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HomeMy WebLinkAbout3290 Lytton Hall Dr3 v L a� v c 00 rh 00 MM L0 I rn / _ m rn r` V z fV N O 0 J 00 to L0 t rn c c i rn 3 I, Q O) O W 0 c J y N LZ v 0 y 0 0 v 0 J N L 0 0 0 0 o.. rn 0 rn N S rm v N AN CITE' (") P PLAN EX ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Rad. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FIR DR French Door RECEPT Receptacle ALT orALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF B'Ifold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BLK. Block GALV or Galv. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter IRS, 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 Cig. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community K/WALL or K/Wall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer 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. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet lighting DMF Decorative Masonry Finish ML or M.L. Microlam UNO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR Vent through Roof EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or wl With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pk. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Fir. Finished Floor PW or P.W. Pre -wire VW Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-8-15 2.0 FRAME —WALK REVISIONS 12-28-17 3.0 2017 FBC UPDATES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. 1:1 ElEE-] E:1 1:1 E 1:1 E I ILM 17= INI INIARgM 1791 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 ROOF FRAMING PLAN 8 LINTEL DETAILS SIN STRUCTURAL NOTES SN1 DETAILS S3M MONO DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PAII A PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 1 PRODUCT APPROVAL NUMBERS MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. , - Vul, z � g z z o N z � � o LL TC+ V� Y U o a OW to e V) o (a U m w 0 8 p U 0 401t N�/i U)Z �x U u `� LU ;R•Z.....c; 10 W p'r'U'� F l '. Z� �� 3 cc� LL . F J' •r� r" ti Jo To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. CDr�i Z M J O us 4 Q LL__ C6 zo oo Z Za Q� z® oa C"6 K U � U OZ Z O E N � az ao �z r� m� _to �U hOJ Z to J N 3 a ° QW Z z W Q U O a w< a Z 0, =3 Mill O co <w w 0 a O 003 C =O 0 ^L1 W � N 00 N O a. 00 > I� I— `� C CIO J s— N LO T N o � 6 M 200 M CV o Z Ecc E c o U J Q 0 J JOB NO: 19-5338 SCALE : AS NOTED SHEET NO. C S 0 A O 35-SH w ( \\\ 04 NU70 -0 TZE1 v I \\ 30'-0" C14 N 4-141. �13111 7 B 04 CAFE 068 ENTRY 8'-0" FLAT CLG. 15'-0" 4 FAMILY ROOM VAULT. CLG. - \\ VAULT. CLG. CARPET \ I CARPET I I 7 ni PATIO O ^I� -- n- n I co--------------------------------------------- 00 I I cD /� p in`� 868 I -J _U l!J -4 I��I 2:12EI LING =4 j I� lal I - I A fn N TYP @ 1 STORY A S3 II 11 I I I io L_ -v .j ITI 9'-01, 3' 8" 2'-8" 4'-3" 6-10" T-7" I I OPT. D PT. 20'-9" I 5'-0" 1'-78" G DR ER VENT liall S3 TH RU ROOF I HANSON BOX @ I H 17, 36" A.F.F. r „� I = rl I 00 I I I- _ EDGE OF SLAB 2" °' I I� l_______ _____ __J o o FIBERGLASS N I� Lu L V) SURROUND I BEYOND WALL I (4) 2x4 #2 SYP lox I D.W. I O O T STUDS W/ USP G ❑❑ ; K 2-CAR GARAGE F- HTT4 BASE ~ - - - 3 S3 8'-0" FLAT CLG. I C7 • S3 a s+ �°6.. 2ll I. I9' �" N I -58" 5, 34,. OWNER'S I SUITE NTI� ' ' " a P TIE ILE8'-0" FLAT CLG. W CARPET rno �) RA G w 9 S3 L - - - - - - - - - 0 5-SH c' 00 _ CARPET 60" X 36" R&S 9'-4" FLAT CLG. SHOWER- - - - - - - - - - - - FIBERGLASS 8 34 �' 3 8$ .HALL I [Inm/ [ IAIM fn = W Cn O N W ib 2668 2668 8'-0" I o0 iv 4'-1" 1' 3" O 4068 B.F. EEO A 4068 B.F. e " N � 04 4-SH 2' 4" �-3z11'-4" N 11'-101, 43'-0-, g.-84„ S' BEDROOM 4 m - IL 8'-0" FLAT CLG. W O BA H I CARPET I w M TB `e 0 � BEDROOM 2 �;00 to I BEDROOM 3 O 8'-0" FLAT CLG. CARPET I I I 8'-0" FLAT CLG. CARPET T EGRESS I EGRESS I I 25-SH 25-SH A O O S3 30'-10" T-10" 20'-8" 0 0 �0 N In 00 HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU Flan (Flange) g) R.O. FRAME (Fin) TYPE 12 20X26 18jX25 S.H. 13 20 X 38 j 18 J X 371 S.H. 14 20 X 50 j 18 4 X 50 S.H. 15 20 X 63 18 4 X 621 S.H. 16 20X72 184X71 S.H. 11-12 271/4X26 26X25} S.H. 1 H3 27 1/4 X 38 j 26 x 371 S.H. 11-14 274X501 26x50 S.H. 11-15 274X63 26X621/2 S.H. 1 H6 27 J X 72 26 X 71 1/2 S.H. 22 37 j X 26 36 4 X 25 1/2 S.H. 23 37 X 38 36 4 X 37 3/4 S.H. 24 37 X 50 36 j X 50 S.H. 25 37 X 63 36 4 X 62 1/2 S.H. 26 37 X 72 36 j X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 j WIDE S.H. 32 54 X 26 52 4 X 25 S.H. 33 54 X 38 52 4 X 37 S.H. 34 54 X 50 52 4 X 50 S.H. 35 54 X 63 52 4 X 62 4 S.H. 36 54 X 72 52 4 X 714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" DA +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 OD +28.3 / -36.4 OE +26.6 / -28.0 O +26.6 / -32.2 GO SEE SN SHEET OH SEE SIN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +34.0 / -44.8 WALL LEGEND MASONRY HGT. @ 9'-4" A.F.F. TYP. 2x FRAME WALL INTERIOR BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR LIVING AREA 1817 LIVING TOTAL 1817 GARAGE 427 FRONT ENTRY 32 TOTAL AREA 2276 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED FIRST FLOOR PLAN - B EXT FRAME 2 x 6 R-1KRAFT FACED R-30 BLOWN -IN CONDITIONED CEILING (INSTALL BAFFELS AT EAVE) SCALE: %4"=1'-0" GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) j i' 1 / _� rl C _ -- M � M pq z N t0 - z QJ M d N E3 _ M WtA z o Ui Y (� w a o a w � N E �N $ o LL, 3- �- m E = O U 'o • N N 2Z�. tu • ° LU A JNLL To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. o M w w Z M � � Q LL- E wo �z �� �m Q� Z® H ru o E �� p`°� dz oco D() i Z CV rU t wo z ox U 0 �m °� 0 >z Z cn J N 3 Fm �Z ° W v Q S< LLa wz, vi o tiLL i3 v a 0 2 O y ,! N LL N O m > r--. 0 'Ri- c -Q o CM .� j � CD I N rn 0 r ai w00 M N o M z N E O 0 U _j Q O JOB NO: 19-5338 SCALE : AS NOTED SHEET NO. 1.0 3 c a> x 00 0 W) V7 00 r' ) L0 t O� i x m rn Of CU cV 00 N O 0 J 00 th r0 I c v �v 2 rn C -L 3 C Q O n. E y E O x 0 c J y N LZ U 0 t5 U 0 0 .o J LZ N El- \ r` . a3 0 0 rn 0 CM S m 0 V) a 0 M 0 M MIRROR Li r171 j FLL71 L7 Lill I OWNER'S BATH KITCHEN ISLAND O M C CV 0 F- BATH 2 KITCHEN O CV 0 N OPT. REF. KITCHEN INTERIOR ELEVATIONS SCALE: 1 /2"=1'-0" i i z � g z o E3 z N =CZ � � o _ LJ T VJ y W � V � Q O `- W H N Oy /}S O ` V � pp U N W m �- T E O '® _ U o Of e —o 0 soy W SN622 z Z I H LL �t�iV113341/,r W ^ a Q Z ' I&Luvi` 0 _ J To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. O w Z Cl)Z M J Z O i z a � Z ca Q E O (O0 O _ �_ wi pa E z z® oa UO �z a z Nao ¢z wf _ s~- @a ao a�Z m 0¢ Z�� Cf)Q J m m Q W f z Z U U) 3 < o� LLa Z <O �w W �jQ a� 3 O O J a a �0 O il¢ a F 3 C O O i ._ N x 00 N O m r 1 TrT � o M_ VJLO■ • T � I N ( N r M 00 M N N i o Z Z N O @ a E c° ¢ o -1 JOB NO: 19-5338 SCALE : AS NOTED SHEET NO. 2.0 (+1") 6" SMOOTH - TEXTURED BAND T.O.M. r. c a 12 5� 12 �5 24'-0" RIDGE VENT A --- FRONT ELEVATION i — ,j, �,— HDR HGT. TEXTURED 2,-0„ 01 CEMENTICIOUS o FINISH ON C.M.U. ao co (TYP.) CO 25 SH 25 SH ------------------------------------------------------------------------------------------------------------------ F.FL. - B1 SCALE: 1 /4"=1'-0" LEFT ELEVATION : 1 /4"=1' General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. "CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN — (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SQ. FT. i /�-_ i� � z S z Q Q o M _z � � o NCz 'R,�• �_ n 0 ° w � N c o � � o U m ' m �- T E o g = U o d 0,M 40i 14 — N � N Z U) S rlifir'1i� :Nz LU LAI �-Z`(Ci)�� Z rgNU) " , Ec Z_LL U1 Q ,y u 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 - Residenlial 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. r� o Cp J Z< W Z M w Z O � a LL_ Q 2 o w�¢� m Z0 z _0 ECKS C O C U a ¢ z a0 o a �O OU O < a Z GV L ❑ �w m Z y O H zz m Q W 0 30 �LL a� 00 wJ c F 3 O � O a 0la 0 3 C O � ^L1 W i N LL 00 N i� 0 Y L.i. 2 m 1 `� 0 o CM O LO r I N o T ai M 0 M N o Z E ca n U J Q J JOB NO: 19-5338 SCALE : AS NOTED SHEET NO. 3.1 cm 3 0 0 r— t2 oo 1.0 rn IY m rn n o� c as v v _ [V 00 CV O O J 00 M r`4') LO I cm 2.1 v v v _ rn C H Q (T O N E c c C J co In �C 0 0 U 0 i a: 0 U J N ri N M 0 0 rn 0 N M <n 12 5� 12 ;�5 - - T.O.M. HDR HGT EXTENDED OVERHANG TO BE CENTERED ON DOOR TEXTURED o CEMENTICIOU 11 3 FINISH ON C.M.U. 00 °O 0 E (TYP.) co 5068 SGD 25 SH 25 SH F.FL. REAR ELEVATION — B1 SCALE: ,,a -, 28'-0" RIDGE VENT T.O.M. HDR HGT. 1'-0" 2'-6" 01 TEXTURED o - CEMENTICIOUS co co FINISH ON C.M.U. -1 (TYP.) 12 �5 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4'-0! _ _ _-- TEXTURED 21-0" CEMENTICIOUS FINISH ON C.M.U. (TYP.) F.FL.-----L_1-------------------r---l-----------------------------------------------------------------------J-------- RIGHT ELEVATION — B1 General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION .G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. —CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SQ. FT. j i i 11 1, `= AF ri-- j i \ M z � g z z CD a o z N = +� w o o Q .O LU �N 2 o � U 00 W o ._ c Lo to Y • Q see N �O N Z W z0 w z° U) — H _ LL r .o c. u7 LU i!///z LY \08 Z • Q% J u r� ` i ❑QLW o.......... O F E S g1 /,i��/t`lfUltt11111���\� 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 Engineers signature and seal. o< M M ¢ z J U- ce Q C O u, z o �� o w. ¢� z® E I— O KU oa wr uo � u O z6 C:)C CV ru i ao a0 az ¢w w z ro � C J o z 0x N 2 0 m p o� Y Z z ZH N 3 Q b oa gz o W Q 3 wE w oz a �w J w i= w O �I0 a F- V- �t za o3 C O CD N W � N LL, 00 N 0 Y U N v CY) ■ r_ L / T I N 0 04 00 T— ai M w M N CN o z E pCID E Il U Q p —J JOB NO: 19-5338 SCALE : AS NOTED SHEET NO. 3.2 2" VARIES CAP ----- _ CAP 1" 2" *NOTE: N N FOAM TO BE USED 1" RADIUS ih ONLY WHEN REQUIRED BY ^ = 3 1/2" RADIUS 1/2" RADIUS rM i14 eo - COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES �r 04 3/4" RADIUS - BUILT W/ STUCCO. 1/2" RADIUS 1 1 iv EDGE OFF 1" 4" VARIES -IN 1" OPENING �- VARIES V-4" 0 22 r VARIES 1'-4" F0 iv 1 �„ 2 VARIES ill 1 „ 1r, 1 1/2" RADIUS —N 4" 3j„ 4,r A 4 42„ � � r�la -1v r � 2„ - � MI� � - �M 2 1/2" RADIUS LO T CD CD VARIES 12 32,r i1„ 31r, 1" iv 3 1„ 1„ 2 1„ 1„ BASE BASE T� 1„ T 3„ 3„ a 4,r Ilk 4�� 12" *NOTE: VARIES 8" 2„ T' FOAM TO BE USED ONLY WHEN � REQUIREI BY COMMUNITY SPECS. IF NOT, 1" OPENING VARIES 1'-6" 1' 4" 1" DETAIL TO BE 2�� 2" BUILT W/ STUCCO. EDGE OF 2_ ' OPENING 6 ' 0 1-1/2" THICK 1-1/2" THICK 10" N AN M — 24r, 10" 6" N � _ a cD __ IN �M 4" 2 N 2„ 4„ 3„ 6" 2„ 2,r cv w w Sri 32,r' 1-1/2" THICK 21" 4 - -I 2'-4" 51„ 1' S„ 51„ „ 4" 1„ 54 IN 60 I 1 ram„ 3„ - - - cD N O III�I�!�! IIIIII"` 3„ a 1" 12" VARIES VARIES U) 1„ I I . VARIES VARIES 4„ 8„- 31, 2 I ________ iv i iv I 00 Q1 6" 4" KEYSTONE F11 c OPTIONAL KEYSTONE F11 00 OPTIONAL 43' to I� I 2=' �`'' 4" GARAGE DR. OPENING 4" 3 a 4" WINDOW OPENING 4" 4" > NOTE: • INSTALL OVER STONE, TYP. VARIES • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH EN 0 • FOAM/ EPS MATERIAL IS ACCEPTED NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH 14 1, 64,r 14. 12 2'_1„ 2„ • FOAM/ EPS MATERIAL IS ACCEPTED 54„ 1' 12. 53„ T-8" 7" iV 4" 3-0" 4" O CV 00 z CN cDA. � CY CD 1 1,r o N *vl N o0 o v MM , 12„ 1" v GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) I I • ACRYLIC SAND FINISH / � L ! I=Jrl J i � z g o z J M d O E3 to o Q) 4--+ C/D x � O Ln c E t/1 o � � U m w r— 12 0 $ I' ,•. S ci o 4 m ¢ M • ® Q sm �N Z � � No o w Z � .y- re . M ao Z �' J _ 2 CO O _ W Q ' ` a W 5 Z oyrn a p cC , c 0 3 z Z N Q M W o o0 ❑❑ rn N M 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. M M nz o S z J U`� o �EE ¢ � <k ?® OO XO goa8 CDa= (V O ¢¢ wZ 6 C z .z2 ZO ZU) ai <'1z ' N Q °op ZO az a ww W CD e7' z a 0 F 00 3 2O 0 W ,! N LL 00 N O Q Y ir. N O > CO o LO r N rn T 00M N N i o Z z O 0- E U _j Q 0 JOB NO: 19-5338 SCALE : AS NOTED SHEET NO. F 1 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. POWER CO. FEED INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94-J 200A INDOOR PANEL CENTER CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. opper to lights & outlets upper to 20 amp ckts copper to WH copper to Dryer 2 Alu GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" 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, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER WP WEATHERPROOF DUPLEX OUTLET GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH THREE-WAY SWITCH 24 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE I--O WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE +PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN ;W EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) P� 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 �]M ELECTRIC METER _!Q ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G T J OPT. CEILING FAN 89 (1) PHONE LINE, (1) DATA PORT PATIO GFI n CAFE r FAMILY ROOM loo 6o, � - - - - - - - - - - - - - - - - - - - - - - - ROUGH -IN FbR \ OPT. CLG. F�N/ LIGHT \ \ PRE -WIRE I � I I C.M I \ k / 11 OWMY, R'S I W ITE ' G \�) ROUGH -IN FOR I OPT. CLG. FAN/ LIGHT PRE -WIRE W.I.C. )::�( 1�_— V I _ I ENTRY I WP f4kGFI I l� IRRIGATION PENDANT AS GFI @ 44" A.F.F. PER SPECS Q r----------- - CH AHU I; -- n I 7-0" T I—11 II II 1 I I I \ L —V— J OPT. I I D. W. \ 'GARAGE GARAGE j DOOR GFI- I GFI - - VP � \ G FI 4' LIGHT AS PER SPEC E' 2 CAR I GFI I '1 'SINK / DISP A.F.F �/'1F�A, I Z I 0 a I I --A 74LA Q J I I U J >_ w I I - - E W w� > w L — — — — — — — — — — — — GFI --i GFI @ 44' - GFIu — • A.F.F. o DEDICATED RECEPTACLE FOR MICROWAVE RANGE C.M HOOD PER SPECS BATH ROUGH -IN 1FOR OPT. CLG. I/AN/ ,� LIGHT PREfWIRE;Fl J 1 v BEDROOM 2 S. C.M qp IL ---------------- \ S.D MALL S.D \ I EDROOM 4 \ \ n V ROUGH -IN FOR G , ROUGH -IN FOR PT. CLG. FAN LLIIGHT PRE-W R/IB E D F OO M 3 OPT. CLG. FAN/ \ LIGHT PRE -WIRE VERIFY METER LOCATION WITH BUILDER MAIN ELECTRICAL PLAN SCALE: %4"=1'-0" i i i t- -- - .:_' iA, - '- L \ c� p� z N O zo V Q J M O d N z (D o � _ L, Vi Y u o Q 0 w N E o � � C� 00 w �— 2 E O = �0 O n Q Sm N 2 Lj Z_ LU 4j v IgG Nz a W d m- �Z z Z V o O d S 3 rr m m N V Z N LLM aE N Q W Q �N ce o ❑❑ rn 0 eM t` 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. o Mu Z M J Q QE oo wj Z a � �® ❑a @ K 0 O U °oQ Z O &¢ Qz WZ �o 0 COC < 0, Z, Z Q% Cn J m <� Q W gZ a� 3 $ < Q O U W 3 LL �� a �Z �� o� 3 �o o O w� I a F V is3 ° c O O Za W i N LL 00 N 0 Q C Y 0 N �1 > T O 0 ■� O L0 r N rn N r 6w M 00 CN N o z E 0 N `m 1 E U J Q p J JOB NO: 19-5338 SCALE : AS NOTED SHEET NO. 4.0 ATTIC VENTILATION CALCULATIONS ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQIN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided . Ventilation Ventilation (See Elev ) required needed required soffit by upper needed ventilators Main 19.000000 2.000000 Floor 2276 2185 312 1092 78 546 561.0 285.0 276.0 (Zone 1) **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN SCALE: %4'=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. **CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA I LINEAR FT. • OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. \ i i i� \ 0 z z m < Q M o a z V) o CD �`� T, W Q U � Q Ow � IN c�, E l/) o U Co s 8 U oat o • Q 0 S� N N V�1 N o� a boo �z fA 9z W_ W` �►f�1+tfla�/ 3 z A C N O 3 cc _ !.0 ! To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. o� w t"J 3 u o z ¢ lJL n. E wo ¢ ry a cc 0 U0 z,a O E N a p ¢o o a Z ¢W UU N z z z J N m Q W zz ¢ zz W Q LL az N F 3: � hJ = = 3 J o O w �o a � V tt Z O- C O O N ._ N LL 00 N �-. O I..L O m > 1 o M •� T N IUD T I N rn ,— 6� E N 0) 00 M N N o Z Z E O ti iL E .. 'D v U � Q 0 C � JOB NO: 19-5338 SCALE : AS NOTED SHEET NO. 5.0 t 3 c a> v 00 0 t- M 0, I rn x Q1 x CV N O J M to I rn CD v i o, 3 Q O] N d E N E O S v c J y N I.� 0 v 0 U U 0 0 .o 0 t� N M v 0 0 rn 0 N \ N Ln m v N T- 5' 59'-4" 58'-8" 5'-1" 6'-4" H.B. 6'-0" TYP L S3 2'-6" x 2'-6" x V-0" W/ (3) #5'S E.W. .................. .... 0............... 11�■............ .■ ■ - - — — — — — — — — — — — — — r INDICATES FILLED CELL w/ 3000 — — — — — — — — i— ■ r PROVIDE Y2" x 9" "' (2) #5'S T PSI CONC. GROUT FROM FT. TO I BEAM W/ #5 REBAR VERT IT RECESS FOR FRT. DOOR 1/2" SLOPE=4I CD in STEPS (1) I ABOVE SLAB TYP @ ALL TOP OF CONC./ PAVER TO BE4" �-3 19 BELOW FIN, FLR, REQUIRED PER FIELD 0'-0" PLACES SHOWN HOOKED FTG. I 2'-0" 4'-0" 2'-0" 6'-0" 4'-6" 2'-6" CONDITIONS DOWELS 5" EMBED W/ 25" EXT. CJ ABOVE SLAB "GRADE 40 STEEL" CJ CiAlv— A.0 ■ ■ ■ ■ ■ TYP PROVIDE 1 Y," RECESS FOR SGD. REFER TO - I HVAC CHASE AHU I' ' — — — — — — — — — — + — — — — — — — — — , Zli o L S3 I MASON'S SLOPE FOR 7� I WIDTH ON BOCATDION "' I I i (2) #5 REBAR �3 1/2" 32'-84" `<, 4 _gs �' ' VERTICALS w/ in FILLED CELL L I I — — 37'-5Z" 21'-24' 54" T-8" T-8" I 2'-1" -31/2" SLOPE 4'-0" ; I G ; ; OPT. D I; 10 S3 CJ r— -----1 CJ CJ f CJ ' I I o o . .............. r===�-------- ICHASETO ■: I J KITCHEN ISLAND I ISLAND ' 2'-6"x2'-6"x1'-0" LOW WALLS l o ° o a j II J � I. t I I' S3 p W � W/3-#5E.W. CJ L�—__------ -- bN G SINK wl DISP '- � I S3 I t 23'-111, 2'-10" 4114" (2) #5 REBAR A : °s3 K VERTICALS w/ in I I' S3 FILLED CELL I I CY I CJ CJ CJ III I; 7LI 60 I .. .. ... . `" .......... ..... ............... � I ---------------------------- � 0.-0"� 1 . / 1 ....... .... 0> ......... ............. oo ED I . ■ // / 13'-54" 71 211 ) CJ CJ CJ ° 3-1/2" MIN 2500 PSI CONC 0'-0" /l/ I J l� SLAB OVER 6 MIL VISQUEEN t VAPOR BARRIER I : ■ (3000 PSI CONIC. SLAB FOR 1 ih 1 HERNANDO COUNTY ONLY) L— — — - — — — — — — — — — — — — — — — — — — _j 4'-0" L T-10" L 4'-811 L 4'-8" L T-8" I. S-4" FOUNDATION PLAN SCALE: %4"=V-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN co _T� z co J CONTROL JOINT DETAIL SCALE: 3/4" = V-0" % .'� :; #5 CONTINUOUS REINF. SEE FND. FOR QUANTITY • �. #5 X 25" X 25" CORNER • ',; ' ' ',�; '• '�,' BAR ONE FOR EA. -' ' ' ; HORIZ. REBAR, TYP. U.N.O. •.�.•. �.;� "�-�:� • �;� - • •• **Alternate: ;•• The reinf. bars shall be •'��;,: �'�r, ;� f.; �'�� • cont. around corner by cold ,; bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" i� i i, i l z N 80 Q o a z N a jr fC5 w o o a 0 w N N Z:) �N c o o c> m ~ m E 0 8 J00> _ � d U o • ol 8, Sm � N o� LU 80� o w z Z LLM -T Q r� I t act OT�_ IF 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. o w M CYJ mZ O i 05 Z —' _ LE C3 C, o- OI E U zo o� ao >a 2N z® oa w¢ F_ �� �¢ �� °z z o r-' N r az ao o az �� B � ¢ x mm m o o� z a C/� J ) to < a az zz z > a O ¢ o 2 ° �w W U wt oLL 00 z as 3 =o �o co zla �3 c O 0 N W i ._ N LL 00 N O `� d- r 0 � 0 � CM r ■� J f N r 0 I N � r ci E 00 M N o z E O a E 0 _j < o � JOB NO : 19-5338 SCALE : AS NOTED SHEET NO. 6.0 UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 - 10d x 1 1/2" HTA20 1615 1585 10 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1615 1585 10 - 10d x 1 1/2" C H2.5A 600 535 10 - 8d R77A 670 565 10 - 8d X 1 112" D H3 455 320 8 - 8d R73 610 525 8 - 8d X 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1400 1400 10 - 10d X 1 1/2" F HHETA20 2235 10 - 10d x 1 1/2" G H10A 1340 1015 18 - 10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2"& 8-10d H HTT4 3610 3105 5/8"ANCH. 118 10dx1.1/2 HTT4 2715 5/8"ANCH.I201061-1/2 J HTT5 4350 3740 5/8" ANCH, 1 26 10dx1.112" HTT5 3225 5/8"ANCH.1(28) 10dxl-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L H 4505 3785 15/8" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD76 * 6645 565 7/8" ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N 1165/1070 ** 1005/915 ** 8 - 10d x 3" JUS26 1115/1060** — 8 - 10d P HUS26 1550/3335 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 1000 860 14 - 10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 1000 860 14 - 10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" U MGT/MUGT 3140 3140 22 - 10d X 1 5/8" ATR WI 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-10d X 1 1/2" SP1 1 585 535 1 10 - 10d SPT22 1 685 1 1 8 - 10d SP2 1 1065 605 1 12 -10d SPT24 1 1030 1 1 12 - 10d 645 555 1 12-10d 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 USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (B) B) (A) (+ 1 OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). (B 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) MAYBE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS RRRR��EERR 1 OR CONTCLEDGER� (A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE F-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. ROOF FRAMING PLAN i� i (h cl R (D z o z o z J th O CZ M N z CD Cl% Y (� w � �oQ Ow r— V) r~ E t/1 o � � U in .7" = o g U oo w � N Q o m 44 t N �D N Cis, Z ZN O Z .�' �1iio� �? w � ro W W' v'rn j. .�.Aw%` LUI �Y C) 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 Engineers signature and seal. r_ O Q z z M M z = o S a U- c z� Wo > m Zo a� a Z 0 U a z0 oa 03 E o oo OO Oa zar S N az o �o az i (� z w 0 mo O zz v N J ¢ ° 4 w m o W N > � > cL 3 > oLL O a U �z ao �z r-- =3 J S �~ CD 7 z¢ a OUP C O O W ._ N I.L 00 N .-. O 0 N m m c M V! °� J r Y a N/ �- T 0) M ai N 3 N y i o Z cc z E p NM 2 d E w U Q c r- JOB NO: 19-5338 SCALE : AS NOTED SHEET NO. 7.0 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11, The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads should be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load • 0 Safe vertical load Safe horizontal load — GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 8F44 1 B/1 T 8F40 1 B/1 T 8RF400B/1T 81`321B/1T FORM & GROUT SOLID O J5 BAR CONT. 8F12-1B/1T O Y' LINTEL DETAIL SCALE = N.T.S. 9 ZZ INS TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY ¢ uw 8F 16— B/1 T Q � m t t LNOMINA L QUANTITY OF WIDTH #5 REBAR AT TOP NOMINA ° HEIGHT MATERIALS IT precas'fTintels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 wl minimum net area compressive strength = 19GO 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. #5 EBAR .(1)RE AT TOP MIN. (1) REALTERNATE POWERS Q'D 4 a -1/2" CLEAR STEEL LINTEL 0 4 ° e .M.U. #5 REBAR AT TOP a ° < MIN. (1) REQ'D ° 4 1-1/2" CLEAR 4 H ° a a ° GROUT Z D ✓, Q ° O � ¢ � ° � � C.M.U. 5 REBAR AT = v~i w 4 ° O BOTTOM OF a w vi O LINTEL CAVITY U rn 0 di \ n C -BOTTOM REINFORCING ¢Z 0UO ¢ ¢ c7Co a cr J> 7-5/8"ACTUAL PROVIDED IN LINTEL Z j w ,n ¢ - O 'S L" a D /� D . <1 #5 REBAR AT B( AS INDICATED 40MINAL WIDTH (VARIES) U) " e ° ° LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications 5-10" LL �F� CF 4'-6" LL 4'-6" LL B 6'-6 LL E MIN. 17'-4" LL F 5'-10" LL LINTEL PLAN SCALE: %4"=V-0" _]n \ i \ i \ Z N O qry� O Q Z Q `- J M d N M t0 N z v CD 1J T C17 Y W V � ¢ U ` w � Ln E �l!) � � o U m o� W C U ) 92 Q • rn M Sm -- N N .w Z W M O M ..• C V � J V i.til WQ<<Q�t,i/fiJj`z Us, LN �N 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. r` O Mn w z co O < Q L IL tZ 0 E OU z o �� w? » eN z® oa 1— _ KO ¢ < �co pU O => n z ¢ O ¢ a Z Kw L U C C o Ox h- m Oz zr z U.)rz J 3 ¢ ° z z go W C1 3 oa ¢ a N w O VO' zIa a r � '> '0 O >n L � ._ N 00 N O Q C Y m L� 1 W c -� o M .� J TO r I N rn N � r ui E N 00 C'7 C`V C N o z z E O N E to a 0 U Q p _J JOB NO: 19-5338 SCALE : AS NOTED SHEET NO. 8.0 3 c •v x _ oNo 0 r- M L0 I rn i IX m rn v v 0 J M r0 L0 I rn iY aci v v x c -L 3 Q rn N �p G E 0 2 L c aci in i tZ En S U v U 0 c 0 J LZ rn '4 0 0 a rn N N 0 0 �v o� c / ENTRASYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24 A.F.F. NOTE: BORATE S CON 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 E PRODUCED F R RESIDENTIAL OR GENERAL HR MATED COPPER ARSENATE CCA-C WILL NO LONGER B0 AS OF DECEMBER 31ST 2003 C 0 T CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES ES HAVE C 0 REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10, GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 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 ± 2 INCHES (914 ± 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 Y2 INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1. 3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 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 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 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2. 4. 1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ad. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3, DESIGN METHOD 3.1. LOAD FACTOR DESIGN: THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-I-P CONCRETE NOT EXPOSED: 1 1 y„ GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-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 WORST CASE DESIGN PRESSURE TABLE 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL BUILDING DATA CRITERIA. 4.2. 3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WIND SPEED (ULTIMATE) 140 MPH WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR WIND SPEED (ALLOWABLE) 108 MPH ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED WIND EXPOSURE -- "C" (FBC-R R301) 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. +/- INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG ) 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : BUILDING CATEGORY = II 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ DESIGN WIND PRESSURE: CONTRACTORS DISCRETION, (COMPONENT AND CLADDING) WORST CASE (10 SF -END ZONE) 4. 3. CONCRETE MASONRY: # END ZONE IS ONLY WITHIN 5'-0" OF ALL EXTERIOR BUILDING CORNERS 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II WINDOWS AND DOORS NON -MOISTURE CONTROLLED. 140 MPH + 29.7 PSF / -39.6 PSF END U.N.O. (END) 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI CONSTRUCTION MINIMUM. GARAGE DOORS (V = 140 MPH) TYPE:5B 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE SINGLE 90 +26.3 PSF / -29.8 PSF CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED, DOUBLE 160 +25.2 PSF / -28.1 PSF 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER NOTE: 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1 U.N. . 0 IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE 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.C. CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE 4.4.4. IFPLACE OF PLYWOOD IS TO HAVE SIMILAR OR STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD GREATER SEC ION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO MANUFACTURER SUBMIT SHOP DRAWINGS THE ENGINEER of RECORD. THE ATTENTION OF FLORIDA DESIGN SOLUTIONS INC. PRIOR TO THE COMMENCEMENT OF FABRIC T A IN 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN � SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE CONSTRUCTION. ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK NOTE: 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: 1 $�� FASTENING SHOULD BE TYPE �� W�� 1Yq�� DRYWALL SCREWS AT 12�� O.C. FOR CEILINGS AND 1Y SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy=46Ksi OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS GALVANIZED ASTM A307 (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy ITH G90 NAIL DISTANCEFROM EDGE SHALL BE 8". THIS SHALL APPLY TO BOTH CEILING AND WALL -87. GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING PRIOR TO OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. LFASTENERSANDTIE 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. NOTE: 4.5.7. CONCRETE EMBEDDED 'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 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 ed. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C ncrete overpou and mortar along the foundation perimeter must be removed be ore exterior soiltreatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemical barrier must be install, d after construction Is complete, including landscaping and irrigation. Any sol(disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. i o � = z 0 0 0 z z QoE3 N z o Q,1 U �Fa u, n 0 w L/) c E fQ U m o E =�T U o c U) • r. Q Q �o N N v�i N tD � yy O Z W z d Z � Gas. Z N QSu W Q `�E�Pf/ff/a a ° Z �. ✓ ! o 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. CD m w Z CM M J ti 4 0O U_ Q 0 o �o z » <� ca K O 00 Zc o ru N � wZ o ww ¢� _ � _ D Vi C Z x U mo o Z Z Z J a°0 'aw �z to d a � o LLa z go �w W U �a �� o O Jw wa U0 �o 'ate II� c O 0 V nL' W � N 00 N �. m > T O T M C_ 0 TT LO T' .L N rn N 0) T ui E w00 M N o Z E 0 d E f0 c aL U _j Q a JOB NO: 19-5338 SCALE : AS NOTED SHEET NO. S N I CORNER OF HOME GARAGE SIDE ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE 0_1 w 15/32" CDX PLYWOOD OR 7/16" OSB RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 6'-0" 6'-0" z + + + + + + + + + + + + + + + + + + + + + + + + ++ +++ +++++++++ + Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 314" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber FILL CELL STD. 90° HOOK BOND BEAM w CONT. #5 Q STD.90° CONT. #5 I HOOK �� BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM v BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO a CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D ��,�PLYWOOD FLOOR COLUMN AND %, SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI <% `MASONRY WALL OR INTERIOR BRG. WALL \\ TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS DOUBLE JOIST CONSTRUCTION SECTION a@ INT. BRG. WALL (Not required if both loaded equally from above) N.T.S. Filler blocking 1/8" min. }Small gap 2" min. r i 2" max. 4" max. Web Stiffener Fastener Schedule 1!8" gap � � ---- �'- l' r , - Joist Bearing Location Series Depth End _Intermediate_ 2-8a 2 8d - - ® 9 1//" -- 2-8d 3-8d ------- Clinch BCI5000s 11 121, nails - 14' 2 8d . 5 8d - 9 1_ 2 8d _ 2-8d possible when BCI 6000s®' 11 7/8" 2 8d _,_ _ 3-8d Cl 6500s® 14" 2-8d j 5-8d 1) Support back of web during nailing to prevent damage to - -7/ 2-8d 6-8d web -flange connection. - - ® 11 7l816 2 8d - 3-8d BCI60s __ 14 2-8d 5-8d 2) Block solid between joists for full length of span. Tight fit 16" 2-8d _6-8d 2x4/PI ood/OSB web 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. \. 11 7/8 3-16d 3 16d 4) Place joists together and nail from each side with 2 rows of 10d nails Yt^y stiffener 2" min. gCl 90s® 14" . 5-16d 5-16d 4" max required when indicated or 16 6-16d 6-16d 2x : CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION-Birdsmouthcuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * over squash=20 blocks and Non -stacking walls require additional wall or beam below.* consideration. Check focal building code for appropriate 1/16 details in One 10d box areas=20 of high or--20 sinker lateral load. nail each side 11 1 _ at bearing. TANK -LESS W/H H C G 000 5'-0" a0. - STUB -OUT FORLO 1 r_Orr O o 0 GAS METER 0 0 O &4 = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL ""`ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-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'-l" (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 KNOCKOUTS) ALLOWED IN BEARING ZONES —� DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" (10d) nails at 6" o.c. O! Load bearing walls 7 higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : for vertical load transfer Plumbing 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.* Joist kJ When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Provide adequate bearing for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls Od nails SECTION a@ INT. BRG. WALL require additional consideration.— N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) - bt: UU I ANT VVNtht IN CANTILEVER y 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 ROUND IN CANTILEVERS. Any 16' joist Span (ft) - -- - - 8 V-0" V-1" V-2" V-2" V-3" V-3" 1'-7" 1'-11" 2'-4" 2'-9" 3'-2" 3!-7- 12 V-0" 1'-1" 1'-2" 1'-2" V-3" V-9" 2'-4" 2'-11" 3'-7" 4'-2" 4'-9" 5'4" 16 1'-0" 1'-1" 1'-2" V-2" V-7" 2'-0" 3'-2" 3'-10" 4'-9" 5'-7" 6'-4" T-2" 20 V-0" 1'-1" 1'-2" V-2" 2'-0" 3'-0" 4'-0" 4'-10" 5'-11" W-11" 7'-11" 24 V-0" 1'-1 " V-2" V-3- 2'-5" 3'-7" 4'-9" 5'-10" 7'-2" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. SIMPSC w/(22)' NAILS 1 5/8" 0 THRU BOLT SIMPSC w/(22)- NAILS 1 R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / HETAL20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) -7i.I I I —I I —III— I — Nail with 10-10d nails. 1T� — I I I Install tight to top flange. • SLEEVE THRU STEM SEE PLAN FOR ° Joist hanger • FOUNDATION INFO .• e' STEM FOUNDATION Filler block. �Vv Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4" 2" gap �- Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4%2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements %✓ 0.6 X Joist /' /� depth -! \ 1 I -JOISTS BUCKETS N.T.S. GRADE 0 REINF. SEE PLAN i (2) #5 REBAR A/C CHASE 4" PVG SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. �® LOCATION OF SECOND H10A SIMPSON H10A • ' (WHEN w/ (18)10d x 1 1/2" • REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H 10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4' 0" CENETERED @ PIPE PENETRATION 4- a d e e_ 111 ' I —III— •. PLUMBING LINE i—PVC OR SCH40 SLEEVE 0 Via I 0MAI, MEM ALM' "-- SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0 CENETERED @ PIPE PENETRATION" C e v PVC OR SCH40 SLEEVE PLUMBING LINE d L A . • Ge: d e SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE G a ea G a �I�I Itrrs ICI a e e a e 1=-�I I FI r— Q SEE FND. PLN. SIZE & REINF. /C3, \ i M � z o o z z Q M a o U) ki z U_ N o QU_ C1 4-+ f6 w ;a V a Ow tJ) c E 2 �N t'6 U `n w T E U sin N o� Z $N adoz2 t SJ_-.58 W '� �, W aa,+`8 i rlf1f``fZ�Z l,. O.J � ^�V. 0>=ESS f•��'/'"I`rrtftllt�tit's� 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 Engineers signature and seal. o M M z 2 o w z , j ce Q. C) O E U z o wo > m Zry oa w¢ - K O d� O w °< Z6 N � � L ao /yyo Q ww m � O N 2^zZ =U N O 2� Z a) N J 8 a <z z W aLNi 3 � °oLL p LL ° az o w� w >° CD iQ a °3 c O 0 .N >� nL1 W ,! N rr 00 N 0 Q C Y U m L T � 0 r J 0 04 r T °' N w 00 M N o c Z � E a a U Q 0 4) JOB NO: 19-5338 SCALE : AS NOTED SHEET NO. SIN 1 3 v L o: .o 00 0 P -a t2 O° LO rM I rn m > 00 0 J M 1•M L0 t rn c i rn 3 N d E E x `v Ez v 0 UI N 0 i 0 0 U J tz N h 0 0 rn N 0 0 N 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF TRUSS BOTTOM CHORD R 2x4 5/8"OR 1/2" HIGH STRENGTH 0 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS s BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O.) (OR /8„ GYP. TYPE „ X" @ GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH 8"x8"xl6" NOMINAL BLOCK WITH STUD BELOW TOP PLATE STUD BELOW 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (1) ROW 2x BLOCKING @ MID (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 2x #2 SPF STUDS HGT. FOR WALL HGT. s 8'-6". (2) J 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. _ J @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > 8'-6". SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < 8'4'. (2) ROWS 2x BLOCKING IF INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 3/8" MORTAR BETWEEN SHEATHING W/ 8d COMMON NAILS @ 4' O.C. @ BOUNDARIES, 6 O.C. @ NSULATION PER CHART ON FLOOR PLAN EDGES, AND @ 12" O.C. @ FIELD O.C. OR 5/8"x10' WEDGE ANCHOR @ 24 O.C.) NSULATION PER CHART ON FLOOR PLAN "SIMILAR 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" 0/C & •� SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS AT FOUNDATION ONLY" SIMPSON SP1 w/ (10) 10d NAILS @ 6" MAX FROM END OF 2 x PLATE E 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 � CHAIRS (TYP.) Cl) _ •- " 2"°x3/16" PLATE WASHER TYP. ( ) ALT: 112"x12" TITEN HD 24" O.C. 2x P.T. BOTTOM PLATE ( °� STEP, SIZE OF FOUNDATION AND REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE UNDERLAYMENT FOR ROOF WWF OR FIBERMESH ELEV. 0'-0" OIL OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL PITCH >4:12 ° A.F.F. rr x6W1.4xW1.4 O.C.) 2 6x6W1.4xW1.4 ATTACHMENTS 2" D e (2) LAYERS TYPE I OR TYPE I[ ° ° ° ° WWF OR FIBERMESH \ WWF OR FIBERMESH FOR UNDERLAYMENT (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. - — — — °' . .. " ° = ®r:;:_z p o • — jr I ° ° ° ° ° ° a a ° ° ° ° ° ° ° ELEV.-0'-31/2" a A.F.F. p 31/2"MIN. D e 31/2"MIN. I— D ° REQUIREMENTS SEE R905. PRE ENGINEERED WOOD TRUSS 24" O.C. U.N.O. I — — — I I — — — — — I ° ° ° 2x4 CONT. ° ° ° ° a ° ° ° ° ° N — — _ — D e ° — 31/2"(min.)- —�j jar 4" — ° —��� r r — _ = 31/2' (min.)- 4" °° ° ° . _ 12 @ HURRICANE ANCHOR @ EACH I III— I — - 1= ° ° ' ° ° ° a r - �� ° • ( 31/2 (min. 4 — — m ° C31/2-(min.) 4" TRUSS UPLIFT SCHED.) W/ ITT` I —I GARAGE DEPTH VARIES ° —T= ' (TYP.) VARIES (SEE 8 ° ° ° _ —=1� I - — — — =1 — METAL PL. UNDER EA. TRUSS — — r MOISTURE BARRIER TYPICAL INTERIOR BEARING (2) #5 CONT. 4" 1'-4" 8" — 4" -4' I 8" INSULA ION LE SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rGG GARAGE SLAB AT STEP rB U.N.O. MIN.(2)#5CONT. TYPICAL BEARING WALL STEP SHEARWALLrc_� U.N.O. MIN. TYPICAL BEARING WALL @ STEPrcC NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" S3 ELEV. VARIES FOR ADDITIONAL SLAB — INFORMATION. 5/8" OR 1/2" HIGH ALUMINUM DRIP oU c STRENGTH CEILING EDGE S�coP BOARD PER CODE ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING Q GYP. TYPE "X" @GARAGE AR E W/A HABITABLE ROOM \12'N.O. 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. ABOVE) W/DRYWALL EE SOFFIT 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C M�p11\�JQ 5 SCREWS @ 7" O.C. SHEET LOAD BEARING OR INSULATION PER FBC AND ENERGY ,G�N�\NJ (1) ROW 2x BLOCKING @ MID HGT. CEILING & 8" O.C. WALLS EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' \ FOR WALL HGT. _< 8'-6". (2) NOTE: INSULATION PER 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @THIRD POINTS APPLICATION ROWS 2x BLOCKING @ 3rd PTS SEE SECTION C/S3 FOR FOR WALL HGT. > 8'-1 CHART ON FLOOR FILLED SOLID W/GROUT #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION PLAN SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE 1x2 P.T. HORIZONTAL G/S3 FOR ANCHOR "J" 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. NAILER 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" BOLTS BOLT @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK (10)10d NAILS 5/8"DIA, EXPANSION BOLT @24 " O.C. STD. 90-HOOK SEE DETAIL ( ) TYPE "S" MORTAR IF NO UP LIFT ON ( 5/8" x 6" EPDXY BOLT OR WALL SEE GG/S3 ) MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 11 NAILS @ EA. STUD 2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600# c ) (6)1/4"x31l4" TAPCONS 'SIMPSON SP1 SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING J SPACE ANCHOR E BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 w/ 10 10d NAILS - ( ) C 4 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR rQ- W N END OF 2" x PLATE WWF OR FIBERMESH r v 1x2 PT WD FURRING @ 24' O.C. ARCHITECTURAL FINISH r- TYP. ASSUMED FINISHED _ = GRADE —1 c •� c D . D . : N v PER MFR INSTRUCTIONS z_ #3 OR #4 REINFORCING BAR #3 & #4 LAP SPLICE � GRADE 40 MIN. Fy= 40ksi r, D ° D j 1=1 m ° D 111=1 ...... ° C FINISH GRADE O0 2 [GRADE 60 MIN. Fy= 60ksi] a -I I —I - i L T I— � :- ITI 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS (SEE MONO OR STEMWALL ° ° FOOTING MONO SHOWN - M —I — ° D 25" MIN. LAP [30" MIN. LAP] g �I • I I I II_Tj-f — U.N.O. FOUNDATION PLAN FOR LOCATIONS) p °p o � FOR CLARITY ° __ _ � p P ° o =1 =I (= = =III=i — — z 6 MIL VAPOR BARRIER o ° e ( ° . - I '-- — — �, z #5 REINFORCING BAR w R 1 7/8 " `" _ — _—I I I I I I . �I 1x4 P.T. BASE NAILER � ° I _ _ *- #5 LAP SPLICE (2) #5 CONT. -I I �r,) 1-1 I I, I -1 I, I I- 31/4" BASEBOARD 4"x4" INSPECTION PORT AT EACH � ° = - =III- - =� I � NOTE: ° D D _ g =III=1 =III= =1 T FOR BEARING WALL = • COMP. SOIL. (COMPACTED TO — D � � (- - 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS (TYP.) 8" 1'4' 8" MIN. 2500 PSI CONC. SLAB FILLED CELL TYPICAL = = = = = _ _ _ _ _ _ _ —I W/ UPLIFT ONLY — — — —_— I =1 95%MODIFIED PROCTOR ASTM T11_ I I=T� rT 10" MIN PSI MAY VARY PER co AT GARAGE CONTRACTOR Ili=Ili-11k =III=III=III=III=III= I=III=I 1— I— - (, I II III 1I III II I I — I II I II I I i I—' D1557) ,— „— , 4" 1'-4" I — #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TO CUT BLOCK OR POUR II II II � II LI � I11 111 I I ( II I I,, I, II I II I II "'—'—"' #6 LAP SPLICE TYPICAL INTERIOR BEARING CURB DUE TO SLOPE CONCRETE SLAB W/6X6 d NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS F WALL W/ UPLIFT rG W1.4XW1.4 WWF OR "FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-01, S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SLAB INFORMATION. SLAB INFORMATION. 04 ' ° D ° co _ I Z 0 6 x 6 W1.4 x W1.4 SEE PLAN 1 1/2" RECESS FOR VA [ 6 x 6 W1.4 x W1.4 ° i" I 3 1/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH ° —I AP t , I— = - z min. 4" 10d NAILS TO TRUSS TOP CHORD FOR TRUSS BARRIER , 1 i� a a c a v GRADE AT 24" O.C. MAX. SEE PLAN FOR " x CONNECTION INFO �N ° co _ _ • COMP. SOIL. ° I _ O° _ — -- &LAYOUT DESIGN(COMPACTED a' It —I I t TOP OF BEAM TO 95% ( III I I I i�l I [-I-I II 1 #5 REBAR w/ OPT. () SEE ROOF PLAN 00 � o : ° d s T a I MODIFIED PROCTOR ASTM D1557) SgREEN ENCLOSURE ► (2) HTS20 FOR STRUCTURAL :' _ _I r °i E 3" MIN. CLR. I I I I I I I I I �' I'' ! BEAM SIZE & CONNECTION INFO C , (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 1 -4 (1 STORY) 4" 1'-8" (2 STORY) STD. 90 HOOK (SEE 4"' MIN. I Cl) — U.N.O. DETAIL) 2x4 P.T. 2x4 #2 SYP P.T. FRAMING w/SEE _ I TYPICAL WALL SECTION TYPICAL THICKENED SLAB EDGE L PLATE ms O.S.B. I Z MIN 7/16" O.S.B. SHEATHING ATTACHED PER NAILING _ fi 8 FOR REINF.SINFO. SCALE: 3/4" = V-0" S3 SCALE: 3/4"=V-0" S3 _ w o SCHEDULE OPTION #1 1/2" GYP. BD. COLUMN LOCATION ¢ > > w 6x6 P.T. #2 SYP SEE TYP. WALL SECTION FOR ADDITIONAL P.T. 2x SLAB INFORMATION. 2>, HOLD GYP. BD. w rM 1/2" FROM SLAB o ABU66 SLAB STEP & RECESS S.G.D. 0.0 J CONT. BEAD SEALANT OPT: DEPRESS SLAB 5Y2" SCALE: 3/4"=1'-01, S3 DEEP AND 6" BEYOND o DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND . • INTERIOR 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND PAVERS / DRIVEWAY EXPANSION JOINT d d -3 1/2" SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL w/ 114"x3" TAPCONS AT 8" CONCRETE SLAB 14" O.H.D. RECESS 13" � O.H.D. RECESS ° ' GARAGE ATTACHMENTS & 18/D1 O.C. PAD FOOTING PAVERS z <fi _� 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 Cl) EMBEDMENT 12" O.C. @ W/ DRYWALL SCREWS @ 8"O.C• TO FOUNDATION PAD E 4. } . N d d STAGGERED, FROM BOTTOM INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. t ,' rjT = " ' �. TT" ,LI I-17�-IT I ITI- - — I _ •' I I—' � I I - I I� I I • ' .,'; . I �I I 'v PLATE TO CONCRETE (MIN. SHEAR 180# MIN. ON FLOOR PLAN CONT. BEAD SEALANT - SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS co co ? GRADE ° I TENSION 120#) CONCRETE SLAB _E - FILLED SOLID (SEE PLAN FOR a a T _ I I �I I :. 6 x 6 W1.4 x W1.4 N �,L SIZE AND REINFORCEMENT) LU c� ;III —III d d. ===III=1' '%' •, I T I I I ''�' •, ( IV MI, °d - _ °° 1= '- WWF OR FIBERMESH "' Z LL, = (- III=Ill= = w F= p o "�°'z ' =BRICK ° PAVERS or SLAB PER JI♦.�' SEE A/S3 OR J/S6 I- I I IJ. -I I �' ' ' I I SEE A/S3 OR J/S6 I I I I ,L I I I .I ' I - — M 6 MIL VAPOR --_ - ° _ _ _ '� = = = I! - — — — — - I rr = = - Ti=Ti=T=iTi=Ti 0-0 FIN. FLR. COMMUNITY SPECS LL. U d � 1-1 III =1 1=1 I - 111—= w III= = = III III= 1=1 11- ' FOOTING FOR REINF. INFO. 3 MIN. CLEARANCE FOR REINF. INFO. 3 MIN. CLEARANCE BARRIER -1=1 '-III - 1- I-III=1=1 -1 III- BEYOND 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'-4" (1 STORY) III III III=1 �' — — — — .. =1 i i=I i i=11-' ,I PAD REINFORCEMENT 3" MIN. CLEARANCE 1' 8" (2 STOR) 1'-8" (2 ST RY) 4" 4" SEEFOUNDINFO. (SEE SCHEDULE) FOOTING WIDTH CONC. PAD INFO. SEE SCHEDULE GARAGE DOOR SLAB RECESS GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAILrN SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SCALE:3/4 - V-0" SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. L -f- i i/ CD z N tO z z " Q o d. M z,^ V lL N C) a w F- Ln c!, E v m rn r- m E o 8 r z s U o r~ U) Q Q �� .p� N O� t0 •� m Uw�` LU 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. � M N¢ w Z U_ Q E o E `zo w° a= >m Z" ❑d E U a4 _° ❑ O, Q Z o N <= O o wz w� .0 __ n} z hx `Iz z, >Z z Vi J 3 ¢b zZ go W Q. 0< a w NLL JC o ;❑ V ila � 3 C O 0 '� L N 00 O Y �)� m ' � ■ J o I N a N Lo r r hi � Y 00 M 04 o Z 3 N O a E p e� v _ ¢ o C C JOB NO: 19-5338 SCALE : AS NOTED SHEET NO. S3 (MONO) 3 L 00 0 t2 OD LO PM I rn s m 'x 0 J Lo 00 1 M iz 0 i Cn 3 a i CL E n E v c i dl 1z V S U U i 0 i d. 0 v 8. LZ N S 0 CL rn 0 rn r` a; 0 m v N (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION - CONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w! (3)12d MIN. EXTENSION FROM DOUBLE 2x TOP PLATE - _ J 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" i SOLID AREAS ARE ❑ 7 5/8" 8" TONEAILS SPACED EXTERIOR FACE OF BLOCK j[E'1 STEEL AND GROUTEVENLYWALL IS 1 1!2" MAXIMUMEXTENSION FROM EXTERIORINTERIOR ❑ ❑ HEADER FLUSH TO OUTSIDE OPTION WALL FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1)10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. SL� 12 SEE TYPICAL WALL SECTION (np) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12) 10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER .' STUD W/ (3) Od NAI S CRICKET AS REQUIRED SINGLE 2x CONT. BASE 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 4 A NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) k--ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL CL DOOR OPENING DOOR OPENING TO DRAIN EXTERIOR ❑ ❑ WALL CLEAN -OUT A WALL ❑ ❑ ❑ SCALE: N.T.S. SL� ❑ ❑ 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"DOORJAMB WALL IS TO BE SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MANUFACTURER. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D S4 SCALE: N.T.S. S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT d a a $ a e ^ d a 8 STD. 90 HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION El 1P I NOTES: 1Q 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. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. Q3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL � UJ O FORM CREATES CONCRETE RECESS TO 7 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.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET GARAGE DOOR ROLLER jr GARAGE DOOR TRACK CONNECTION ASSEMBLY ., GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. d d SCALE: N.T.S. POURED CONCRETE BASE FOR BOTTOM OF MOUNTING BI 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. 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 -fit VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD- 2x6P. J-BOLT TRACK BRACKET FOP a iARAGE IOOR VVVfI I "Mr\ W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1)LSTA30 4' - 9' (2) (3) (2) (2) 1 (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"xl0" OR GREATER HEADER 1 �(2) 2x HEADER SEE PLAN INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1 /2" EACH SIDE ' 2x STUDS TYP. 00 O,Q SIMPSON HTT4 TYP. Op U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 SIMPSON SIMPSON TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS 12 (TYP.) SEE ELEV. SIMLS)ON SP2 w/ (12)10d NAIL AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED/ BOUNDARIES 6" O/C EDGES & 8" BLOCKING O/C FIELD PT STUDS @ 16" O.C. V2X4 (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT L IN KO BLOCK AT EA. STUD MAIN SPAN ROOF TRUSS MOISTURE BARRIER in UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK TYPICAL INTERIOR NON- ALT. KNEEWALL ABOVE MASONRY WALL DETAILrE S SIMPSON SP4 2X TOP PLATE OVERLAPPING LBLOCKING USS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS EACH END w U �* z 0- 2x TOP PLATE V2-16d � NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" `' O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE FEQUAL @ 12" O.C. SEE A/S3 FOR STAGGERED FROM BOT. REINF. INFO. PLATE TO CONCRETE SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE -7 l� NAILS TOTAL) EA. SIDE OF . �4,9.SPLICE STAGGERED �\ t10d @ 8" O/C ATTACH ALL J EXTERIOR STUDS 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 P.T. ATE TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON Sp1 SIMPSON SIMPSON SP4 SP4 NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON Sp1 SIMPSON SP4 —10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE BEARING WOOD FRAME WALL ,J 4 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 wl (18)10d NAILS (3610# SPF) °o • HTT5 w/ (26)10d NAILS (4670#SPF) • DTT2Z w/ (8)1/4" x 1 1/2"SDS (1835# SPF) ° o ° HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (2215# SPF) ° ° • HDU4-SDS2.5 w/ (10)114" x 2112"SDS (3285#SPF) _ • HDU5-SDS2.5 w/ (14) 1/4" x 21/2"SDS (4065# SPF) • HDU8-SDS2.5 w/ (20)1/4" x 21/2"SDS (5665# SPF} • HDU11-SDS2.5 wl (30)1/4" x 21/2"SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER &NUT 9 • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w! WASHER &NUT • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT W/ WASHER &NUT HTT / HDU TENSION TIE N SCALE: NTS S4 ROOF TRUSS ABOVE 2X BLOCKING a I I 2X8 P.T. BOTTOM P TE C 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 " (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL r 10d NAILS @ 4 10d NAILS @ 6" O.C. / STAGGERED T STAGGERED a a 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) TRANSOM FRAMING 0 o 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 • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY 5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY �R� SCALE: N.T.S. i/ _. P, i i i pq� z N (D 00 z o z Q J dram N z a a`J, Om w a C-) )0 0 Ln E V1 2 fa U °° r— m E o g _� = U o W <r ° -0 S N Z �QQM Nz� "Iz PL-tc-Ii# iWYC 7 oz. SOL NCO 1-10 AROt=E�Tz .4 z . 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. fw Cl) M a2 cos Z 4 U_ Q E E O wj oa 6 X O 7 O � U z o E a� a= aQ wz N t o �� �caoz ox ym Z z a% J Cn ` <w �m ZZ co N 3 Q� oa LL go a �z W T w o Q ;o a CO 2 °3 2 O 0 ^L, W N I„� 00 N Y C m .L r C 0) co r ■ J � Ln T 0) .— ui w CV Ncc o Z z E O E m m a U _j Q JOB NO : 19-5338 SCALE : AS NOTED SHEET NO. S4 _1_ __ --1 1 _ I I I I I I I I I I' I I I I I I 11 '1111 I 1 11 1 11 1 1 1 1 ! 1 1 1 1 III " I 1 1 1 1 1 1 1 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 BACKNAIL W/ (2)16d NAILS BACKNAIL w/ (2) 16d NAILS 7\SIMPSON H10A w/ (18) SIMPSON SP4 w/ 6 1 TOENAIL W/ (2) 16d NAILS SIMPSON H10A w/ (18) () Od x NAILING SCHEDULE FOR 2"x4" 1 Od x 1 12" AT EA. 1 12" AT EA STUD USE BACKNAIL w/ 2 16d NAILS SIMPSON H10A w/ 18 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. SEE STRUCTURAL NOTES ( () ( ) SHEATHING DETAIL OUTLOOKER OUTLOOKER SP6 FOR 2 6 WALL USE 11 @ 24" O.C. NAILING SCHEDULE FOR OUTLOOKER @ 24" O.C. TOP CHORD SHEATHING DETAIL OR SHEATHING DETAIL BLOCKING FOR FIRST FOUR ROWS OF 45' ± 24" MAX TOP CORD BLOCKING5UNKK 45°± 2X4 CONT"L" BRACE TOP CORD BLOCKING TRUSSES @ SIMPSON H10A W (18) FOR FIRST FOUR FASTENED W/ (2) 1Od 3" FOR FIRST FOUR ROWS EDGES OF 2x4 CRO BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" 0/C. CMID HEIGHT OF TRUSSES @ EDGES SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF OF SHEATHING TYPICAL TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2x8 SYP#2 "L" BRACE TO o 48" O.C. EACH JOINT W/ (3) 10d AT LEAST WEB EXTEND AT LEAST 90% OF ° MAX. & (2)EN TOE NAILS @ .° 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EA. END @ 48" O.C. (SEE A LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) J 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROM LEDGER TO 7/16" OSB SHEATHING & (2)10d TOE NAILS @ .• BLOCKING ATTACHED W/ 10d EA. END NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1 OdX3" 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16"' THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS 7� OSB SHEATHING ATTACHED 1 Od NAILS 6" O.C. ma INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ @ EDGES AND 12" O.C. FIELD 2x4 PANEL BLOCKING @ 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) � O.C. FOR THE FIRST (4) FASTEN WITH 1 Odx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL „ „ NOTCH L BRACE HERE ROWS OF TRUSSES FRO @ 48" O.C. 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED EA. END TYP. TOP & MOISTURE BARRIER BOTTOM ATTACHED w/ (2 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)1Odx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. 16d TOENAILS PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 1 0dx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAPMISSED SECTION O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK GABLE WEB SECTION 2 MST M36w/ 7) WEB, USE MSTAM36 w/ (7) 1Od NAILS & (4)1/4"x21/4" SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE SIMPSON H1 OA w/ (18) BACKNAIL W/ (2)16d NAILS x SP8 FOR 2x8 WALL) SEE STRUCTURAL NOTES 10d x 1 12 AT EA. OUTLOOKER AND NAILING SCHEDULE FOR SHEATHIN DETAIL 2x4 OUTLOOKER @ 24" O/C 2x4 OUTLOOKER @ 24" TOP CORD 4" MAX. O.C. (OPTIONAL - SEE BLOCKING FOR ELEVATIONS) FIRST FOUR ROWS DOUBLE TOP PLATE OF TRUSSES @ 2x4 CROSS BRACE APPROX. 8" 2"x4" CROSS BRACE 24" MAX. EDGES OF FROM RIDGE FASTENED AT APPROX. 8" FROM SHEATHING TYP. EACH JOINT W/ (2) 10d & (2)10d RIDGE FASTENED AT "L" BRACE TO EXTEND TOE NAILS @ EA. END EACH JOINT W/ (2) AT LEAST 90% OF WEB 10d & (2)10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2)16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED wl 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD TRUSSES FROM EA. END TYP. TOP & @ 6" O.C. EDGES AND 12" O.C. FIELD (2) 16d NAILS BOTTOM ATTACHED 48" 2x BLOCKING W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH M 2x4 "T" ON TOP OF PANEL SIMPSON 10dx3" @ 4" 0/C HGAI OKT w/ (4) 1/4"xl 1/2" BLOCKING, FASTEN WITH SDS SCREWS TO TRUSS & (4)1/4"x3" 1Odx3" @ 4" O/C SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12) 10d 2x4 LEDGER (MATCH BOTTOM NAILS AT EACH STUD 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 REFER TO DETAIL J 1 Od x 1 12" AT EA. 2x4 OUTLOOKER ON SHEET S5 FOR f r SEE STRUCTURAL ON @ 24" O/C X-BRACING, AND TOP r NOTES AND NAILING x Nf TOP CORD CHORD BLOCKING N SCHEDULE FOR BLOCKING FOR INFORMATION `� 00 °° SHEATHING DETAIL FIRST FOUR ROWS OF TRUSSES @ -ill 1/ .. 2"x4" CROSS BRACE 24" MAX. EDGES OF WOOD TRUSSES ;0 00 APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND 2x4 RAT RUN BRACING 1 1 2" 1 1 2" , EACH JOINT W/ (2) AT LEAST 90% OF WEB AT 24" O.C. ON TOP OF 10d & (2)10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 NAILS @ EA. END GABLE TRUSS TRUSS SPANS � 2x4 PANEL BLOCKING 1/2"CDX PLYWOOD OR 7/16" ATTACHED W/ 2 -16d @ 48" O/C FOR THE (2)16d NAILS OSB SHEATHING ATTACHED AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS E ES AND 12" O.C. FIELD 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 TRUSSES FROM EA. O/C w/ (2)16d END TYP. TOP & a� s JACK TRUSS TOENAILS @ EA. END NOTES: BOTTOM ATTACHED SEE PLAN FOR 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS \ �, CONNECTION MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL 2x4 "T" ON TOP OF PANEL-/ OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 2x4 BLOCKING W/ ­ -1 1 Odx3" @ 4" O/C (2)12d TOENAILS EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARI G LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION" SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS ("8 9 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 2"x4" OUTLOOKER @ 24" - O.C. W/ (2) 10d PER JOINT IINIMUM 2x I OVERLAP TRUSS BRACING ;ROSS BRACING 47PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP 3EE PLAN FOR WOOD TRUSSES OCATIONS) 1 Odx3" O/C @ 2"x4" TOENAIL 6" O/C RUNNERS W/ (2)16d TYPICAL (2) 16d PER NAILS JOINT L- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. ALTERNATE NON -DROP GABLE END DETAIL MINIMUM (2)16d PER JOINT MINIMUM 2x4 TRUSS BRACING SCALE: N.T.S. TRUSS BRACING OVERLAP DETAIL M 1 GABLE TRUSS S� "L" BRACE W/ 1 Od @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 S5 P V CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. \ Sj "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C 2 x 4 BLOCKING w/ (2) 1 Od WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) t] z w BRACING w/ (3)10d x 3" AT • EACH CONN. @ 24" 0/C SIMPSON HGAMIOKTA w/ (4) MOISTURE BARRIER 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" BOND BEAM TITEN TO CMU ut___ MASONRY WALL 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.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 J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE 'IT" 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. III►. I� IVAliiii ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. NON -LOAD BEARING LOCATION CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) I'L" BRACE 24" 0'0" - T-O" T-O" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS IiV,Y I. VLl9flIlYV GABLE END BRACING DETAIL SCALE:3/4"=l'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL /TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION / L i M pp� z N t0 z Q o d N M z V) /n oC3 V LL 4-1 cn Y c� CL n �U _ `_- Ow � N E o � U M � T E -IF U Q ° N N ���� w z Z U) a Ntl�aaaafq Z L •� ¢ 4` v �•$ - f y" R C E !s '/rtlt(tttlit� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. ti C w CO Z Li- E iz E E 0 z® oa �_� x° 00 OU Z o N i �, Q= ao �� cow d _ C = o¢ N" f m0 o Zr z aJ m a w �Z W a 8 cop a '0 az o O w <C I -o IF a� Ova VCID is C O O ^L1 W i • N LL 00 N O Y I� 0 W 1� 1 O 0 \'1 LO r N 0 N ai E w00 cN N (V 0 z Z Ecc E a 0 U _j a I] JOB NO: 19-5338 SCALE : AS NOTED SHEET NO. S5 I _ 1 It 1 F I I_ c v Cm 0 N M 00 M m q> x 00 0 J 00 ro PO tD I iY c v x 3 a rn 0 i a E H 0 L c N a> 0 U v v 0 a .s 0 0 J Lz. N n 0 0 0- N S J: v 1x4 1/2" DRYWALL 1/2" DRYWALL DOOR JAMB REFER —1x4E DOOR JAMB (REFER 1x4 ( 1/2" DRYWALL , UNACCEPTABLE INSTALLTION DOOR JAMB (REFER P.T. TO PRODUCT TO PRODUCT TO PRODUCT APPROVAL FOR CONN. PROPER INSTALLATION MAX. 8" DO NOT DO THIS 2N BOT. PLATE W/ (2)10d @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1 X 4 ` #5 REBAR (TYP) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO " 1x4 P.T. 3-1/4" LONG X 3/16"0 FURRING 3/16" 0 X 3" LONG FURRING (2) ROWS 3/16" x 3-1/2" FURRING #5 REBAR AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD 2X BOTTOM PLATE W! 8d O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCONS TAPCON @ 16" O.C. & 4" STAGGERED @ 16" 2X8 (TYP,) ` ' BLOCK@ SPACING �� 1 DETAIL 1x8 P.T. FROM EACH END w/MIN. O.C. 2-ROWS INTO 2 EDGE DIST. ATTACH 1X8 Zx BAND PER MANUFACTURE MASONRY THROUGH 1-1/2" DETAIL 1x8 w/ (2) ROWS 8d NALS 3 �r DETAIL STD. 90^ ` /� D. 90° HOOK (TYP.) JOIST W/ FACE NAIL 10d @TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x$ P.T. STAGGERED @ 12" O.C. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" TAPCON @ 16" DOOR JAMB (REFER 1x4 P.T. TO PRODUCT DOI, VL 7/F7 METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL NOTE: EACH END W/ MIN APPROVAL FOR CONN. TO PRODUCT 1x4 LAP SHEATHING TO DOOR JAMB (REFER TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" 7 ' ` BOTTOM OF BAND x 3-1/2" TAPCON @ 16" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH 1x4 JOIST TYPICAL — J / TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY wl FURRING +2" NOTC @ FIRST COURSE SIMPSON HGAMI OKTA @ 12" O.C. w/ (4) 1I4x1 1l2"SDS SCREWS 2x P.T, AS 'Pr MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 INTO BAND JOIST & (4) 1/4"x2 3/4" 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.C. 3-1 /4" DETAIL +5^ NOTCH WEB AT THE FIRST 2 COURSES `, TITEN INTO K.O. BLOCK BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION A -A UPLIFT CAPACITY = 805 #FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. = 1610 # FOR 2 STRAPS :• ' ; FILL 1st 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" $" SOLID W/GROUT 1 PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 3 1/4" 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"x2 1/4" TITEN = 2150 #)2 x 8 45' DIAGONAL (4)10d NAILS LEAVE A CUT OUT IN O.S.B. ON THEBRACES) 7BKG 2 x $BRACE/. INSIDE TOALLOW FOR INSULATIONTO 7/16" OSB BE INSTALLED BOND BEAM OR CAST IN PLACE BEAMBUILT FOR OVERHANGS BETWEEN OVER 1 112" UP PLWD. BUCK ARCH PANEL CUT HN O.S.B. FOR IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. coNTACT ENGINEER I RECORD FORFACE FURTHER INSTRUCTIONS.,SCRIBE (NOTCH)POLY OF ARCH W/ (3)10d NAILSBACKSIDE TO FIT ARCH (4)NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL OVERHAN :�` .,'' CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. °t ° INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. IDS ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN • RETROFIT WALL OVERHANG DETAILNTS INTO ARCH BLKG. PER A DETAILS OR THRU 4 MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF OVERHANGS INSTALLATION DETAILS -A PROVIDE TAPCON PER WDW. INSTALLATION 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED W/ 3 #6 X 4%" WOOD ) () ` DOUBLE 2x4 SCAB FOR 2'-6" To 4'-0" Q.H. NOTE: FOR OVERHANGS LESS THAN 3!4" - NO REPAIR REO'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL NAILS @ 8" O.C. 10dUSS ARCH DETAIL i 4' MAX. RAD. USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ x OT � O TR2) FR TO TRUSS TOP CHORD yqN MIN. 4" EMBEDMENT AT 16" O.C. + �FN �� 1-0 5 -0�� SCALE: N.T.S. SS 12 + + GTh PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION BLOCKING AS + + ° WITH 1/4 x 31/4 TAPCON 1/4 MIN. B-B ROOF SHEATHING ATTACHED + � p D EMBEDMENT INTO C.) E PER NAILING SCHEDULE ALL TO SUPPORT ° D /4" MAX T-0 8 TRUSS + + SOFFIT ° a #5 BAR �( t> p J BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 5 12d NAILS SIMPSON ( ) + ° p 10 a a ° CENTERED W/ H BLKG. & BUCK 2X6 TO 2X4 H2.5A w/ (10) 2X4 SYP ... o ° °� IN TOP o 1 X 4 FURRING 8d NAILS EACH TRUSS o Ig KNOCKOUT / N ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BT 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ (3) CONNECTOR . , MONO FOOTING - •p ° o ° Xz& SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE BUCK - WITHIN 4 12d NAILS SEE LINTEL AND SECTION DETAILS BRACE EXCEEDS 24 JACK TRUSS PROVIDED BY SCHED. - LEAVE ACUT OUT IN O.S.B. ON T MIN. OF START OF S TRUSS COMPANY OR 2x4 ° 1> 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT CLEAN FILL D ° DIRT D TO BE INSTALLED -0"MAX SEE PLAN BUILT UP PLWD. BUCK - PRECAST LINTEL °ASTANDARD o SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION D90 HOOK CV #5 BAR IN • . TO FIT ARCH CONNECT W/ START OF ARC IF TRUSSES USED) W/ (2) #6 X 4'/? WOOD FOR OVER HANG FILLED CELL - o • - 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") BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" o INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. , • - ,• o a - ,. a o . ,. , a . ,. ANCHOR INTO ARCH BLKG. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS ARCH DETAIL K B-B SECTION ENTRY a@ 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" =1'-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, Aj 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 DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR INHOOKED 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 W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION 1/2" NAILS TO STUDS & (1) - E INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS PER ANCHOR 9 a. PANEL ) (1) #5 BARS CONT. OCCURS TOP WITH MIN. 3" 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" Z #5x6' EMBEDDED INTO EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 6'-01, EPDXY MIN. 6" EMBEDMENT & U) SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER F.F. 3" MIN. EDGE DISTANCE FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP v NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° 0 THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL o p o w a A REINFORCING AS FOLLOWS: PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT �I I �I — I �I I� a 1 p°.' • PRESS PANEL REINFORCING INTO PLACE. • 6" MIN, LAP SPLICE W/ II II I .0 I I I=I I v z a #5x6EMBEDDED INTO EXISTING FOOTING (2) #5x6 IN CONC. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL _ REINFORCING PANEL L� ° I I �I��� I FILLED CELL SMOOTH. DO NO FURROW. ° c"'1t DRILL 3/4"x5"MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE P. III III- I I `. SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" IN. LAP p ° G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: CN 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 D \ TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL To THE WIDTH OF THE SEALANT ° ° \tea 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ' (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. COVER EA. WAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY 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. �LJ L r 7— M z N S z Q o M v1 z � � o LL ' l T W O Q)U0 ° W 1-- V) c N V U m rn w = m E �- o s T U o Q ° soy N � � W � �- -NOZ2 t z Z U)o OG �� �� w W rn N z c V t z WLL ,dtlFfti Zi-R cj��: _j I/ d1<* c? C\ 4l+?0 `a tlElllEl�E�`N To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. CD cM M z2 O S w Z q � —� ti C E a o E U z , g .- a; > m z o Z® Z ~ 6 — O E x° &a n o �° o d z CN wo 0 ¢w �__ � C <o o y mo O 'z Z Q) Q J m ¢ Q o E Z Z g° W d U 2 WLLa mw C:) w ' a c¢ 003 = O 0 W ,! N LL. N O Q C N > m .L � C o M _ I LO T ai N a)00 N � M N o M O N t\ Z z a- y ca 0 _j Q p � JOB NO: 19-5338 SCALE : AS NOTED SHEET NO. SS ii lug �i _ I I f CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER M MIN. (4) L 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 vvi c.- �vu `w �i--wi � i i wvv rvuu 1 TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH T TB PRE-ENG. TRUSS 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - MAX & EACH END ALTERNATE A CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. —� -----/- WOOD TRUSS - A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD TRUSS SEE ROOF PLAN SHEATHING A 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. "'7A TRUSS (2) 2x8 #2 SYP w, O.S.B. FLITCH PI TOP @ TRUSS E U.N.O. ON ROOF PLAN 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) JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE EXTERIOR SHEATHING (2) SIMPSON HETA20 w/ (8) 10d ATTACHED PER NAILING TYPICAL BLOCK x 1 1/2" NAILS EACH - OR (2) SCHEDULE -K WALL SIMPSON MSTAM36 w/ (7) 10d 2x SPF #2 USSES HIP 11 AT 16" O.C. & (4) 1/4"x2 1/4" TITENS EACH (2) 12D NAILS - AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL 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 k 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC.MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL a@ INTERIOR BEARING 3 SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SIMPSON LSTA18 w/ (12) 1Od NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( SCALE:NTS TIE BEAM BEAM a@ RAISED ENTRY MASONRY WALL 4 SCALE:NTS >IMPSON HUC410 w/ (14) SEE PLAN 6d INTO HEADER & (6) FOR CANT. Od INTO BEAM - SEE ROOF PLAN FOR MORE NFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SC EDULDE/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 5" /47/ COMMON BM. ATTACHMENT SCALE:NTS SCALE: 3/4"=V-0" MIDDLE BM. SPLICE OVER CENTER OF POST BUILDER FRAME RADIUS AS REQUIRED KNEEWALL aC� ENTRY FRONT WALL SCALE:NTS 2x4 #2 SYP NAILER. NAIL TO STUDS w/ (3)16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED w/ (3) 10d PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. SIMPSON LUS26 w/ (8) 10d NAILS OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. 2X10 #2 SYP CONT. LEDGER w/ (3) VERIFY WITH PLAN FOR LOCATION AND DIRECTION 1/2" X 41/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF rg SCALE: NTS VARIES 2x STUDS @ 16" O.C. X ROOF SHEATHING SEE 1/S5 FOR SIMPSON (0) 10d ATTACHED PER �� ADDITIONAL ,- SEE PLAN FOR NAILS AT BASE & SIMPSON NAILING SCHEDULE F 7' OUTLOOKER 8d NAILS AT VALLEY TRUSS SP2 w/ (12) 10d NAILS AT TOP 2x4 #2 SPF BRACING @ EXTERIOR SHEATHING INFO.4" O.C. INFO. 2x BLOCKING BETWEEN STUDS 16" O.C. W/ (4) 12d �/t_- COMMON TRUSSES. ATTACHED PER TOENAILS TO TOP - SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON NAILING SCHEDULE h TO TRUSS W/ (2) 12d TOENAILS PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS EACH END ( BETWEEN TRUSSES STRUCTURAL SHEATHING NAILS TO TRUSS ATTACHED PER NAILING BOTTOM CHORD SPF TOP INFORMATION. AT BASE SEE J/S6 FOR d NAIL TO EACH VERTICAL hl SCHEDULE PLATE MORE INFO. TRUSS LOW ROOF/WALL STUD) G ATTACHE PER NAILSHEATHIING SCkCHED HEDULLE VARIES SEE PLAN ` 2x BASE PLATE W/ (2) 12d -_." - VARIES W/ FOR WALL LOCATION 2x4 BASE PLATE W/ 1/2" PLYWOOD NAILS @ 16" O.C. ALONG W/ ROOF SLOPE SIMPSON LSTA30 w/ \ �� SIMPSON MTS12 w/ (14) 10d x (22) 10d NAILS OR (2) 16d NAILS TO 1 1/2" NAILS TO BLOCKING WOOD WALL @ zL " SIMPSON MTS12 w/ EACH COMMON TRUSS/ FRAMING BELOW @ 16" O.C. OR TRUSS. 2X4 CONT. W/ (2) MIN. 2X4 #2 SPF STUDS „rl �T, (14) 10d x 1 1/2" NAILS TYP TOP &BOTTOM s" / SEE PLAN 16d COMMONS 16 O.C. W/ EXTERIOR TO FLOOR GIRDER _r NAILS EACH SHEATHING ATTACHED BELOW @ 16 O.C. i STUD TYP. T&B PER NAILING SCHEDULE & - • MASONRY WALL BELOW: SIMPSON (3) 12d TOENAILS TO a.. HETA16 w/ (9) 10d x 1 1/2" NAILS @ PLYWOOD ><- - TRUSS OR SEE PLAN FOR PLATE BELOW - MASONRY WALL 4'-0" O.C. TO GABLE TRUSS FLOORING ROOF SYSTEM TOP OF WALL OR BEAM BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN c - - -- - X MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER ° (24) 10d x 1 U2 NAILS @ 4 -0 O.C. W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR TO GABLE TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION a COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE o 16" O.C. MAX. SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) SHEAR TRANSFER INFO. SECTION @ FLOOR CONNECTIONS FOR CONNECTION MANUF. FOR 16d NAILS AT EACH END TO G.T. EXTERIOR. WALL SECTION ENTRY g CONNECTION 22 SECTION AT HIP GABLE 12 SECTION BUMP OUT 39 SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS SCALE: NTS DETAILS & SECTIONS i z N O z Q o v� o _z Cn Y 4Lu O w Ln c:�- E t/1 � y U �_ C o 1001 = U o Q o o�cQirn ro Z LU o~tea t Z.1-='� ° .� V Li] LU Q N y H z a LU '113 4 kt -- p z Z�i�rrrl m ° •` J W G ;o 'ORO F E S SRO To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the st uctural engineering portions of the drawing pages bearing Engineers signature and seal. o Z M Q Q E 0 �o w� z �m Z® oa Z — Xo a �az °8 o oz ww cN N L o ¢ o z s a U Y U N ro 2 so z � QW J N a 3 Q a,•m 0 LL= mN za a" �w W U �� oLL 3 o w N x a o I° c O 0 W i00 N LL N O Q C A I..L 2 Co ~ o MO p) T J r- o L0 r T N rn N � M r ui m .T N E O w o Z z E E .. c a 0 0 a o JOB NO: 19-5338 SCALE: AS NOTED SHEET NO. D1 3 v 00 0 M t2 00 ILD r'M I i x m rn r` 0 J M LO I WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weat 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 AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER DO NO- BOTTO rr Aniri NOT USED SELF -ADHERED FLASHING HALF ROUND WINDOW r vyonn�� � v-wi ni�u SELF -ADHERED FLASHING DECK JOIST WEATHER ✓E BARRIER & 2ARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN ­, OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI; UNDER DECKING ED FLASHING (SEE DETAIL WP07) E AM 4SHING Q WEATHER RESISTIVE BARRIER 1 tZ�Z�7:� 3i1�ZcL' [i11�. fl � Ie7 - 3/4"-l" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-l" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHERPROOF CAULKING SECTION -A (SEE DETAIL SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHER O SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER PLASTER STOP CONTINUOUS BACKER ROD & SEALANT A RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING PATCH IHERED FLASHING 1 2 4 5 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 WINDOW UNIT SLOPE 0.3 in : 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH Q SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER , MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED4SELFF-ADHERED ASPHALT ADHESIVE ADHESIVE THROUGFLASHINSELF-ADHERED FLASHING SCORED RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) 0 a SOFFIT/CANTILEVER SELF -ADHERED FLASHING INSIDE CORNER �Ground� Water Resistant Barrier Lath Sheathing Stucco FOUNDATION WEEP SCREED LEGEND SELF ADHERED FLASHING (SAF) - - 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 ,i-SF LATH FLASHING REQUIREMENTS R609.1 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. R703.2 Weather -resistant sheathing paper. One layer of No.15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.4 Exception: Omission of the water -resistive barrier is permitted in the following situations: 1. In detached accessory buildings. 2. Under exterior wall finish materials as permitted in Table R703.4 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.6.2.1 Weep Screeds A Minimum 0.019-inch (No. 26 Galy. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. 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 Detail Instructions Refer to the number marked as G in each detail that corresponds to the numbered items in the list of 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 Cement Plaster in accordance with ASTMC926 over wood 2nd floor -_-_ Cement Plaster STOP A over block OUS BACKER ROD 1 st floor 1T TIOUS FINISH 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all \ i l i / f i" -- i' i \ z N 8 Co z o U) M wal m N z C ^ 1 o 0 (D W _ LL a) V w V � o-� wI­_ t,n L� E �L'I (10 _o U rn w E2 E = 0 3 U o ¢ o Z LU w z Z tiu ��Wz0 ai �"� m O U) LUN o a Q oLL.ow z W '_ z Z 0 W"a3 ° g r V, N=� 5a m y Ern 3 Z Et-o:: LL Q p, r N W Na "_ < 2 o� u ❑❑ 0 2! M ti 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. fl- CDw Mn M o z _I LL Q C o Wo �® Z E v o E N `<= �a dz oa K o � aZ � 00 � w C Cn C _ C <z 2 nm n� o oz Z� Z W J J> aw > w G O U N Q O Q I: a mw W of w <� 3 ;o o M V il< a O0 3 0 O >� nL, W •�y> IZ 00 N Q C Y > N O m > 1 ~ MO C .� J O LO I N 0 N r T N (D M M N N N i o Z E 10 E ? cc c d U J Q J JOB NO : 19-5338 SCALE : AS NOTED SHEET NO. W P a March 20, 2018 Re: Wood Construction Connector Compliance for 2015 International Codes & 2017 Florida Codes To Whom It May Concern Section 2303.5 of the 2015 International Building Code (IBC) and 2017 Florida Building Code (FBC) specifies that joist hangers shall be tested per ASTM D7147 Testing and Establishing Loads of Joist Hangers. Previous versions of the IBC and FBC required testing to comply with ASTM D1761 Test Method for Mechanical Fasteners in Wood. Both methods determine a connector's allowable load as the lowest of the following: 1. Lowest ultimate of three tests (or average of 6) with a safety factor of 3 2. Average load at 1/8-inch deflection 3. Calculations per American Wood Council National Design Specification for Wood Construction (NDS) The primary changes in ASTM D7147 are requirements to measure properties of the tested materials, such as steel strength, fastener strength, and wood specific gravity. The tested ultimate loads must be adjusted when tested material properties exceed the specified properties. ICC Evaluation Services (ICC-ES) revised AC13 Acceptance Criteria for Joist Hangers and Similar Devices in October 2016 to incorporate a methodology to evaluate products to the 2015 I -Codes. Simpson Strong -Tie is working on re-evaluating wood construction connector loads to the new standard to update our product evaluation reports to the 2015 [-Codes. As soon as the updated evaluation reports are completed, we will apply for Florida Product Approvals. However, reevaluating a large number of products will take time. While manufacturers work with product certification agencies to update their wood connector evaluation reports, we recommend that building departments under the 2015 I -Codes and 2017 Florida Codes continue to accept code reports showing compliance to the 2012 and 2014 editions, respectively, until July 2018. The information in this letter is valid until 6/30/2018 when it will be re-evaluated by Simpson Strong -Tie. Please visit ,mv stronatie.com for additional pertinent information. If you have questions or need further assistance regarding this matter, please contact the Simpson Strong -Tie Engineering Department at 800.999.5099. Sincerely, SIMPSON STRONG -TIE COMPANY INC. /6P4 Keith Cullum, P.E., LEED AP dWBDW Engineer, Southeast U.S. Branch Page I of 1 sn„i,u•n St ,y.T;,• romnany inc 2221 Country Lane McKinney, TX 75069 Phone, 972.542.0326 Fax 972.542,4139 w ,Uoeebe coin < USP Connectors > < Simpson Connectors > USP Stock No. Florida Statewide Product Approval No. Evaluation Report Basis (2018) Simpson Stock No. Florida Statewide Product Approval No. Evaluation Report Basis (2018) A3 FL17244.1 ESR-3455 A23 FL10446.2 ESR-2606 H0210-2 FL17232.3 ESR-3445 HU210-2 F1_10856A ESR-2549 HD212-2 FL17232.3 ESR-3445 HU212-2 F1_10856.4 ESR-2649 HD216 FL17232.3 ESR-3445 HU216 FL10856.5 ESR-2549 HD216-3 FL17232.3 ESR-3445 HU216-3 FL10856A ESR-2549 HD26 FL17232.2 ESR-3445 HU26 F1_10856.3 ESR-2549 HD28-2 FL17232.3 ESR-3445 HU28-2 F1_10856.4 ESR-2549 HD410 FL17232.4 ESR-3445 HU410 FL10856.9 ESR-2549 HD412 FL17232A ESR-3445 HU412 FL10856.9 ESR-2549 HD610 FL17232.4 ESR-3445 HU610 FL10855. 10 ESR-2549 HDO410 FL17241.7 ESR-3444 H UC0410 FL11468,11 SIM200804 HGA10 F1_17699A Evaluation Report HGA10KT FL11470.4 SIM200803 HGAM10 FL17699.1 Evaluation Report HGAM10KT FL11470.4 SIM200803 HHCP2 FL17236.7 ESR-3448 HCP2 FL10447.2 ESR-2551 HTA16 FL17680.4 Evaluation Report HETA16 FL11473.5 SIM200602 HTA20-18 FL17680A Evaluation Report HETA20 FL11473.5 SIM200802 HTT16 FL17324,2 Evaluation Report HTT16 FL11496.1 ES-0130 HTT45 FL17324.2 Evaluation Report HTT22 FL11496.1 ES-0130 HTW16 FL17244.8 ESR-3455 HTS16 FL10456.22 ESR-2613 HTW20 FL17244.8 ESR-3455 HTS20 FL10456.23 ESR-2613 HTW24 FL17244.8 ESR-3455 HTS24 FL10456.24 ESR-2613 HTW30 FL17244.8 ESR-3455 HTS30 FL10456.26 ESR-2613 HTWM16 FL6223.2 Evaluation Report HTSM16 FL11473.11 SIM200802 HTWM20 FL6223.2 Evaluation Report HTSM20 FL11473.11 SIM200802 HUGT2 FL6223.3 Evaluation Report HGT2 FL10456.18 ESR-2613 HUGT3 FL6223.3 Evaluation Report HGT3 FL10456.19 ESR-2613 HUS210-2 FL17232.6 ESR-3445 HUS210-2 FL10856-R4 E R-2 9 HUS212-2 FL17232.6 ESR-3445 HUS212-2 FL10856.11 ESR-2549 HUS26 FL17232.6 ESR-3445 HUS26 FL10856.11 ESR-2549 HUS28 FL17232.6 ESR-3445 HUS28 FL10856.11 ESR-2549 HUS28-2 FL17232.6 ESR-3445 HUS28-2 FL10856.11 ESR-2549 JL24 FL17232.7 ESR-3445 LU24 FL10655.103 ESR-2549 JL26 FL17232.7 ESR-3445 LU26 FL10655.104 ESR-2549 JUS210-2 FL17232.11 ESR-3445 LUS210-2 FL10655.107 ESR-2549 JUS24 FL17232.10 ESR-3445 LUS24 FL10655.109 ESR-2549 JUS26 FL17232.11 ESR-3445 LUS26 FL10655.111 ESR-2549 JUS26-2 FL17232.11 ESR-3445 LUS26-2 FL10655.112 ESR-2549 JUS28 FL17232.11 ESR-3445 LUS28 FL10655.113 ESR-2549 JUS46 FL17232.11 ESR-3445 LUS46 FL10655.118 ESR-2549 KLEG3 FL17241.15 ESR-3444 LEGS FL10667.71 ESR-2615 KST260 FL17244.15 ESR-3455 MST60 FL10852.7 ESR-2105 LSTA12 FL17244.18 ESR-3455 LSTA12 FL10852A ESR-2105 LSTA15 FL17244.18 ESR-3455 LSTA15 FL10852A ESR-2105 LSTA18 FL17244.18 ESR-3455 LSTA18 FL10852.4 ESR-2105 LSTA24 FL17244. 18 ESR-3455 LSTA24 FL10852A ESR-2105 LSTA30 FL17244.18 ESR-3455 LSTA30 FL10852.4 ESR-2105 LSTA36 FL17244.18 ESR-3455 LSTA36 FL10852.5 ESR-2105 LTS19 FL17219.2 ER-0200 LTT 19 FL11496.3 ER-130 LTS208 FL17219.2 ER-0200 LTT208 FL11496.3 ER-130 LTT131 1`07219.2 ER-0200 LTT131 FL11496.3 ER-130 LTW12 FL17244.8 ESR-3455 LTS12 FL10456.29 ESR-2613 LUGT2 FL172402 ESR-3447 LGT2 FL11470.7 SIM200803 MP3 FL17244.22 ESR-3455 LS30 FL10446.15 ESR-2606 MP34 FL17244.23 ESR-3455 A34 FL10446.3 ESR-2606 MP4F FL17244.24 ESR-3455 LTP4 FL10446.19 ESR-2606 MP5 FL17244.22 ESR-3455 LS50 FL10446.16 ESR-2606 MPH3516 F1_17240.3 ESR-3447 WM 1416 FL10667.86 ESR-2615 MSTA12 FL17244.18 ESR-3455 MSTA12 FL10852.8 ESR-2105 MSTA15 FL17244.18 ESR-3455 MSTA15 FL10852.8 ESR-2105 MSTA18 FL17244.18 ESR-3455 MSTA18 FL10852.9 ESR-2105 MSTA24 FL17244.18 ESR-3455 MSTA24 FL10852.9 ESR-2105 MSTA35 FL17244.18 ESR-3455 MSTA36 FL10852.9 ESR-2105 MSTC40 FL17244.26 ESR-3455 MSTC40 FL10852.11 ESR-2105 MSTC52 FL17244.26 ESR-3455 MSTC52 FL10852.11 ESR-2105 MTW12 FL17244.8 ESR-3455 MTS12 FL10456.33 ESR-2613 MTW16 FL17244.8 ESR-3455 MTS16 FL10456.34 ESR-2613 MTW18 FL17244.8 ESR-3455 MTS18 F1_10456.35 ESR-2613 MTW20 FL17244.8 ESR-3455 MTS20 FL10456.36 ESR-2613 MUGT15 1`1_17240.5 ESR-3447 MGT FL11470.9 SIM200803 NFM35X12 FL578.2 Evaluation Report MBHA3. 56/11.25 FL13904S ESR-2616 NFM35X16U F1_578.3 Evaluation Report MBHA3.56/16 FL13904.6 ESR-2615 PAU44 FL17239.13 ESR-3449 HDU2-SDS2,5 FL10441.4 ESR-2330 PAU66 FL17239.13 ESR-3449 GLTV3.516 FL10687.8 ESR-2615 PHD2A FL17219.3 ER-0200 FGTR FL11473.2 SIM200802 PHXU3516 FL17241.20 ESR-3444 CS16 FL10852.1 ESR-2105 RFUS F1_6223.5 Evaluation Report H1 FL10456.5 ESR-2613 RS150 FL17244.27 ESR-3455 H10 1`1_10456.6 ESR-2613 RT15 FL17236.3 ESR-3448 H10-2 FL10456.7 ESR-2613 RT16-2 FL17236.2 ESR-3448 H10A FL10456.6 ESR-2613 RT16A FL17236.2 ESR-3448 H3 FLID456.13 ESR-2613 RT3A FL17236.3 ESR-3448 H4 FL10456.14 ESR-2613 RT4 FL17236.3 ESR-3448 HS FL10456, 15 ESR-2613 RT5 FL17236.3 ESR-3448 H2.5 FL10456.11 ESR-2613 R77 FL17236.3 ESR-3448 112.5A FL10456.12 ESR-2613 RT7A FL17236.3 ESR-3448 H8 FL11470.3 SIM200803 RT8A FL17236.3 ESR-3448 SP1 F1_10456A1 ESR-2613 SPT22 FL17244.30 ESR-3455 SP2 FL10456.42 ESR-2613 SPT24 FL17244.31 ESR-3455 SP4 FL10456.43 ESR-2613 SPT4 FL17244.32 ESR-3455 SP6 FL10456.44 ESR-2613 SPT6 FL17244.32 ESR-3455 SP8 FL10456.45 ESR-2613 SPT8 FL17244.32 ESR-3455 SPH4 FL10456.46 ESR-2613 SPTH4 F1_17244.32 ESR-3455 SPH6 FL10456.47 ESR-2613 SPTH6 FL17244.32 ESR-3455 SPH8 FL10456.48 ESR-2613 SPTH8 FL17244.32 ESR-3455 U24 FL10655.141 ESR-2549 SUH24 FL17232.13 ESR-3445 HHUS28-2 FL10655.3 ESR-2549 THD28 FL17232.16 ESR-3445 HHUS410 FL10655.4 ESR-2549 TH028-2 FL17232.16 ESR-3445 HGUS5.25/12 FL11468.11 SIM200804 THD410 FL17232A6 ESR-3445 HGUS414 FL11468A0 SIM200804 THD412 F1_17232A 6 ESR-3445 H D08-SDS3 FL10441.1 ESR-2330 THD612 FL17232. 16 ESR-3445 MSTAM24 FL11473.19 SIM200802 THDH414 FL17232.17 ESR-3445 MSTAM36 FL11473.19 SIM200802 UGTS3F FL2033.1 Evaluation Report MSTCM40 FL11473.19 SIM200802 UPHD8 FL17219.5 ER-0200 HHETA20 F1_11473.9 SIM200802 - - - LGT3-SDS2.5 FL11470.7 SIM200803 - - - LGUM26-2 FL11473.12 SIM200802 PRODUCT APPROVAL SPECIFICATION SHEET (2018) January 9, 2019 As required by Florida Statute 553.842 and Florida Administrative Code 98-72, 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 building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures 1. EXTERIOR DOORS A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.1 +6T0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.6 +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.9 +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461. 14 +67.0/-67.0 psf ThermaTru Classic -Craft and Benchmark F1_15225.1 +67.0/-67.0 psf ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 psf ThermaTru FiberClassie, Smoothstar, ClassicCraft, Rustic FL7640.1 +67.0/-6Z0 psf B. SLIDING MI Wndows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/40.0 psf PGT Series 5570 FL251.10 C. SECTIONAL Clopay Building Products Residential WndCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psf Clopay Building Products Residential WndCode Doors W5 (16X7) F1_15279.53 +30.0/-30.0 psf Clopay Building Products Residential WndCode Doors W6 (8X7) FL15279.85 +38.0/-42.0 psf Clopay Building Products Residential WndCode Doors M (16X7) F1_15279.102 +37.0/-41.0 psf 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) 2. WINDOWS A. SINGLE HUNG MI Wndows and Doors Series 185 FL17499.2 +50.0/-55.0 psf PGT Series 5500 FL239.7 B. HORIZONTAL SLIDER MI Wndows and Doors Series 168 FL15351.1 +40.0/-50.0 psf C. FIXED MI Wndows and Doors Series 185 FL15349.1 +40.0/-40.0 psf PGT Series 5520 FL243,9 D. MULLION MI Wndows and Doors Series 5764 FL15353.2 N/A PGT Series 5500 FL261.1 N/A E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328.6 N/A C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A Florida Metal Products, Inc Vent RV10 FL21580.3 N/A Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A Boral Tile Saxony 900 F1_7116 - FL7849.20 N/A F. METAL ROOF Gulf Coast Supply & Manufacturing, LLC 0.032" Aluminum Gulf -ok 16" vide roof panel FL11651.2 R3 N/A 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FLIS076.2 N/A All American Shutters & Glass Galvanized Steel Storm Panels F1_17869.1 N/A 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 N/A MiTek Industries, Inc. Truss Plates FL2197.1 - F1_2197.5 N/A C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels F1_158.1 N/A Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A The products listed below did not demonstrate product approval at plan review I understand that at the time of inspection of these r p p pp p p products, the following information must be available to the inspector on the jobsite, 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE Cll N Cn > O O �.... U C W Cid .� U Cn N O O O Q O W C ICUO O CU U_ O > .� E O O 1E 2 .� /�� CO Q LU J SHEET NO. PA 1.0 Florida Department of Business & Professional Regulation Feat i or a Florida Department of Business & Professional Regulation Page 3 of e Building Codes and Standards 1211212018 Building Codes and Standards 1:/12$18 Florida DepaMn Business & onel Regulation PaPi dl Product Approval Application Detail Product Approval Application Detail Building Cokes and Standards +rs7mla Building Standards g Product Approval Application Dotall Gods Entity er 20 RAk Data P-dina Q& CoIY Frdfty or gift 2111 Data Pammnc gilt Ixgg Vanion Mawhdunr £gp)aat Enplmeri Licenaa VMidied By VagmMd gub,itt g FBCAoorove,l Agarazla Awn I= Version Marwhduror i91II:gi Endm.BLlnme YMidaetl By va1M.w Submitted FBC A,,,-[ A,,,,.9d Stardi Revalon 2017 Therm-Tru Corporation Rick vmgm Lyndon F, Schmidt, P.E. Ryan J. King. P.E. 10115=17 07H22017 10/182017 12/122017 Approved Revision 201T Therms-Tru Corporation Pick Y lam Lyndon F. Schmid. P.E. Ryan J. Khg, P.E. 12M32017 12/13/2017 12212017 02/132018 Approved f,90 editorg 20 Sims Dd@PWAWA 20 Category: Eldadw Doors (419)298.1740 PE-43409 (813)767-SSW Category: Ex1enor Doors (419)298-1740 PE-43409 (813)767-6555 LM rimgn lielMd M s1trW E■IsefLMwe VdMaatlN 3lltldrd WitimW FDC Aatmal Asarlaed AN" Subcaegory: Swnging Exteriar Door Assemblies dcMrvillilIvibidgconsuksga. Subcategory: Swinging Exlenar Door Assemblies rickwgirvebldgmnwkants. Revision 2017 TMtma-TN Corporation Rick Wright NafblW Accreditation & Ryan J. Kap P.E 12rd=17 092111017 122702017 Approval C ompllance Method: Ev*01lon Rapad from a com Compliance Method: Evaluation Report from a corn Category: Exterior Doors (419)29&1740 manaarlemIaWb (813)767-6555 Florida Registered Architect or a Licensed Florida Flodda Registered Architect or a Licensed Florkle aabCaYposp: SaIngig Exterior Dow AsewnDete rldr/illirwbMQccoadaYlte. Proleaiwnal Engim. Professional Engineer ComplYnaa MWgd: Certlfl esdon Man a Lbtag Win FL420461442 Protluete FI-0046140 Pteduds Duenty Aawn Approved for Use Aoprovedfor Use 1,-t Nit,g puallNAssunnce Approved for Use Aperovedfor Use W-W Daalpn Approved fw Use Aporowed fw ((■ lseet 21WO 1g92 Product Mod N. Number or Name Product De..ddnon LgotrsgL F-Watl nData Ili-HVKZ Outside HYHZ $fit Preesurs gap • Product Model. Number or Name Product Dam. riobi- Dordnet E-Iridfon Data h HVKZ Outside HVHZ Reptant preewn AMR EMMELVAIndow 2281= isimom In HVW Obasithe HVIC Bell= Pressure 1 a. ThermaTru Frner-Chest and smootMStr Nominal IiUPWO &quotNwrdmpad&qud; Opegw 12/312020 No Yes No WA 1 a. Therms-Irm Flbsr-Claslc and Smooth -Sir Nominal 641019:8 &quoIJ lwrImpad&qud; Opaque 12/312021 Na Yes No WA 1 a. &qud:CWsbCrWUkpok and &quotBenoh ark by 6a and &O Opr(« and Gtesed FargM« Door vMh 12/31=1 No Yse No WA Composite Edge Fiberglass Single Dow Comp.e#. Edge Fiberglass Sagle Dow Therm-Tro6gWt ad wow sklsaes. I«Nkig and Cusewlrg pnaving/0.dsvN ; X configuration) (Inswing/Outawkig: X configuraiton) 6 r arena• ru ben Wslc and Smodlh-Slar Nominal o mped ; peque 12AV2020 NO Yes 140 WA 6 f, ThermsTm Fiber-Claslc and SmocOrStor Nominal 88639:0 dquolNon-Impact&qua; Opaque 12/312021 No Yes No WA Co Mp0 Edge flbergis2' angle Dow on�Mngli3utsvNno X eardlguratlon) Nominal 68w39:8 &qudN—I.pad&quot; Glaetl Composite Edge Fiberglass Singh Door pnavklgroutswog; X configuration) NominN Sra09;0 &quNNwrlmpact&Wot; Glaetl Composite Edge Fiberglass Single Dom Comrroam Edge Fiberglass Single Doan pnsNnglOulsvrkg; X eoralgurseon) Nominal 6OM9:8 &qudNorrlmpad8quw; Glaed Composite Edge Fiberglass Single Door Glued Qnavl Iswl ; X cWfi uraeon o Composite Edge Fiberglass Single Dom finavina/aftwlno: X comiwraeon) Florida Department of Business & Professional Regulation BuikEng Codes and Standards Product Approval Application Detail A±,Inalm�t .Q2& fim,Le gee 21M ONO PWA a 29a ]tea version ftledegam Eml■ulLloerwas Vagdatedby ri� ABIOmId MCAm-al Amoloved EIWR Review 2017 Therms-Tru Capone" Rick Wrght National Jwpadih8on & Ryan J. long. P.E 1241=17 8821/2017 12222D17 Approved calendar: Extabr Done (419) 298.1740 M«agray-A aarlante (813) 767-SM Sa"Wagner Susaigarg Exlxbr Door AseatdtMs ddMrOmOMpoparullowflte. 1, atarnoe Meanek Cenalemon Mrka Lbag Wm Aast+md,for :Use ADWWM for DM lemr RWAM Eaa! EMMELM&OMdknbKAtHM B 1,HVNZ 29hilLk= hisser PJrWI■ 5 a. &gnestSmooBrSte guat and &quotBsochmadu by ale rd 8A Opage and GMzad Faarrglese Darr with 12131=1 No Yes No WA ThNttM-Tru&qua; s nd wgiaa SMea«. MnHq and Oulawlnp -- - _ - Florida Departoent of Business & Professional Regulation Few 1 oil Building Codes and Standards 11620ne Product Approval Application Detail Florida Deperbtletnt of Business & Professional Regulation Building Codes and Standards Product Approval Application Detati Page for / 1/S201e Florida Department of Business & Professional Regulation page 1 of I Building Codes and Standards ,Mtmn Product Approval Application Detail Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Applicator Detag Page, 1 or I 1/Wola g)ry5g4U 220 End, or go Gary DdLbodss lama Ba]53224114 Soda Erla[.e lire DW 2OLbod a gate t7211f ZPA Santis Erlar.e goal gilt grtbo" lire lLQa2224d DO EotlhLe no fbls nowiNm■ 2im Itm rimgn Ieteialnc Ga lm E■YeelLMau 3%k% da riemd AUOMWd FMAmrmel A■n s"d Lea Lm rimaa meadmigm Gamr Ys1011id a1 Ya1el11Y Mgoftd 1IG.A■MIM Anoo wd A MM Aria !fin mosidanux fdo.d VabdWd By Xdd" &amid FOC-400m Ml exceed As" mm vwms mnWta0■t 290M lamelLt9aoaa Ydddw.lae rieard LIl■Wd FW Abu rwad Ao®a0 Alvah RNWM 2017 M Vlbdaua aid Door anent $WNW Luis Robenb Lomas, Steven M Wall. PE W1302017 OS/11/2017 W16=17 101102017 Approved Revision 2017 hit Vitiation and Doan area Stanger Luis Robert Lon« Steven M. Unlrh, PE W13/2017 OSM 1/2017 06/152017 1WWM7 Approved R-Won 2017 M VWdowa and Doom anm sionger Lute Roland Loaners Steven M Utkh, PE 06n32o17 n81112017 Dan62W 7 101100=7 Approved Review 2017 M V Adovn and Door enrt stager Luis RoOe ho Lomas even M. ikkh. PE 0aI132M7 Dan 12017 011111152017 10norm17 Approved Category: EXWW Doan (717) 388,9300 PE4a14 (717) 317.8464 Cslagary: Exterior Doors (717) 385-M P682514 (717) 3174MU Cslegay: Doss PE-62811 (717)317-0t64 compare Eder* Door (717) 356.9300 PE-82611 p17) 917-9464 althCeteaay: 8eanp Exley* Door Assemblies Daldinpsr�maad.own Sabcshrill Using Exterior Door Assemblies beMget@aaad.ocm ryWbr eubCWgay: E Do a WaYtgarorrared.ewn b*Mn emkv agar: st«g Eder* DOorAeesmtl Watnger@Mxd. Wm t?DplpaMnOe Mae arb Egkradanh Report tom a r- IN rpe meow &- Evaluation Report from a epaasrnb ako CtrylYaace Yeaard: Evebsbn Report from a w.0c. ceanPlWraeefrwara: Evaluation Repoli from e Flon10a Pegistensd Arcfarsd a ■ Licemed Florida Florida Reg' - Arched or oil Florida Florida Regisend Ansared w a Licensed Florida FWWW ri a e Licensed Florida Pnteasbnal Engineer Prptees*hN EngYMer profw*W E-~ professb«I Enginsar gMdkAW A■mudtrJll! Aotnaved firr lhe Lead MONO A■tmra0.tat.Yu lea9t gala amosLar AmonswedforUse Aooratm.tiCUse ]mom gin glelat.Alu1010ot A■rorl0.tu.Use Aa13md1o[.11a! head 219M Eaa! 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(513) 519 category: Edsrbr Doan (513) 770-M Inc. (513) 51 Was cataloger. Exterior Dome asYKiYgeeyi Sectional axWW Door Assemblies mw«W6ek1®cbpay.00m subcategory: Sectional ExW* Door Msertolbs natn•WesMQobpay.cem Subcategory: 81*q EdwW Door Atsarrblks Campbrru Msaard: CsrtlSostlah Man or Lbang CarlIN , Nwhod: CedMcWm Mark a Lig *g CorrlpWNs MPWAd: Evatrtkn Report tom a $ F ProbasiwlN Engnser a a Lkeneed Florida mg gE liIWLAaI�a Austin Approved for the EM&OL200ilftOUNWIS HVHZ isga9s 2190 ROYMr GOty■ La! pressor MdoL Numbear car Header Aaa>a7dffi!W Additives for .Use MRSOLRANgd9ft Dd:a■rE In HYM ommtlsm vm Ie01d mtla AtaYMr G31u1■ B 37 037 VA-W PAN-2FI51; 84A, W, 73, 76, 1500, 190. M Smel Pan (mid. 25 as.) SbgknCM (up to 07 wkh) 06121/2025 No Year No NO PSF/d2 53 053 W548 PAN-21F1 W: 5M, W, 73, 76, 1SM, 190, 4RST, Steel Pan (rain. 26 ga.) Doubla4st (or to IV(r 05/212025 No Y« No a30 PSFIJO 76V, 4RST, 41118F, OW, 6R8F, Ni$T, 48, 42. 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American Architectural St—M. Udch, PE 12/292017 12/132017 (717) 3653300 MaMadrinn Association (717) 317-8464 D1Asnole Approved 29di IXa riI1Mn 111eda tow Enft ow am Der Dow PJmat fa" Eorae,E,LMm ritiardlr mew" lmamm W PlSeA■rovid gals Age AN" RWWW 2017 CURRIES D~ of AAW, Ind Cateamy: Exterior Donn Dedb Dave UL LLC Ted Bernard, PE itI902017 1026=17 (641)494-2844 (305)SIS4707 12/05=17 Approved Subcategory: Skala Hung Corn Pban ce Method: Codification Mark or Listing bs8lmg reenhwi.com Revision 2017 Odder B kit PradoaN Company Caetgwy: Exterior Dove &ten Westerfield Indo 10 Tssteg Services NA, Gary Pk*hW 11292017 0601101017 (513)7704M Inc, (513)5ID45M 1210612017 Approved NrbCarapery: Exterior Cow components tlwe.detlk@a«aabloy.W Subcategory: SecWW Exterior Door Assemblies; . 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Number or Name 1 HS 188 Fin and Flange Frame F0ggi9L . gee. 211 Date Pend- G3loigl Enalmer&Llcenee Yalla.ea ev Y1ggg(gg gggg11S14g FBC Aboruval Bran SSlinger American Architedunl Steven M. Udch, PE 01212018 01A32ole (717)365-3300 Maradaduran Association (71 T) 317-8454 bsAlingergpntivd.Com OuWIWAasunnca Approved for Use Anomyed for Use Produet De,sedNlon Cordraet Exoirrtlon Dab In.KVHZ Duhltle HVHZ 73x62 InsUalad Glass 02/162019 No Yes - _ Qte _ unproved iaaft 01222018 Approved [,—t Deal- Rases Prasvun Na +55/-55 fiid D911111 mm riMMn milegiallow Revision 2017 its VMndow«d Doom cateaaey: VWdows eubCalegory: Fixedbeaiger�maM.ma Cewelksea Aleanod: CsraWlkrt Man a LMtrg Fifi1I113424t*.Paduct, aw product MOM 1 185 PW Knew or last no fad 4gnM6 EOgleepiLMM 3wwm" YAM" Age FM Aafaval anrt sow Americent Ardalectunl eleven M. Udcti, PE 12/312017 120312017 (717)385-M Mrn4imaar►AssotlWon (717)31741464 smobLaMEM Aaarerb for U" Ate' lb! 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P.E. 082212017 0a2OrAM7 07A3,2017 Approved RevM M 2017 Wrimt utar Rob Belden ICC Evpraan Seivlaa, LLC James A Rotteman, P.E. 08221i oarlom17 0711 2017 Approved Revision 2017 CASTCRETE U8A him Cng Parties MWn -O 0CC0 - CER kMpnFDaa BCCO - VAL 111140 17 10/18=17 11212017 Approved Da "cirri SVuwxa CwmpoWb (253) 924-6476 (SOB) MIS44 DN4ewr, SbuobxN coevorerb M 924-0476 MM SW1344 Cab9ow: Cined 9244478 (80N 0.N13M Cstngery: Structural Coniporiarb (813) 82148N p8e) 3/5.2690 arecaesgrrY: Erosional Lumber RaartBagrdn■msyeNfa aatrc+legoq': EnpYesned Lumber RobwtBmWwif@reyema B+ec+4sErgaiMred Lumb Robert.Baw>wYi®wayama OubCMpory: Products Imitmeduad M • Raul of 4prmke®ntlanb.ocm Comphrioa MMMk EvNwllon Report from a WW.aom Cum P11 , MNIeA: Evakwbon Report horn a eixter.com Complaisant' scion R R4p4rt from e New Tadnctrlpy Pmedud EvaNe110n Emily B Product EYAWN ED* 8 Product EvNuNlon Entry Bt1u4tllPRaods CrepaanM Setback CorMandw Mark or Leap EUNIKMLBRam guiMAKaow Amprond for tH! 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Number or Name Product Description Contract Excitation Dada ID.L Outside HVHZ assistant I 20 20 dal lad - �4de -. - - _ .. _ - .. gat: Rita �� Dale Pendna Q31.e _ 18 26 Ge. Gu11PBR Min 26 Ga. GuIfPBR Root Panel mer 1x4 Woad 04/122024 Yes Yes NIA +N/AI lad! I�$ Version Manufacturer comxt Efelneera License vNldated By validated submitted FBC Approval Approved status Purlins mef 15/32&quo; Plywood .151.7PSF Ilre Yamaa lllnn 92wo AOakuLAW a Yelddldm YdWdNd lake M ZIQARRMM AoOrpyed EOWa lyp! 19 26 Ga. Gu"R Mtn 26 Ga. GuII era 15/328quot; Plywood 04/122024 Yes Yes N/A -NIA/ Revision 2017 Commercial Coolant PrOAuda.ba. RobwtGMe THUY H. HUYNN JaM HOY 1014/2017 10/1&WI7 101T8/2017 121122017 Approved Revision 2017 Gulf Cast Supply & Manufacturing. LLC. Erg David Daniel S. Kuhn Locke Bowden P E. 10/122017 10/102017 10/172017 12/122017 Approved -154.7PSF Category: BhWdtl compo seen (813) 45D-3707 PE-e0122 (352) 88&4311 Category: Roofing (352) 498-0778 PE-75519 (334) 300-1800 20 26 Ga. Gu1fPBR Min 26 Ga. GU1fPBR wer ix4 Wood Forms veer 04/122024 No Yes N/A -NIA/ e1rOGleporyl:Prowiae Introduced M a Rstaa of prey lOp.alli Subcategory: Metal Roofing info@pulfccestsupplycom 15/328quo; Plywood -1517PSF kew Tedgiplingfy Compliance Method: Evaluation Report from a 21 26 Ge. GulfRu Mn 26 Go. GUHRIb over 1x4 Wood Puffins veer 04/122024 No Yes N/A +N/A/ Ceapermee Maged: E Mmdm Repad from a Florida Registered Architect or a Licensed Flonde 15/32&qud; Plywood -164.2PSF Fonda Race ' Ardasw as Lieread Fbrpa Professional Engineer 22 26 Ga. GuhRlb Mn 26 Ga. Gu1071b wet 15/32&qud; Ply wood 04/122024 No Yes N/A +N/A/ PlalenlOnM E-OW -159.2PSF r FL#iigM-R3 Reduces 23 26 Ge. GurfRib Min 26 Ga. GUIfRIb over 15132&qud: Plywood 04/122024 Yes Yes NIA +N/A/ PSF Duality Assurance Approved for Use Armroved for Use impact Dest� 24 26 Ga, GumRib over 1x4 Wood P.O- era O4/122024 Min 26quo; Yes Vas N/A +N/A/ +N1A/ Moment far AmmtiedaLUe Imwd laden Sao % Rggud Mods. Number or Name Product Description Comrad Exdration Dats Iat1Y� Outside HVH2 fiyNlSSN[e Praetors Plywood 15/J2&qud: Wywood -164.2PSF Eel ate OL &two P� 1 0.032&quo; Aluminum 5V Crimp Mtn 0.032&qJd; 5 V Crimp Aluminum Roof Panel 04/12/2024 No Yes NIA +N/Ay 25 29 Ga, GxdfRib Min 29 Ga. GuIfRib over 1x4 Wood Purlins ever 04/122024 No Yes N/A +N/AI 1 Ducey Parent s Connerdel Concrete Products Pieced all PnNnwed COW" Lbleb OS/262024 NO Yta WA WA 2 0.0328qud; Aluminum Gulf Lok me, 15/32&qud; Plywood Min 0.0328qud, Aluminum Gulf Lok 16&qud: Wide OV12/2024 No Yes N/A -108.5PSF +N/A/ 26 29 Ge. GuII 15/32&qud; Plywood Min 29 Ga. GU6Rito over 15132&W ot. Plywood 04/122024 No Yes N/A -123.5PSF +N/P/ 3 4 1&quo: 24ge. Gulf Snap 1&qud: 24ge. VersaLoc Roof Panel over 15732&quo; Plywood 19quot. Gulf Snap 24 Ga, 17&quct.. wide Roof Panel 04/122024 veer 15n2&qu t Plywood 1&quot; Versi 249816.5&qud; Woe Roof Panel 04/122024 Yes Yes Yes Yes N/A N/A -116.0PSF •NIA/--131.OPS +N/A/ 27 28 29 Ga. GuII 29 Ga. GulfRo Min 29 Ga. GulfRlb over lx4 Wood Purl- veer 04/122024 7/16&a+d; O.S.B. kin 29 Ga. Gu1fRIb over 7/16&quot; O.S.B. 04/122024 No No Yes Yes N/A N/A -146.OPSF +N/A/ -101APSF -NIA/ 5 1&quct; VersaLoc 032&Wd: Aluminum veer 15/32&qud: Plywood 18quo1 Versaloc min 0328quot. Aluminum veer Oa122024 Yes Yes NIA -138.5PSF +N/A/ -116.0PSF 15/32&qucL Plywood -101.OPSF 6 1.5&qud: 24ga. Gulf Snap 1.5&qua; Gulf Snap 24ge. 16&quo; Wide Roof 04/122024 Yes Yes NIA +N/A/ Panel ever 15/328,quot; Plywood -116APSF Search Criteria 7 1.5&qud: 24ga. VerssLoc 1.58quo: VersaLoc min 24ge. 168quot, wide Roof 04/122024 Yes Yes N/A -NIA/ Panel over 15/32&qud: Plywood .123.5PSF Code Verslm: 2017 FIL #: 11651 8 29qud: 249e. MegeL. bin 24 Ge. 28quot Megaloc 18&q/at. wide Roof 04022024 No Yes N/A +N/A/ Application Type: ALL Product Manufacturer: ALL Panel over 15/J24qud', Plywood -108.5PSF Category: ALL Subcategory: ALL 9 24 G9 Gulf Lok Mn 24 Ga. Gulf Lok 16&qud; Wide veer 15/32&qud', 04/122024 No Yes NIA +NW96.7PSF Application Status: ALL Compliance Method: ALL 10 24 Ga. Gulf Scam Plywood Min 24 Ga. Gulf Seem 16&qud; Woe Roof Panel 04/122024 No Yes NIA +N/AP93.5PSF Quality Assurance Entity Contact Expired: ALL Product Model, Number or Name: ALL over lx4 Wood Purins over 15/328qud; Plywood Product Description: ALL Approved foruss In HVHZ: ALL 11 24 Go. Gulf Seam Mn 24 Ga. Gulf Seam, 1 3/48gI Snap Lack, 04/122024 No Yes N/A +NIA/ Approved for use outside HVHZ: ALL Impact Resistant: ALL 18&qu t, Wide Roof Panel over I"2&qud: Plywood -108.5PSF Design Pressure: ALL Data From: ALL 12 26 Ga 5V Crimp Mn 26 Ga. 5V Crimp Rod canal war 15/32&gad: 04/122024 Yes Yes NIA +N/A/ Data To: ALL Plywood -156.5PSF 13 26 Ge 5V Comp kin 26 Ga. 5V Crimp over 15/32&quot. Plywood 04/12/2024 No Yes N/A +N/A/-131.PSF 14 26 Ga 5V Crimp Min 26 Go, 5V Crimp Roof Panel wet lx4 Wood 04/122024 No Yes N/A +N/A/ Forms war 15r328quot, Plywood -156.5PSF 15 26 Ga, Gulf Lok Mtn 26 Ga. Gulf Lok 168qud: Wide Rod Panel over 04/122024 Yes Yes N/A +N/A/ 15/J2&quo: Plywood -161.OPSF 16 26 Ga. Gulf Lok Min 26 Ga. Gulf Lok 168qud; Wide Rod Panel over 04/122024 No Yes N/A +N/A/.63.5PSF 15/32&qud; Plywood 17 26 Ga. GuIfPSR Min 26 Ga. Gulf PBR Roof Panel war 15r328,qud: 04M22024 No Yes N/A +N/A/ Plywood -154.7PSF _a_a ai QD cn ^' -9--a �e N0 0 L Q 0 CU .� � ^ ' Al O 0/ O O Q O ^0 W ICU 0 Li - 0 CC .�^, W O - O 1E CU .� /` v��^ J Q E z z W J c� O L) Cn L O W O Q CIO CL U no O 2 One L) ea) V / W cW G Q Z Z Q J a. SHEET-1. PA 1_3 qr