 6d INTO HEADER & ( Od INTO BEAM - SEE tOOF PLAN FOR MOI VFO SEE FLOOR PLAN FOR SEE PLAN FOR CANT. COLUMN SIZE & BASE-7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON SCHEDULE/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED CORNER SEE FOUNDATION °�" PLAN FOR MORE INFO COMMON BM. ATTACHMENT SCALE:NTS 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM - FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION r22"*� SCALE:NTS SCALE: 3/4"=V-0" SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. 1 SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. TRUSS 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM N MIDDLE BM. SPLICE OVER CENTER OF POST F— SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. `-• MASONRY WALL BELOW: SIMPSON 4.. HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN �,. (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE SCALE: NTS EXTERIOR ATTACHED SCHEDULE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL aC�, ENTRY FRONT WALL SCALE:NTS 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3)16d AT EACH STUD - TOENAIL7-PER ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED W/ (3)10d NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION 1F 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. SIMPSON LUS26 w/ (8)10d NAILS OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8)16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 41/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOFrg SCALE: NTS LOW ROOFMALL� SHEATHING ATTACHED PER NAILING SCHEDULE 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/� (2) 2x6 BLOCKING UNDER FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION BUMP OUT 39 SCALE:NTS 1\"� DETAILS &SECTIONS �,N\\\'' gR0 .. of UCO d r ? 1. RO E S `�`\\N� ``p, r To the best of the Engineers knowledge, information and belief, the structural plans and spedfications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W F' Q I E p 8 O) m NNm igl O CV J J N LL W C W —0, " � 25 J it W W a a a 4 U. rn y `'' U. tL y ge as�Y Z >Ch= �� 0 � 0 is m 0 W .S', motiro AE0rn 0 m m0 _jGa2 Ly�j Z Naz°°3 z 00000 W z � z z g a N z'^ V LL �� •v W 0 tN ,,, h- c w Z M E E 0 �� �° z _® Q - U I— ni -_ 2. § O G o a � o U z O E°z N wS � a? ¢� � L C - � = pQY N� m O Oz QZ z J c� �� W 12 U o� o a �7 �_ ,0 O O a� w � �0 x w I 2M � o� B W 2 00 11, > T_ CD C m - C T'- c o O 04 O I o0 i N T_ cI T_ = M N o z z c E O E .� a U J Q (7 J JOB NO: 20-0553 SCALE : AS NOTED SHEET NO. D1 FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE TEMPORARILY SECURE BARRIER WINDOW UNIT WEATHER DOOR ROUGH OPENING SLOPE FLASHING REQUIREMENTS SRESISITIVE 0.3 in: 12.0 in BARRIER WOOD FRAME CONSTR. R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall include TAPE EXTERIOR SELF -ADHERED FLASHING3/4"A" BEAD OF CONSTR. (O.6 Cm : 30.5 cm) flashing as described in Section R703.4. A water -resistive barrier is described as a material behind an exterior wall covering that is intended to 3 SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN resist liquid water that has penetrated behind the exterior covering from further intruding into the exterior wall assembly. An exterior wall covering WALL BY 6 IN. UP JAMB 6". USE LIQUID NAIL BRAND is described as a material or assembly of materials applied on the exterior side of exterior walls for the purpose of providing a weather -resistive �"88�8�ONANDO"� OR EQUAL WEATHER PROOF CAULKING EXTERIOR IY PP P P P 9 z CEMT. FIN. barrier, insulation, or for aesthetics, including but not limited to, veneers, siding, exterior insulation and finish systems, architectural trim and �- WEATHER = SELF -ADHERED FLASHING BUILDING PAPER embellishments such as cornices, soffits, and fascias. ' RESISITIVE s BARRIER SEAL TOPS OF JOISTS � WIRE LATH UNDER DECKING SUBFLOOR Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complyingwith ASTM D226 for Type 1 felt or other (SEE DETAIL WP07> R703.2 Water -re Y p Yp SELF -ADHERED FLASHING ; approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches HEAD FLASHING TIE-IN INSTRUXTIONS: RIM JOIST (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a 1. Cut, fold up & temporarily secure weather resistive manner to meet the requirements of the exterior wall envelope as described in Section R703.1. THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under 1 1 R703.7.3 Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a AND WATERPROOFING METHODS TO weather resistive barrier 3. Fold weather resistive barrier back over head 2 2 A712 water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be BE USED. flashing and seal with tape O installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW 0 SELF -ADHERED FLASHING � SELF -ADHERED FLASHING � Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER , EXTERIOR DOOR WITH DECK - SECTION A 1 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 1 that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT EXTERIOR SHEATHING 3 ADHESIVE BEAD OF APPLIED INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE ADHESIVE TO BE APPLIED UNDER FLASHING JAMB &HEAD THROUGH SELF -ADHERED R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING ­ LASHING or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complyingwith AAMA 800 or ASTM C920 Class OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) P I g REFER TO TECHNICAL SCORED 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the LETTER ON CHEMICAL O RELEASE PAPER a of sealant. Fluid -applied membranes used as flashing in exterior walls shall corn with AAMA 714. The flashing shall extend to the surface COMPATIBILITY type PP 9 � PIY 9 SELF ADHERED FLASHING SELF -ADHERED FLASHING, ��o (BEFORE FOLDING, SCORE of the exterior wall finish. Approved corrosion resistant flashings shall be installed at the following locations: EXTEND A MINIMUM 6" RELEASE VERTICALLY FROM ADHESIVE AS SHOWN) 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish VERTICALLY BOTTOM OF or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall ' THRESHOLD comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 2 3 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration SECTION -A (SEE DETAIL WP02) manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details SELF -ADHERED FLASHING are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 2 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. s SELF -ADHERED FLASHING 5 1.2. In accordance with the flashing design or method of a registered design professional. NAILING FLANGE 1 4 1.3. In accordance with other approved methods. O 'fi SEAL TOPS OF JOISTS 6 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 1 DO NOT FLASH OVER UNDER DECKING 2 2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco FLANGE BOTTOM NAILING 8 (SEE DETAIL WP07) 7 3. Under and at the ends of masonry, wood or metal copings and sills. SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING 4. Continuously above all projecting wood trim. HALF ROUND WINDOW I EXTERIOR DOOR WITH DECK ' INSIDE CORNER 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. \ t / �Ground� 7. At built-in gutters. SELF -ADHERED FLASHING DECK JOIST SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 AND FBCR 703.7.3 Detail Instructions Refer to the number marked as f in each detail that corresponds to the numbered items in the list o instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4" OR 8" CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN G M SELF-ADHEF 2 1'4" PER PLAN V-0" PER PLAN 4 SHOWER SEAT 0 CI SELF -ADHERED FLASHING OUTSIDE CORNER W rn m Z SELF -ADHERED FLASHING PATCH ,HERED FLASHING a g LU d PLASTER STOP _ to CONTINUOUS BACKER-J W V ROD & SEALANT W = W W �° A U) a FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER 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 STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB NSF LATH II ER STOP A NUOUS BACKER ROD LANT VTITIOUS FINISH Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance With ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/211to 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 N N N 0 To the best of the Engineers knowledge, information and belief, the strucbasl 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. J LL M BLL �2 I LL a a rA ' ih W , VJ W Z C lL d aW Y gn°M 0�° 0�°o a 0 r, m = 2ET6) Jo�o ILW N¢MZ 6 S J _ U ❑❑❑❑ W z z g J M in Q) z ' € 0 rL . o �O W "- c ce W Q LL E =� 8gzo g Z o� ZC N M �MSW�j �o 0 °a= wZ ro in � �� o m g& Z jW o 3i $� ]U aZ W a cj gfl T'L o ow N _ �� �o L v g� 3 .9M � 2 ■_ 00 > T C m F_ a) 2 t� O Np Q± � N Liu r I 00 a�F M N T T r m E V 7-z M E O e iri a U Q p 281 JOB NO: 20-0553 SCALE : AS NOTED SHEET NO. W P Moundng Omkvts (10 Gaut*) +1a`x411YX-2-1r Site Anchor Sc soft 1 IrDial. A32S Gait. (TYP') • Washers Selko kh►e Nuts Bawk cross support (AAay be cut to W) Right BradiBt416Ga age) 14 Self- 7t'l Sal AIC Urllt k7l om Edge (Typicak 3 in frorl Fr lira Cross Support (N�iy be cut tea W) Left BCat tEt (1 i Gauge) #t 4 Self-D 3J S�govs lhru 8riackets'$r Back Cross Support into A/C.Unk Stittom Side (Typical: 3 each side forhurrikane use) k aui; pttler".nld►=& Ike Ak All �� � »IrI14�11t aP"d Florida Department of Business & Professional Regulation Papa 1 oft Building Codes and Standards 3avlo1e Product Approval Application Detail Gal Erift or 29a 292 Data Pwrdban 291 I1� manuffiackm contact Encilrreer & Lleetrss validated By y Submitted Revision 2017 Gulf Coast Supply & Manufacturing, LLC. Eng David Daniel S. Kuhn Locke Bowden P.E. 10M21l IQMG2017 101172017 12M22017 Approved Category: Roofing (352) 49"776 PE-75519 (334) 300-1800 Subcategory: Metal Roofing Info@guHooadsupply.com Compliance Meth:: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer - - -QLaMy >Dersion> Rodud yodel. Mrrrber or Nam. Product „{ II Cordract Assussam Excitation Dais Approved for Use Approved In HVNZ Out" for Use HVHZ impact andlial pressure 1 0.032&qud; Aluminum 5V Crimp Min 0.032&qud; 5 V Crimp Aluminum Rod Panel 04/12/2024 No Yes N/A +N/AI over 15/32&qud; Plywood -106.5PSF 2 0.0328qud; Aluminum Gulf Lok Min 0.032&qud; Aluminum Gulf Lok 16&qud; Wide 04/122024 No Yes N/A -NIA/ Roof Panel over 15/32&qud; Plywood -116.0PSF 3 1&qud; 249a. Gulf Snap 1&qud; Gulf Snap 24 Go. 17&qud; wide Roof Panel OM122024 Yes Yes N/A +NW-131.0PS over 15=11,quot; Plywood 4 1&qud; 24ga. Vernon %qud; VersaLoc 24ga 16.5&qud; Wide Roof Panel 04/122024 Yes Yes N/A +N/A/ over 151321quat; Plywood -138.5PSF 5 1&qud; VerooLoc .032&qud; Aluminum 18quof; VersaLoe min .M2&qud; Aluminum over 04/122024 Yes Yes N/A +N/A/ 15/32&qud; Plywood -101.OPSF 6 1.5mud; 24ga. Gulf Snap 1.5&quct; Gulf Snap 24ga. 16&quot; Wide Rod 04/122024 Yes Yes N/A +N/A/ Panel over 15/32&qud; Plywood -116.0PSF 7 1.58,qud; 24ga. VersaLoc 1.5&qud; Veral min 24ga. 188,quok wide Roof 04/122024 Yes Yes N/A +N/A/ Pwrd over 15M&quot; Plywood -123.5PSF 8 2&qud; 24ga. MagaLoc Mn 24 Ga. 2&qud; Mel 18&qud; wide Roof 04/122024 No Yes N/A +NJAf Panel over /5/32&qud; Plywood -108.SPSF 9 24 Ga. Goff Lek Mm 24 Ga. Gulf Lok IUqud; Wide over 15f32&quot; 04/122024 No Yes N/A +N/A/-96.7PSF 10 24 Ga. Goff Sewn Plywood Nn 24 Ga. Gulf Seam 16&qud; WWo Roof Panel 04/122024 No Yes N/A +N/Ah93.5P8F over tx4 Wood Purists over 15/S2&quat; Plywood 11 24 Ga. Goff Seam Min 24 Ga. Gulf Seem, 1 3/4&qud; Snap Lack, 04/122024 No Yes N/A +N/A/ 1811,qud; Wide Rod Panel over 15/624ill Plywood -108.5PSF 12 28 Go. 5V Crimp Mn 26 Ga. 5V Crimp Rod Panel over 15/62&qud; 04/122024 Yes Yes N/A +N/A/ Plywood -156.5PSF 13 26 Go' 5V Crimp Mn 26 Ga. 5V Cr1rM over 15/32&qud; Plywood 04/122024 No Yes N/A +NW131.PSF 14 28 Ga. SV C" fin 26 Ga. 5V Crmp Rod Panel over 1x4 Wood 0022024 No Yes N/A +NIA/ Purists over 15132&qud; Plywood -156.5PSF 15 26 Gs. 00 Lek Mn 26 Ga. Gulf Lok 16&quot; Wide Rod Panel over 04/12/M4 Yes Yes N/A +N/Af 15/32&qud; Plywood -161.OPSF 16 26 Ga. Gulf Lok Mn 26 Ga. Gulf Lok 1 S&qud; Wide Rod Pend per 04/12=4 No Yes N/A +N/A/-63.5PSF 1s/32&quc; Plywood 17 26 Ga. GutIPBR Nn 26 Ga. Gulf PBR Roof Panel over 15/32&qud; 04/122024 No Yes N/A +N/Af Plywood -154.7PSF Flofida Department of Business & Professional Regulation Page 2 of2 Building Codes and Standards &28/2o1e Product Approval Application Detail ate! Product Model. Water or Nam Quality Product Descurkdon Control Assurance J:tIDtallon Approved for Use Approved Ote IDHvii Outside far Use ll �,t Resistant: Damon Pfamom 18 26 Ga. GrHPSR Mn 26 Ga. Gu11PBR Rod Pend over 1 x4 Wood 04/122024 Yes Yes N/A -NIA/ Puffins tier 156211,qud; Plywood .151.7PSF 19 26 Ga. Guill Min 26 Ga. Guill over 15/d 11l Plywood 04/12/2024 Yes Yes N/A +N/Af -154.7PSF 20 28 Go. Gu"PBR Min 26 Ga. Will aver 10 Wood Puffins over 04/122024 No Yes N/A +N/A/ 15/32&quot; Plywood -151.7PSF 21 25 Ga. GOR@ Nn 26 Ga. GuffRlb over 1x4 Wood PuAms over OM122024 No Yes N/A +N/A/ 15/3216quot; Plywood -164.2PSF 22 25 Ga. GtlRlb Min 26 Ga. GuffRib over 15/32&qud; Plywood 04/122024 No Yes N/A +N/AI -159.2PSF 23 26 Gal. G lfil Min 26 Go. GulfRib over 15132&quot; Plywood 04/122024 Yes Yes WA +N/A/ -159.2PSF 24 26 Ga. Guffft Min 26 Ga. Gu11RM over 1x4 Wood Wrists over 04M22024 Yes Yes NIA +N/A/ 1516216quat Plywood -184.2PSF 25 29 Go. GuHRib Min 29 Ga. GuilRib over 10 Wood Punster over 04/122024 No Yes NIA +WA/ 15n2&qud;Plywood -123.6PSF 26 29 Ga. Gulfft Mn 29 Ga. Will over I M2&qud; Plywood 04/122024 No Yes N/A +N/A/ -146.OPSF 27 29 Ga. G1lf11b Min 29 Ga. GutlRib over 1x4 Wood Pull over 04/122024 No Yes N/A +N/AI 7M6&qud; O.S.B. -101.OPSF 26 29 Go. GauMb Nn 29 Ga. GUHRIb over 7M 611quat; O.S.B. 04M22024 No Yes WA +N/A/ -116.0PSF Code lsarsion: 2017 FL e: 11651 Application Type: ALL Product Manufacturer: ALL Category: ALL Subcategory: ALL AppaeaBon Status: ALL Compliance Method: ALL Quality Assonance Entily Contract Expired: ALL Product Model, Number or Name: ALL Product Description: ALL Approved for use In Ill ALL Approved for use outside Will ALL Impact Resistant: ALL Design Preseun: ALL Dots From: ALL Die Tel ALL A3 _ FL17244.1 ESR-3455 12/31/2020 A23 FL10446.2 "12131/2�02OHD210-2 ESR-2806 FL17232.3 ESR-3445 12/31/2020 HU210-2 FL10856.4 ESR-2549 HD212 2 FL17232.3 ESR-3445 12/31/2020 HU212-2 FL10856.4 ESR-2549 1213l/2020 HD216 FL17232.3 ESR-3445 12/31/2020 HU216 FL10858.5 ESR-2549 12/3l/2020 HD216-3 FL17232.3 ESR-3445 12/31/2020 HU21" FLIOSM.1 ESR-2549 12/31/2020 HD26 FL17232.2 ESR-3445 12/31/2020 HU26 FL10856.3 ESR-2549 12/31/2020 HD28-2 FL17232.3 ESR-3445 12/31/2020 HU28-2 FL10856.4 ESR-2549 12/31/2020 HD410 FL17232.4 ESR-3445 12/31/2020 HU410 FL10856.9 ESR-2549 12/31/2020 HD412 FL17232.4 ESR-3445 12/31/2020 HU412 FL10656.9 ESR-2549 12/31/2020 HD610 FL17232.4 ESR-3445 12/31/2020 HU610 FL10856.10 ESR-2549 12/31/2020 HDO410 FL17241.7 ESR-3444 12/31/2020 HUC0410 FL11468.11 SIM200804 12/31/2020 HGA10 FL17699.1 Evaluation Report 12/31/2020 HGA10KT FL11470.4 SIM200803 12/3l/2020 HGAM10 FL17699.1 Evaluation Report 12/31/2020 HGAMIOKT FLI1470.4 SIM200803 12/31/2020 HHCP2 FL17238.7 ESR-3448 12/31/2020 HCP2 FL10447.2 ESR-2551 12/31/2020 HTA16 FL17680.4 Evaluation Report 12/31/2020 HETA16 FL11473.5 SIM200802 12/31/2020 HTA20-18 FL176W.4 Evaluation Report 12/31/2020 HETA20 FL11473.5 SIM200802 12/31/2020 HTT16 FL17324.2 Evaluation Report 12/31/2020 HTT16 FL11496.1 ES-0130 12/3l/2020 HTT45 FL17324.2 Evaluation Report 12/31/2020 HTT22 FL11496.1 ES-0130 12/31/2020 HTW16 - FL17244.8 _ ESR-3455 12/31/2020 HTS16 FL10456.22 ESR-2813 12/31/2020 HTW20 FL17244.8 ESR-3455 12/31/2020 HTS20 FL10456.23 ESR-2513 IMIII2020 HTW24 FL17244.8 ESR-3455 12/31/2020 HTS24 FL10456.24 ESR-2513 12/31/2020 HTW30 FL17244.8 ESR-3455 12/31/20201 HTS30 FL10458.28 ESR-2813 12/3l/2020 HTWM16 FL6223.2 Evaluation Report 12/31/2020 HTSM16 FL11473.11 SIM200802 12/31/2020 HTWM20 FLISM.2 Evaluation Report 12/31/2020 HTSM20 FL11473.11 SIM200802 12/31/2020 HUGT2 FL6223.3 Evaluation Report 12/31/2020 HG72 FL10456.18 ESR-2B13 12/31/2020 HUGT3 FL6223.3 Evaluation Report 12/31/2020 HGT3 FL10456.19 ESR-2513 12/31/2020 HUS210-2 FL17232.6 ESR-3445 12/31/2020 HUS210-2 FL10856-R4 ESR-2549 12/31/2020 HUS212 2 FL17232.6 ESR-3445 - - - 12/31/2020 HUS212-2 FL10856.11 ESR-2649 12/31/2020 HUS26 FL17232.6 _ ESR-3445 12/31/2020 HUS26 FL10856.11 ESR-2549 12/31/2020 HUS28 FL17232.8 ESR-3445 12/31/2020 HUS28 FL10856.11 ESR-2549 12131/2020 HUS28-2 FL17232.6 ESR-3445 12/31/2020 HUS28-2 FL10856.11 ESR-2549 12/31/2020 JL24 FL17232.7 ESR-3445 12/3l/2020 LU24 FL10655.103 ESR-2549 12/31/2020 JL26 FL17232.7 ESR-3445 12/31/2020 LU26 FL10655.104 ESR-2549 I 31/ 0020 JUS210-2 FL17232.11 ESR-3445 12/31/2020 LUS210-2 FL10655.107 ESR-2549 12/31/2020 JUS24 FL17232.10 ESR-3445 12/31/2020 WS24 FL10WS.109 ESR-2549 12131/2020 JUS26 FL17232.11 ESR-3445 12/31/2020 WS25 FL10855.111 ESR-2549 12/31/2020 JUS26-2 FL17232.11 ESR-3445 12/31/2020 WS26-2 FL10655.112 ESR-2549 12/3l/2020 JUS28 FL17232.11 ESR-3445 12/31/2020 WS28 FL10655.113 ESR-2549 12/31/2020 JUS46 FL17232.11 ESR-3445 12/31/20201 WS46 FL10655.118 ESR-2549 12/31/2020 KLEG3 FL17241.15 ESR-3444 12/31/2020 LEG3 FL10B67.71 ESR-2515 12/31/2020 KST280 FL17244.15 ESR-3455 12/31/2020 MST80 FL10852.7 ESR-2105 12/31/2020 LSTA12 FL17244.18 ESR-3455 12/31/2020 LSTA12 FL10852.4 ESR-2105 12/31/2020 LSTA15 FL17244.18 ESR-3455 12/31/2020 LSTA15 FL10852.4 ESR-2105 12l31/2020 LSTA18 FL17244.18 ESR-3455 12/31/2020 LSTA18 FL10852.4 ESR-2105 12/31/2020 LSTA24 Fu7244.1a ESR-3455 12/31/2020 LSTA24 FL10852.4 ESR-2105 12l31/2020 LSTA30 FL17244.18 ESR-3455 12/31/2020 LSTA30 FL10852.4 ESR-2105 12/31/2020 LSTA36 FL17244.18 ESR-3455 12/31/2020 LSTA36 FL10852.5 ESR-2105 12/31/2020 01-17219.2`__� ER-0200 - -- 12/31/2020 LTT19 FL11496.3 ER130 12/31/2020 LTS20B FL17219.2 ER-0200 12/31/2020 LTT20B FL11498.3 ER 130 12/31/2020 LTT131 FL17219.2 ER-= 12/31/2020 LTT131 FL11496.3 ER 130 12/31/2020 LTW12 FL17244.8 ESR-3455 12/31/2020 LTS12 FL10456.29 ESR-2613 12/31/2020 WG72 FL17240.2 ESR-3447 12/31/2020 LGT2 FL11470.7 SIM200803 12/31/2020 MP3 FL17244.22 ESR-3455 12/31/2020 LS30 FL10446.15 ESR-25M 12/3l/2020 MP34 FL17244.23 ESR-3455 12/31/2020 A34 FL10446.3 ESR-25M 12/31/2020 MP4F FL17244.24 _ ESR-3455 12/31/2020 LTP4 FL10446.19 ESR-2806 12/31/2020 MP5 FL17244.22 ESR-3455 _ LL 12/31/2020 LS50 FL10446.16 ESR-25M 12131/2020 MPH3516 FL17240.3 ESR-3447 12/31/2020 Will FL10667.86 ESR-2515 12/31/2020 MSTA12 FL17244.18 ESR-3455 12/31/2020 MSTA12 FL10852.8 ESR-2105 12/31/2020 MSTA15 FL17244.18 ESR-3455 12/31/2020 MSTA15 FL10852.8 ESR-2105 12/31/2020 MSTA18 FL17244.18 ESR-3455 12/31l2020 MSTAIS FL10852.9 ESR-2105 12/31/2020 MSTA24 FL17244.18 ESR-3455 12/31/2020 MSTA24 FL10852.9 ESR-2105 12/31/2020 MSTA36 FL17244.18 ESR-3455 12/31/2020 MSTA36 FL10852.9 ESR-2105 12/31/2020 MSTC40 FL17244.26 ESR-3455 12/31/2020 MSTC40 FL10852.11 ESR-2105 12/31/2020 _ MSTC52 FL17244.26 ESR-3455 12/31/2020 MSTC52 FL10852.11 ESR-2105 12/31/2020 lill FL17244.8 ESR-3455 12/31/2020 MTS12 FL10456.33 ESR-2513 12/31/2020 MTW16 FL17244.8 ESR-3455 12/31/2020 it FL10456.34 ESR-2613 12/31/2020 MTW1S FL17244.8 ESR-3455 12/31/2020 MTS18 FL10456.35 ESR-2513 12/31/2020 MTW20 FL17244.8 ESR-3455 12/31/2020 MTS20 FL10456.36 ESR-2613 12/31/2020 MUGT15 FL17240.5 ESR-3447 12/31/2020 MGT FL114700.9 SIM200803 12131/2020 NFIll FL578.2 Evaluation Report 12/31/2020 MBHA3.56/11.25 FL13904.6 ESR-2616 12l31/2020 NFM35X16U F1_578.3 Evaluation Report 12/31/2020 MBHA3.58/16 F113904.6 ESR-2616 12/31/2020 PAU44 FL17239.13 ESR-3449 12/31/2020 HDU2-SDS2.5 FL10441.4 ESR-2330 12/31/2020 PAU66 FL17239.13 ESR-3449 12/31/2020 GLTV3.516 FL10667.8 ESR-2615 12l3l/2020 PHD2A FL17219.3 ER-0200 12/31/2020 FGTR FL11473.2 SIM200802 12/31/2020 _ -PHXU3516 FL17241.20� ESR-3444 12131/2020 CS16 FL10852.1 ESR-2105 12/31/2020 RFUS FL6223.5 Evaluation Report 12/31/2020 H1 FL10456.5 ESR-2813 12/31/2020 RS150 FL17244.27 ESR-3455 12/31/2020 H10 FL10456.6 ESR-2613 12/31/2020 RT15 FL17236.3 ESR-3448 12/31/2020 H10-2 FL10458.7 ESR-2513 12/3l/2020 RT16-2 FL17236.2 ESR-3448 12/31/2020 H10A FL10456.6 ESR-2613 12/31/2020 RT16A FL17236.2 ESR-3448 12/31/2020 H3 FL10456.13 ESR-2613 12/31/2020 RT3A FL17236.3 ESR-3448 12/31/2020 H4 FL10456.14 ESR-2813 12/31/2020 RT4 FL17236.3 ESR-3448 12/31/2020 H5 FL10456.15 ESR-2813 12/31/2020 RT5 - FL17238.3 _ ESR-3448 - 12/31/2020 H2.5 FL10456.11 ESR-2513 12/31/2020 RT7 _- FL17236.3 ESR-3448 12/31/2020 H2.5A FL10456.12 ESR-2813 12/31/2020 RT7A FL17236.3 ESR-3448 12/31/2020 H8 FL11470.3 SIM200803 12/31/2020 MA FL17236.3 ESR-3448 12131/2020 SP1 FL10456.41 ESR-2813 12/31/2020 SP722 FL17244.30 ESR-3455 12/31/2020 SP2 FL10456.42 ESR-2813 12/31/2020 SPT24 FL17244.31 ESR-3455 12/31/2020 SP4 FL10456.43 ESR-2513 12/31/2020 SPT4 FL17244.32 ESR-3455 12/31/2020 SP6 FL10456.44 ESR-2813 12/31/2020 SPTB FL17244.32 ESR-3455 12/31/2020 SPS FL10456.45 ESR-2513 12/31/2020 SPT8 FL17244.32 ESR-3455 12/31/2020 SPH4 FL10456.46 ESR-2613 120/2020 SPTH4 FL17244.32 ESR-3455 12/31/2020 SPH6 FL10456.47 ESR-2813 12/31/2020 SPTH6 FL17244.32 ESR-3455 12/31/2020 SPH8 FL10456.48 ESR-2513 12/31/2020 SPTHS FL17244.32 ESR-3455 12/31/2020 U24 FL10655.141 ESR-2549 12/31/2020 SUH24 FL17232.13 ESR-3445 12/31/2020 HHUS28-2 FL10655.3 ESR-2549 12/31/2020 THD28 FL17232.16 ESR-3445 12/31/2020 HHUS410 FL10655.4 ESR-2549 12131/2020 THD28-2 FL17232.16 ESR-3445 12/31/2020 HGUS5.25/12 FL11468.11 SIM200804 12/31/2020 THD410 FL17232.16 ESR-3445 12/31/2020 HGUS414 FL11468.10 SIM200804 12/31/2020 THD412 FL17232.16 ESR-3445 12/31/2020 HDQS-SDS3 FL10441.1 ESR-2330 12/31/2020 THDO12 FL17232.16 ESR-3445 12/31/2020 MSTAM24 FL11473.19 SIM200802 12/3l/2020 THOH414 FL17232.17 ESR-3445 12/3112020 MSTAM30 FLI1473.19 SIM2008M 12/31/2020 UGT53F FL2033.1 Evaluation Report 12/31/2020 MSTCM40 FL11473.19 SIM200802 12/31/2020 UPHDB ` _...... __.._ FL17219.5 -� RA __...._._..__ ER-0200 12/31/2020 HHETA20 FL11473.9 SIM200802 12/31/2020 - - - LGT3-SDS2.5 FL11470.7 SIM200803 12131/2020 - - - LGUM26-2 FL11473.12 SIM200802 12/31/2020 PRODUCT APPROVAL SPECIFICATION SHEET (2m) As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/r67.0 psf 12/31/2021 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.6 +67.0/-67.0 psf 12/31/2021 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.9 +67.0/l psf 12/31/2021 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.14 +67.0/-67.0 psf 12/31/2021 ThermaTru Classic -Craft and Benchmark FL15225.1 +67.0/-67.0 psf 12/3l/2021 ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 psf 12/31/2021 ThermaTru FiberCiassic, Smoothstar, ClassicCraft, Rustic FL7640.1 +67.0/-67.0 psf 12/3l/2021 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf 12/31/2020 PGT Series 5570 FL251.10 4/14/2021 C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psf 5/21/2028 Clopay Building Products Residential WinclCode Doors W5 (16X7) FL15279.53 +30.0/-30.0 psf 5/21/2028 Clopay Building Products Residential WindCode Doors W6 (8X7) FL15279.85 +38.0/-42.0 pair 5/21/2628 Clopay Building Products Residential WindCode Doors W6 (16X7) FL15279.102 +37.0/-41.0 psf 5/21/2028 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/3l/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FLI7499.2 +50.0/-55.0 psf 10/8/2023 PGT Series 5500 FL239.7 7/30/2020 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.0/-50.0 psf 2/16/2024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.0/40.0 psf 4/3/2023 PGT Series 5520 FL243.9 4/30/2020 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2020 PGT Series 5500 FL261.1 N/A 5/26/2021 E. OTHER 3. PANEL WALL James Hardie BuildingProd. - -- and HardiePlank Lap Siding Cemplank Lap SidingS din. - 1319 _-- FL13192.1 - FL13192.2 A. SIDING N/A 12/31/2020 B. SOFFITS Alside Solid and Vented Soot FL15272.1 - FL15272.2 +70.0/-70.0 psf 12/31/2020 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2022 B. UNDERLAYMENTS Tamko 151b Felt Undedayment FL12328.6 N/A 10/18/2021 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A 9/9/2026 Florida Metal Products, Inc Vent RV 10 FL21580.3 N/A 12/31/2020 Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A 7/10/2021 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/3l/2020 Boral Tile Saxony 900 FL7849.16 - FL7849.20 WA 12/31/2020 F. METAL ROOF Gulf Coast Supply& Manufacturing, LL 0.032" Aluminum (TltLok 16" wide roof panel FL11651.2 R3 N/A 4/12/2024 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storrs Panels FL15076.1 - FL15076.2 N/A 12/31/2020 Ali American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12/31/2020 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 WA 12/3l/2020 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 1/1/2023 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 WA 3/31/2021 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A 5/21/2022 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 N/A 5/25/2024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following _-- information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) -- - I I i O N S 4Y) �2 a O V Q O o C (OCD 'O CID 0 O O U_ O CU E O L CU C ca. ri �I ------ --- i - - - - - i I i APPLICANT SIGNATURE DATE s 1 Cn 0 E z V J CU O U AO CL SHEET N0. PA 1,0. roan ak" Door n. Florida Departrnsrd of Business & Professional Rowlation Pop 2 on2 Bulking Codas and Standards 1Rm2020 Product Approval Application Detail g Aoorowdit Un AonroyodtwUr. •W= .21M, MILT 8mhbag.0.a■IOD Gmtre .Qae in HvHi outdkKVNZ Rtlmo f§eem 1 SERES 420 ALUMINUM SW SERIES 420ALUMINUMSGD OXO 17r31=20 No Yes No WA 145-3M&qud;x80lqud; NON -REINFORCED 2 SERIES 420 ALUMINUM SOD SERIES 420 ALUMINUM SGD OX XO, XX 12W=0 No Yea No WA 58bqud;x80aquok NON -REINFORCED 3 SERFS 420 ALUMINUM SGO REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OXO 12131=0 No Yea No WA 145-3146qud;.9861yumt 4 SERIES 420 ALUMINUM SW REINFORCED SERIES :420.ALUMINUM SGD REINFORCED OX. 12vlaMO No Yes No WA XO, XX 9S&gwtxe6&gM; 5 SERIES 420 ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM SW REINFORCED X)O( 12131r2020 No Yes No WA Florida DaparMmut of Business & Plofis" Regulation Pose l orl Buidi g Codes and Stetdards laws Product Approval Appf ode Delad wartigAm am Milk.K mk imm smisom a 20" MmeLAlydd ft 11110 2W LXll DM*" dAAD0. 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Alan J. long, ME iama=7 taMaa017 1017712017 12nNJm7 Apprard recess?: aftw Dons (4/6)2Wl740 PE-43400 013)M4= 6WL7b6ain awbrsbq rerbr DoorAUMMO 1ldamaYOgoarwdw• tsxagr.nwret..abreNn llepmttMae• Glen F%rlanetepkaerad Amohked«a llarrad Flails P1a1eMe%rrd EngW« ag QWALAm Adbdi a Ammsdmrllm land on" lag &WMMBMNNM far.alNAMULM dillies adeYglCNm alum LmY■ 1 m. a gootvb.rCA.00b gwL soots-N N-&qwt. $00*4 egwtbWm Wqt* (Nand Pbwo— 12,31121121 w You Yee NA iquigwtag kor fteatCAobCaa 6%ym ow bwa orOlnabq Calaledon w Floc sDopoolow ofBusbem&Probub Regulation PowNell &Adkg Codes end Standards heels Product Approval Appkndon DadN amnuums am ldk.K agiblon go in IMAM 1tmdkdR 9ARM CorbrLALNM Nd mo" Yaldred MI.Yr atgA■mW human Bros Mv1eA 2017 ARM -- 1 0 1 1 - tout%, eta fteamg Tau Row" 1.Opwe Jolm SWA%W, P.E. oa2aam7 00108Im7 092Y2m7 10`16=7 Approval 12Mloawp PaidValk WM1$**W PE24121 (am)aa7-aye sea0b0y: omkv om w oowatiarwdwr I.baewaeawrwe Eak"MR+eaamre d%.aom r4mYnas01 An id or umosed Fbdn nmat&WKbldnm adlcAN.mk Aabmdi[Iw AaamirLft Irma rift Mal arangMrddm smrragMbdookIN hum SlsddMmNR emmw Seer 2 Finewphank Lap am" LMPemnra big eYbq 1WIM020 Yes Yee WA NM Florida Department of Business & Professional Regulaton Paga3mrs Building Codes and Standards 121121MIS Product Approval Application Data)I Florida DepaMerd of Busklaes & RohmAorW Rapula8on PW I d l Building Codes and Sdrndeda hams Product Approval Applleaaon Dada Sail M.tl at am act grLdoma am mt rising alm■oksK GE= mirsAHeMINNU l )bid" 62MM n&AM Mal AREMN Stases RavWan 2017 Chasy OWkl% Pwducb—npny Mwk VbdaW IYYYk TellingZ. NA. Gay PW~ 110101017 060110a017 lawa017 Approved Mesayl aeeft Dome (613) rAWM2 IM (513) 5104M6 ambCOY6ay: 8adbrW bderim OomrAe.ensl4m �ymom caapaarae wawa Osreoakn Mrk a Llaaq ONOL6a AmmoLbLow ammmLbLun `r ode Mel boawgraws amauLm.dY■am KM aeoYL= show Eleoling 37 W7 VY540 PANIF181: e4h 04, A 75. 1ON, 110. 76. WAS! PER Onk 259L) Si gb4ff (Uplo OW Was) owirA a No Yaw No +30 P$Fh72 76V. AW, 4RSF, WW.OW, XW. 41L 42, 55. 4■, VANDCO0aam74; W5 GrMp Dior PSF 42A M& GOW GD68V. GRM, GPMV. ARM. ARSSV, EDM. mbsV Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Paps 2 of 3 lrm= Mid Ftaawt Mood. Number u Hunt Pfowd Oeurladon Join DombL1D0li Oud" WE BWwild Pmaum 2 165 SN 52x72 FlnFlnye I— IGW Single Hung taDBR023 No Yea No +Sor-80 Florida Depo end of &*rims & Prolassbnal PAWA lon Papa 1 d 1 Buldilg Codes and Star(deds UNION! Product Approval Applicallm Della no 20 nano" 20 adiil>1m mk Yore omwm mt Sauna 19*=U AM mmmum idift marmi algdbbIEW amp Wr MvMM 20117 POT bdlree' Dew Rums ANK40aft BOLO-CER LIBM DadMacCO-VAL 12012017 12vo miy 112125121311? Appoved caLeNaT• V:1 d (Tr41) 48"m (706) 315. M aaacalaaarr• Final dnrllrpyladuebA.oam Oeurparrlw went 134rabeam Yet «asap eam»atm ba gldl(A� home liL m Am■sl&LNE lair oil■ Mill G OUL21odMe fmmtaielalldMlt kJ adikk la Ronald ester■ a PVV45W (Lap eassla- 0 % Wl Fbwd Wbdn 04awim Yom Yee Yam WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P.w1 d2 lr1G2031M Florida Deparkyerd of BLrbaas & Professional Regulation P.gm 1 d l Bullft Codes acid Sing u.aals Product Approval Appmwsel DsdN PLM31nm 2ok loam aft no nabo" Oak mt Iowa llenib IM gnaw RomNcLLMM mdol m )k%m d AdMOM alglnmd A®sa UWE Rerlabn 2017 James Nri owk*w pbdum, love. Fagdwaa am Ror" I. Camas John Sout wd. P.E. OM82o17 oa08a017 00t2802017 1011020/7 Approved Calsaay: PW W VWb 0" sear PE-MI21 mm w Ism subcsYgayl skbg pka+wrglAv�wM caaeNrw.eseeseaakW%hRaplaaaa0 d%amrr FW40Ies01.1 'AnhWoreLkWMd Falk% Palasdnsl Enyrw« aai mlauwarm SirIILANtmd Akmn4leLlrt eoollw.lid 1■rl Row■ 1ng! SamfwlW.1■art bassi 9idtl0kllgii aeNumr 8ading 2 lynipWe Lap sang IbsPora lop Mang 1213120201 Yee Yes NIA WA FWda DepaNwlt of Business & Pmdn k W Raguistim paw 1 d 1 Boddie Codas and Standards 1aa11s Product Approval Appkatbn Detail aJd� sob BM limbo mmoud l.e gddw Eaame[&Lkm Nddred,l bLi d Aliol dogo adLamem � 1 mom PA WAN I 2017 ThW'WT'vCOlP, N' RAwftm NdWld Aawadowion& igon J. Kft P.E. 1212012017 011MV0017 12/2Y2017 Approvo0 cmaorr. Eded«Doom (410) 206-1740 Mwnawlent bleb (813) W."" SubceYaoq:I IS bdwWDomAasrraM des. 8ryb10,7 NN*Vdo. Cam lanneYeMed: Csraos- Mwk«Lsbg Gang allmiEaLmai NM alarLam AdY■erour Um ad■.itd.lrt bond Wd■ teal E OML200 rue saaam..dgm talmr Skdeliamhri RoN.lew Esmm 1 a. dquotcmnbc-mquot and dpmtera-ark by M rid So OgNW sal Gland PNlryen Door Wkh 1203112021 No You, No WA Then"11•Tmd1001; and sill,--aMeiL I I -rd Waving Florida DepaM)ant of BLWrtess & Pmb=WW Regulation Few 1 ore BWWkg Codes and Standards 110e1118 Product Approval ApWAlbn Dahll BI1ftIIAi Oft go mil Yaroa .mrinat[ now E■rNNLAL1oNNNl )r1selNdl Yalmbri Stradnd ®GAdmm ammm teaks RwdM 2017 Cagey&"V FwtslaC 1111" WdcIV anti V*MkT*WggeMam NA, Gay PANMW 1141=7 oemo m7 law=? Appoved I a,I V - DOW (513)TM4od Irk: (513)51040M adCelapry: MoamW F I DOW AenMrn ffosdwkwodoeymom CaaeWe sweat coiNkslol Mark or Lleag Mal amadLERVLMENMLKAM Cairngamobol sorsaL.dmmam la110Q g,.rlawEt(i asYlsl Ortrs M 00W5.16 PM-21F1ak 841104, 73, 7q 1M0, 190, 411111117, slam Pon 0dn. 25 OIL) Dwer►Car (Wr b I&V oemirim No Yes No +30 PSFW 4RW, EW, OW. 48, 42. M, 48K 420, 6M. GDW wlb) WwDCODEY174; Ve Goap Dom PSF GD6sv. close. OR58V,ARM, ARMY EOM. BMV Florida Deparintant of Business & Rrotwiorrl Reguldw Pepe 1 of I BWWkg Codes and Standards lasts Product Approval AppkMm Detoll BC�I mt YaeblNs nomaim Sort. RodrriHeoe Yblirali( INION SAM l tlgAdmm AMMM Me! Rae WON 2017 C"so" IN wY COVIEW Rork VbdaeaY harYkTeeblq awww" NA, obey PNslwr 11I2=17 oenommy iNoMT Approved c44e—I OOrA Dose (613)7704M2 IM (513)51046M SWCelpay: SedwW barb Dow"M 6eagraasm WNem CmW40M Mat or UdIng SaimmeLemom gmdkAo Amo aLbLum A■saadhom kLear gel■ Mil EmoNLRE dtMs fawmrJbrmldam illlJi gldeuLaw aerael Ending so 0e5VA49 PAWNI53: M 75, M4.04.4X 48.420.40. flea Pon OM. 25 ga) SW41WCW(1g to 9W WMs) 05mi2 a No Yr No +36 PSF342 403T, NW. OM. Game, ARM, ED58 VO4)00 M74; Va GMW Door FSF Florida Departno of BuWnw & Pmbm)olal Rlbgddon Popldl BWWkg Codas end Standsdds laws Product Approval AppNDeUon1 Dm1sN agalm Sant Mlle )me am grLbmba ang mt rims meat slam ZNN NL.&LNM NdMOl Jet Egg" av d IwLaiomm amend mine RevWon 2017 PGTIdINYA DM Rua! dard-0ad@9C1;O-CER INN&D8081000-VAL l2ri 017 12AV1f l 1211261=7 Approved ceaea«r-Vsl k (441)4"00 (768)3164= aWWlaeWi: 81nye Nag *ow4 vw4wb%Lwm ompann wane ceraaoWorl Rork «u we adivitammina gmNLe� am■edhLum AMMMLNLM am RUM ltel EMOM2001■s Saidswasi.NaaRoNN bit m oddkl= Romer among 7 014001) Gaga lanes YryadO VSWI Says Hung Widow 0713W2010 Yn Yes Yam N61 Floridan pebnek of Budnem & Prokssim ReguMm Frge I di StAdkg Codes and Steldeds 1aaols Product Approval Appacatlon D@Wl RAM4til awk MMkw Gag gilt ombook am rot elm lYgmim1 Sraltli Romdrilrm Ylladmm mdo d Mfed1M arAimmo hwom aan ReslmA 2017 WkdYdd" Dan Runk MlamlDK*SCCO-CER dan{aodM BOCO-VAL IZVMI7 Ifflo 017 1299=7 Approval co lgaw. VWdovw (941) 4MMOO p86) 31"M su cafteo . Muarw *-$*Pgwwwm M.wm Com pftm a CwVadbn Mok or LMkq BdELtlilmaim Ms111Amoe ammumu im AomELmtud claw asp■ all E MkMLR mddld SmrnwJmlddam 1kaiNm 9lde amw RoNYow !Twos 1 Monaca brAIDodd cal VVbdmws Alunean Muaon 05remi Yn Yes Yw NM M MLadho Florida Departmmt of Business & PmfoWor W Reguildim Pro 1 or I BWWbg Codes and Standards laying Product Approval Aeatlon DsdN amiumn rot aimm lmrioas Samw loduKALk■ Nddmaat Mimi" Mkdrd E1gAi®3d Ammdd Roma RN him 2m7 AYYe Nick Thow"on Lynam F. Sdwft P.E. sir RynAe, P.E. 1001402017 10103ao17 1alfW7 1&12017 Appoed 6eblmr. Paw V*k (330)e223M PE-43400 (813)767tM0 804duld .Some ahwrpwnrddde.00m Carpaawe wart Evaballon RMpaLaan 8 Fb1YM Re.- AmIftot or Lb~ FW41 Prwlan%1W Errpkwr BAIGUL t8aa(m k� awn Mil ! >arraeNu.ied aetrrr mmng 1 a. 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P.E. 1200=7 W2VAI7 12012=7 Approse0 caeaay: EdrW Dome (410)2WI740 Mragmws busman (813)75748M OraCaYNry. aW I M Edur%rDwrAnenblw dtlwr0r1s0YgwwuNraa CmeNnn UNaree COMOR*n Mwkor UW4 own Btlm SWELGlslme ANEMMAbLum a■■ igaza t am last■ Mil CNOngRom iam godmammkomL m Ulm gmingwu amine )Toad 5 .. and 8psteWWIVn& cby esmid 810 Opaque and Gland Fbrysw DOW With 12031411121 No Yea No MM Thsrea ymagldt ak(MNad SLdea.a Irrsoeq 414 Oulawbq Florida DepaMlant of Business & Profeesbrrl Regulation Foge N d 1 BWld ng Codes end Sfanlderds lmm me Product Approval Applke.on D&W 6 Salle milk= Mla am adL&M a go mil YNWm 1lalabwm snow MmNarAlaro lmWebeaml Ya11tYt Ada BFLA Nnrw aomd mbar RmrbMm W17 POT klalehln Dean Rama WmFDeM BCCO-CER MMMKM eg=-VAL 12rAWMT 11,12111017 12125=7 Appoval Cartoon•ExWI Dome (041)4"00 MO)31a-2M0 8060 coal. nisi bailor DomrAeoenrbame d wtlA.aan coalpaea.a a~ Casa" Mrk or Uwe gmdkA osi Aaom dALU N Ammmmd*LUm lam. 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ARM, EDM mill) VWDWDEM74; WOGers sDom Par Florida Dopertment of Business & Professional Regulation Paw N o12 BWldkg Codes and Standards rmad2o Product Approval Application Detail 77 lngd vedfbirlim am Product Yodel. N1aMa a Noma g gp AmoroStYt" � R AM pnomm Y Florida Deportna t of Business & ProbsoWW Reguatian pow 1 d l Bullft Codes and Standards ,manta Product Approval Application Dolan B gait 29ks1 Rom an Metal" Rom rot leading mmdbtangt good summEAMe ydkbm M. Ywlmltl &WOW USAMMM AmuM ems PAWN 2017 Jamul "an %9910V Prodw%, krm. Pkgddp MW ReruaY L Oaaaa JOM Scull" P.E. 0812512017 0110001m17 01101112017 10na12017 Apposed Ca%gay: PWAIVAb W"348+2d7 PE-24121 (8 MY-2= b+eeapW. 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