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HomeMy WebLinkAbout3176 Nubbin Ridge LnABBREVIATIONS 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 orA.H.U. Air Handler Unit FIR DR French Door RECEPT Receptacle ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BLK. Block GALV or Galy. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter IRS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SO. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal . SPECS or SPECS. Specifications CLG or Clg, Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SO FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SO or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community KIWALL or KWail 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 orV.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 w/ 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 orPkt. 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 Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wail Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Fir. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 12-8-15 2.0 FRAME -WALK REVISIONS 12-27-17 3.0 2017 FBC UPDATES 05-20-19 3.1 ELEV. Al -REVISED BANDS BACK TO ORIGINAL DESIGN 1551 ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. i CS COVER SHEET J 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN MONO 7 ROOF FRAMING PLAN 8 LINTEL PLAN AND DETAILS 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 PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 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. G� O z — Q M d O M E3z N z CZ �(3) (_D V% Y Fa W a o � Ua O _ w � l/) fr, E 2 ws o LU O 8I�.. WI�— 1° E i s 4-= U o a Q 0 O rn \� w z Z W .2 0 1111 1Z a , LLO� U1111114. - LN LL '� z QUJ gzo Z"Wo LLX .-r y U C C9. To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residentlal 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. ti � � ¢ w Z M M y zo� a E E d wo �� �� �� }� �o z® oa l..-' C 20o XU ono 0U U OE CD N F 4% a °z ¢o G z � W L 16 CO CY _ O 2 U N 2 m O Oaw Z fn J m 3 m 4 a 0¢ Q W g Z go Q U w� a o a mw �r ow �w =� OF �02 II� CO v z< a r °3 o T > M ^L� W '> m I� � N O m LO T L0 LO T— z O 2 CM T z3 N "CAI o Z c E Q E `ig a U o v m _J Q p dui JOB NO: 19-5901 SCALE : AS NOTED SHEET NO. C S 0 0 TYP @ 1 STORY A S3 H.B.+ `♦ 0 I w 286 T-21168 I----------- N ` a CIDJ � z ZI D S3 r I -0" L I I r 0 N N I I I I I TIE c 15'-Oz" Co Co I I 20'-04,' I I 78' I 5'_0" 0 T. OP . W ` FAMILY RM DRYER VENT THRU WALL I 01 I - R&S -- - `\ 2 CAR GARAGE 1 VAULT CLG. , _ 5-SH HANSON BOX O�\ CARPET 8'-0' CLG. I 0 I m T -- - iv 16" DEEP @ 36" A.F.F. I a I N 1 OPT. N REF. L_- J t5 =W v�o � `t p i w I I I I I _ 80 1-------- - -o" LG. �� _ I EDGE OF SLAB 2" I > I I I r BEYOND WALL I O I I I Y M I I X 20'-04" I I m I I 2' 2" I I K / I I I �h" I I 20"x20" SQ. c= -i ^ .... N I 1'-4i I S3 / I I I I PILASTER W/ (4) #5 VERTICALS. "-' 9'-6' CL I I I I I I I. I / 1 I L I I � U I I I I I GROUT SOLID. (SEE ELEV. FOR EIGHT). 4x4 P.T. #2 SYP WD. POST 1 0� Q 2:12 SLOPE 4'-0" I I I x / = h- I I I TO SIT DIRECTLY CEILING I I I z O 2'-6 ¢ I I I ENTRY IN CENTER W/ r I I O ■ -- I D BUILDER PROVIDE I I 8'-0" CLG. USP PA44 (TYP OF Two) l r i TO I S3 I PATIO I I I I I 11� D W 1 I N APPLIANCE S3 L - - _ - - - - - - - - PROTECTION WHEN - G.T. - ra - CA - - - - - - - CAFE I I I I REQUIRED PER FBC R O vi I VAULT.CLG K CO CD � CARPET 1 16'-52„ I 8'-3" S3 '-104" 6�-8 I 3068 6" 6 (4) 2x4 #2 SYP STUDS FOYER I `1? `C W/ USP HTT4 @ BASE I TILE � G I O S3 9'-6"CLG. I I I 5'-8' 10" 4'-0"1 H_ _ AT 7'_4'_ Al I o - R&S riN - - - - - - - - - - - - - - -�---- R&S �a. z -----___--- B. . - R&S TYP @ 1 STORY N j W.I.C. �= z 166 - ---- R&S N A S3 (4) 2x4 #2 SYP STUDS 1 W/ USP HTT4 BASE @ � � �" AHU 8 -0 CLG. I 4068 B.F. ~I 4068 B.F. TYP 1 STORY @ 2668 1? v CARPET I I 2668 A 00 � OWNER'S 8' 2" 8' 0" 2' 4„ 4'-2" T-74 8'-04" S3 ; � BEDROOM 1 SUITE °0 8'-0" CLG. �rN 165DEEP N 8'-0" CLG. CARPET BEDROOM 2 ON 9 CARPET uN N C IT8'-0" o CLG. N " 1 CARPET A c=it O 60"x36" r N 6d, - SHOWER O TILE E o 15'-04" is 8-52" TILE 3 0 in 10, 4" 2„ 5 3 ' 10'-5" TE IBERGLAS F URROUN AC PAD 31 O O :kE P = BERGLASS � IURROUND �v 1 HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI (2) - 1 3/4" X 9 1/4" H5 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 (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18JX254 S.H. 13 20X38j 184X374 S.H. 14 20 X 50 j 18 4 X 50 S.H. 15 20 X 63 18 4 X 62 4 S.H. 16 20X72 18jX71 S.H. 11-12 271/4X26 26X254 S.H. i H3 27 1/4 X 38 26 x 371 S.H. 1 H4 27 4 X 50 i 26 x 50 S.H. 11-15 274X63 26X621/2 S.H. 11-16 274X72 26X711/2 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 4 X 50 S.H. 25 37 J X 63 36 J X 62 1/2 S.H. 26 37 1 X 72 36 } X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 4 X 25 4 S.H. 33 54 X 38 j 52 4 X 37 i S.H. 34 54 X 50 j 52 j X 50 S.H. 35 54 X 63 52 4 X 62 i S.H. 36 54 X 72 52 j X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Nntes, 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" OA +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 CD +28.3 / -36.4 +26.6 / -28.0 OF +26.6 / -32.2 OG 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 I1'1,1,"1,1,1,1' � � • • TYP. 2x FRAME WALL l r BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 11B111 H.B. TYP @ 1 STORY 25-SH 1ST FLOOR LIVING AREA 1555 A s3 qO LIVING TOTAL 1555 GARAGE 408 31'-2" 22'-10" FRONT ENTRY 42 TOTAL AREA 2005 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 R-1FACED CONDITIONED CEILING BLOWN -IN R-3 BLOWN -IN (INSTALL BAFFELS AT EAVE) I GARAGE SEPARATION JR-11/R-13 KRAFT FACED SCALE: %4'=1 '-0° (GARAGE / LIVING) 1 0 0 I M � o z N O V � S z o z v Q J M � N E3 t/1 z `° � � o Wm vt+ T C/7 Y W 0 o a O c N o TW U 0° w '- ) 8 0 u� j z U o • Q �m N a� z N o a o � M zw ww � 117 LU w LU o _ w � �'�s°fir` LLMt9�. a °¢ � t ro zz 01. " L K. 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 to w M =a o Z 2 J !L E o o0 m z QN d E: Wz z® o a t--- @ o E 2, o8 U 0U O< az N wo <= �W m� ra r j c �_ c Y �m O o ZF >Z Cn J Cl)� F" �z ° man v o< LL zg ao a ww =K �- 'a� o � a �t zl`i 3 r >M ^L, \W c N 0 Q LO rn r t.t') ._ z o 2 In LID r r iD 0 M CV N i6 i o z z E p a d U J Q J JOB NO: 19-5901 SCALE : AS NOTED SHEET NO. 1.0 I I BATH 2 KITCHEN ISLAND KITCHEN I I N-EI E�i OWNER'S BATHROOM co 8`-5-4 0 c'> Q (V HOOD i (V RANGE KITCHEN INTERIOR ELEVATIONS SCALE:1/2"=1'-0" 0 (D N z 0 o _ o z o z a J M d O C V I � Vl r� O � VT Y O Q .0 0 ^^ W ~ ,L !! E v A-1 o U o 2 u, cit.. I Q n 0 sm N N V�i N Q Wt�� 4, Q LLA4U rvuE . a V e t q\1 p E�� '. t®t�E�6 �i �(6tt4�tb��. ytc p p ra}ptp,6 q To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. o CID M z co z o U Q p ww g �z � �o Z® oa H0 U 00 O ro N a� a z po � O� W Z ww .Ra ra L co c _ c ¢z o< Nm m0 OLL Z, a� J W �1. F <w �. zz W fl oo1 w w go w z m w W v <& yW 1k =� O O Oz co it z¢ a OUs 21 >(e) L N t° N O Q c0 waasN\ Q) co 1 T 3 z TO LO r I M m '— °' M M N N o z E O ca a U Q p J JOB NO: 19-5901 SCALE : AS NOTED SHEET NO. 2.0 12 HEEL r 12 — \� -------------- - -- -� �- - -��-- 5 - -- _�-- OP T.O.M. F4 N HDR HGT. - - - - - - - - - - - - - TEXTURED F CEMENTITIOUS FINISH ❑ ON C.M.U. (TYP.) I o - 2" x 4" SMOOTH TEXTURED SILL / BANDLit I I I I F.FL.-------------------------------------- 4' RIDGE VENT 12 5[:::� --------- —-------------------------------------11-01, — 2'-0" 12 �5 12 Z�5 18' RIDGE VENT 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS nF 1'-0---- 1" x 9" SMOOTH TEXTURED HEAD/BAND PRE -ENGINEER TRUSS REFER TO STRUCTURAL — PLANS FOR BEAM SIZE 2"X4" TYP. 5/8" TEXTURED OVER — MTL. LATH & 7/16" OSB SHEATHING & FRAMING AS REQ. REFER TO STRUCTURAL PLANS FOR POST SIZE 2x FRAMING AS REQ. POST TO CMU CONNECTOR - REFER TO STRUCTURAL PLANS (1) 2"X4" TYP. (2) 2"X6" TYP. SEE FOUNDATION PLANS FOR FOOTER SIZE (: q1_1 2"=1'-0" FRONT ELEVATION - B1 SCALE: 1 /4"= V-0" 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. -------------- HDR HGT. 110A' 011C7:417 CEMENTITIOUS FINISH ON C.M.U. (TYP.) 00 LEFT ELEVATION - B1 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 SQ. IN. OF NET FREE AREA / SQ. FT. a a 0 0 z N O zm � o Q �l M N dE3 M In � o � t Cj LL, o a < w ~ V) c �tJl r— o U in 0 allw C) o N `� • ® Q c ¢ r 0 �m ry N goN o � z Z W •L) N r� U !` V h .` F .M y ''OF=ES 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 Engineers signature and seal. r` CDW Mz M o ZZZ U_ Q E 0 zo Wo ym Qs Z® W� ra o, z C'I W O ro o ¢ w z t L ro O z Y V rum m O O, Z� Q% Q W 8 Z 3z W Q t/ W a �� ao oCID a Ih 0, 00 , 0 o T rn > M L C N ,...� -J O � � O L0 z L.n o M N o E s :3 N �; h z z E O T E ca a. U � Q p � JOB NO: 19-5901 SCALE : AS NOTED SHEET NO. 3.1 12 5� T.O.M. - - - - - - - - 11_pll DR HGT. F.FL. ----- 4' RIDGE VENT 18' RIDGE VENT 12 �5 crc r-t. ri tot'- — — — — — — OVERHANG TO BE CENTERED ON DOOR 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS --------------------- TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP.) 12 �5 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. TEXTURED 1 0 CEMENTITIOUS FIN. ON C.M.U. -- TEXTURED (TYP) 2'-0" o CEMENTITIOUS FINISH ON C.M.U. 2" x 4" SMOOTH (TYP.) TEXTURED SILL / BAND — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _ — _ REAR ELEVATION - B1 SCALE: 1,4"=,-0" RIGHT ELEVATION - B1 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 SQ. IN. OF NET FREE AREA/ SQ. FT. a Z N O 0 0 z o v J th M Z In = o Q) (D 4-' ftj w O w F__ V1 c E o � � U w v� o _ Of m sm N �O Z LU ooN o w z Z0 WS .a ww W 4 rnU) W � 0 V ao ��A Z� Ofllll�� 1JL LU Z NZZ -� ;0 � 0 ^ _® 4 _ �i 0 'rr1.i�3,Ie10\ 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 O J w M � J O m z to E cL E u o r`o _ W� ❑ oz C O E ab O az �J ra C =3rn c, O O z > z J am z Z �z 3 o< go Q "< <� N vi a yw fig_g '- 5 c O Z ¢a aF O O co w zla ax 3 o T M W ca c� N oo­w� _J O Q c N LO ::3 T ._ z o (fl LO T r i co 0 to c) N o Z E O N a U Q p � JOB NO: 19-5901 SCALE : AS NOTED SHEET NO. 3.2 2 VARIES 1'-10" 12" CAP CAP 2" *NOTE: iv 1" N FOAM TO BE USED 1" RADIUS c 3 ONLY WHEN 3 1/2" RADIUS 1/2" RADIUS �M REQUIRED BY = COMMUNITY r� 4 1'-54" Mla N 0o SPECS. IF NOT, 11 N A t v 1" 2" OPENING VARIES 2" 2" 3/4" RADIUS - DETAIL TO BE 1" 1" M BUILT W! STUCCO. 1/2" RADIUS 1" 1" N 1" 4" VARIES EDGE OF 1'-0" v OPENING VARIES 1' 4" 0 22' VARIES ri r 1 1 -4" 1 12 VARIES O r 1 1/2" RADIUS 4 42 4" 2 1/2" RADIUS 1" -" 34 4 iO r d Mld N ck - CO MIV Mid rdl� T00 M AF CO VARIES 12 32" 11 32" N � HIV �� 3" 2 2" BASE BASE • MI7 T 3�� 4 r 1 1 "a 4 1 �_8,� 4 , • 1 O„ y� 4" 1U z o M 2 — m *NOTE: VARIES 8" 2" z z a FOAM TO BE USED co 3„ ONLY WHEN CD REQUIRED BY V-6" N z COMMUNITY _ 1 �� C9 SPECS. IF NOT, 1" OPENING VARIES 2' 1" 1''4" DETAIL TO BE � Y BUILT W/ STUCCO. 2" 211 21i V m UM EDGE OF OPENING �- 6 • ' O c Ln • w m 1-1/2" THICK 1-1/2" THICK ; o o c U) ® Q 4" N 10" a �M v, 14 or 10" 6" v 24' N ���o� w z rn - � Z w M m z o w c Q -I� W � - in` o LU LL W r y pU v O rnL°N f3 Ca ❑ ❑ rn 4 6" to fn 2 N 2" 4" 3 2" 2" iv r�z: rn > > N Ln I _M rn co 1-1/2" THICK 32 24 �M CID 52' 1'-5" 5z" M1 51" 1'-4" 3 _ - - 4 cv I CD 00 IN -�Ic � 2r I I rM C1.4 b III"`III"` 4" 1" 12" T VARIES VARIES rn 1 LO 2j U) 2y„ LU = 2 To the best of the Engineer's knowledge, information and belief, M the structural plans and specifications contained within these drawings comply with the 2017 Flodda Building Code - VARIES VARIES Residential 6th Edition. Engineer's signature and seal is only for v• the structural engineering portions of the drawing pages beading Engineer's signature and seal. T Cn 4" 8 3 2 c� z Z 3 3„ 6" 4" KEYSTONE F11 0 KEYSTONE F11 00 u z o OPTIONAL OPTIONAL Q 0 Z r �ti rn - - j ^ <V N H N CO j CO 11r aF o¢ a i Rb. 2 44' CD lQQ4r„ 3 y4" N ¢ z w w E 3" 4 m i ao 4" GARAGE DR. OPENING 4"4" WINDOW OPENING 4 z o 2 1`-d' `' NOTE: o > z in c� z, E IN 1, J 0 Z ¢ w Z • INSTALL OVER STONE, TYP. 3 8 a o • FIN . TO HAVE TRADITIONAL VARIES W- Nw LOOK & SMOOTH FINISH ) g = • • • FOAM/ EPS MATERIAL IS =3 p t ACCEPTED g ao CD t� v 15 ° 3 NOTE: • FIN. TO HAVE TRADITIONAL LOOK & 2'-1 1'-4" o a SMOOTH FINISH 64 1'-64° 14, 12' In 0 2" . FOAM/ EPS MATERIAL IS ACCEPTED 54 1-12 S4" > co i 3 -10 7 �, L 1u N 10" 1'-4" 10" o (Y') - .— N a � N io CV (13 co Ik l /�� J C) N Q o a� N 1" N m 2 N L/ramLO CV L1 ! = r(_0 N r �o • M 3 N N' r- z a c� i� z E Q m a U Q O E v c 1" 'Qr0 1�,. JOB NO: 19-5901 CID 2 SCALE : AS NOTED SHEET NO. GENERAL NOTES: W o • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH v N ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 200A INDOOR PANEL NEMA 1 200 AMP #14 copper to lights & outlets #12 copper to 20 amp ckts #10-2 copper to WH #10-3 copper to Dryer MAIN 2/0 or 4/0 SER Alu 200 amp 150 amp ===jF Disconnect POWER CO. FEED INTERSYSTEM 4 Bare Cu Ground BONDING 44 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 14, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF VERIFY METER range 2" AFF LOCATION WITH 2. All trim plates & devices to be ganged, where possible. BUILDER H.B. 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. \� VERIFY LOCATION _IRRIG_A_TION _ _ _ _ 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the �� ELECTRICAL PANEL LGFI @ 44" A.F.F. _ branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. I I 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC, 406.11 I 1 1 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station cc alarms or UL 2075, gas and �� OPT. OPT.I I I vapor detector sensor, according to the installation. \\� FAMILY F�IiQ --W 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and GF labeled by a Nationally Recognized Testing Laboratory. �� 2 CAR GARAGE I I I 10. Keep all smoke detectors minimum of 36" from bathroom doors 12ROUGH-IN FOR \ I I I 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and \ I I shall be equipped with a monitored battery backup. �k OPT. CLG. FAN/ ----- —GFI LIGHT PRE WIRE \ Q ( I I 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits G �� "< OPT. 7 \ = I I I is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be '� ___ ___ 1_ _ L REF_ J \ � GARAGE I exit alarm complying with UL 2017that has a minimum sound pressure rating of 85 DBA at 10a et and ` 3' 4 " GFI @ w W DOOR I I either hardwired or of the plug -In type. The exit alarm shall produce a continuous audible warning I 44" \ GFI when the door or window are opened.. I A.F.F. \ M )I I I 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed i _ < a/ I I within 6' of the outside edge of a sink. This would include the receptacle installed for a washing GFI GIFI machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the U.C. SWITCH — • • • • I I I I I I requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing I FOR DISPOSAL k I I I I I 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. Ilk I I I I ELECTRICAL K Y i z o �L --- E ENTRY GFI I I O I I I ��y i� I I I I Ir --- I D DUPLEX CONVENIENCE OUTLET '�7 - ( I I I I,� I G I GFI @ 44" L — _ _ _ _ _ _ _ _ _ _ _ DUPLEX OUTLET ABOVE COUNTER PATIO i I I W. I A.F.F. I WEATHERPROOF DUPLEX OUTLET CAFE i C _ Jj GFI 1 — — — — — — — 'h DEDICATED RECEPTACLE 3 3 T 3 GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET I I I FOR MI I HALF -SWITCHED DUPLEX OUTLET i \ HOOD PER SPECS \ I I FOYER _ SPECIAL PURPOSE OUTLET WP rn I , GFI I I DUPLEX OUTLET IN FLOOR GFI 1db db 220 VOLT OUTLET I G I WALL SWITCH �' -------------— — — — — — — — — — — — — — ---------- ----- �. W.I.C. I / C.M ----- $3 THREE-WAY SWITCH / I O I S.D. AHU qp I 4 rM FOUR-WAY SWITCH / ! / I S.D. S.D. $R RHEOSTAT SWITCH OWNER RECEPT BEDROOM 3 1 CEILING MOUNTED LIGHT FIXTURE SUITE FOR / ALARM M I ROUGH OPT. CLG.-IN FOR FAN/ BEDROOM 2 LED LED CEILING MOUNTED LIGHT FIXTURE / 1 LIGHT PRE -WIRE WALL MOUNTED LIGHT FIXTURE LA C\\ 2 �"%ROUGH-IN FOR DISC. / .1-1`\ OPT. CLG. FAN/ Q RECESSED LIGHT FIXTURE 4 I ROUGH -IN FOR LIGHT PRE -WI RI I T OPT. CLG. FAN/ +PC LIGHT FIXTURE / �� F U E WITH PULL CHAIN IN ATTIC ACCESS WP LIGHT PRE -WIRE \ TRACK LIGHT GFI 1 VP FLUORESCENT LIGHT FIXTURE \ 0 Q EXHAUST FAN OPAD E• FI VP o► db 'wo EXHAUST FAN/LIGHT COMBINATION R.ELECTRIC DOOR OPERATOR (OPTIONAL) H.B. CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) [s]D PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CO CARBON MONOXIDE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) �-a TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) FTq TELEVISION (OPTIONAL) © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER ELECTRIC PANEL —� DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN G J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR T J OPT. CEILING FAN 69 (1) PHONE LINE, (1) DATA PORT MAIN FLOOR ELECTRICAL PLAN SCALE: %4"=1'-0" L� r 0 CD Z N O z z o M to z U o Vi Y n U o Q Ow � N c e o � � U 00 � o E 0 8 m oi ••. z�y CO ®0 Q 'r m t/f ooNZ w z o om-c,0 . U) Z w en o.a � u' % Q - w Lu „' m � a Z V ¢.Qa,=A � 13ZU 0-2 moo¢ G y C N ♦/ ) g Ernes' 4 ILL N C W Q�an Q 0. U 00 rn 0 00 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. C w MZ o LL E wo >rn z" Q E O w1 a 1. ❑a W (6 i— � E o OQ �� Z O GV ¢ z o Q Z W W W L fD C: O Z Nm g m O � z0 Z � N ¢w C/3 `i >z ¢ O O O a �w ao o� xk — (D �= ZI¢ a x 0U •o � > M cu cu LJ.. O Q Ca� N m l� Ln Z � o LO T � I M ( N ,— ai T C10 N o Z Z E O y B CU IL U J Q p JOB NO: 19-5901 SCALE : AS NOTED SHEET NO. 4.0 y RIDGE ATTIC VENTILATION CALCULATIONS - B1 ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 11150 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 SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev) required needed required soffit by upper needed ventilators Main 22.00000 2.000000 Floor 2002 1922 275 961 69 480 0 606.0 330.0 276.0 (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 11150 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 SQ. IN. OF NET FREE AREA / SQ. FT. a Q C=�D c� a z N O z o J M � N M W(A z U a--+ Y LU O ° w N c E tJ'1 ZD � � o U W �- E 0 8 c Cn ¢ m 0 ®� `m _ � N e a� v. U Se- N C 1 ,O Q'iQt z: r _ '0 121 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 Engineer's signature and seal. o co M z z o S W z � U_ Q E Ou zo wo >m ¢o z® E id XO U a F oa 00U O ¢ O @ N L ¢z o 4 o ww a� m rd N 0 Y U " m �� O z F 'a w J TN o¢ w �z go a �F MEN U oLL =5 C�O J z 4 7 F j0 a co � zl¢ � 3 C o T N >M L co •— m ca I� N O 0 N O r LO rn •— z Ln r C)LO T' � N J� r 6 M � M N N N r o Z z ac0 E O E M CD _ ¢ 0 JOB NO : 19-5901 SCALE : AS NOTED SHEET NO. 5.0 v d x O r- rn 0 LO I rn z m W x 0 0 LO o> Cr 3'-8" 3'-55" - 2'-63g" - 6'-011 ri TYP @ 1 STORY A U.N.O. S3 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 �47LF w `n 54'-0" • 46'-0" A 5' 2-6" x 2'-6" x 1'-( W/ (3) #5'S E.W. 7'- a --------T --- ------I— ----�■ N N:I-----------�- 10 10 :I 23'-6$' T; 1'-1 a" __ _ I 0' 1 OPT. D I �PT. V.y TYP @ 1 STORY I t _ _ ___ _� __ —qz-v � r ..-_ � —— _. _— — 31/2" SLOPE --; cv 1 U.N.O. T 10 ( • II 19 : III — C1 ao I— — —C� — - — _—�_• — — — — —I ■ INDICATES FILLED CELL w/ 3000 PSI : I CONC. GROUT FROM FT. TO BEAM I CHASE TO I ISLAND • . • . • I ' I BUILDER TO PROVIDE J : W/ (1) #5 REBAR VERT ABOVE SLAB TYP @ ALL PLACES SHOWN I KITCHEN ISLAND I LOW WALLS I K S3 APPLIANCE PROTECTION I 13 WHEN REQUIRED PER FBC HOOKED FTG. DOWELS 5 EMBED �C — — 1 W/ 25' EXT. ABOVE SLAB "GRADE 40 I , I I I.• 4'-0" STEEL" 25-6" I I I I I ; ' 20'-6' 6-8" 1'4" STEPS AS II r = ;71a : I I (— h I II II — 7'_511 7'_111 51_811 1.OII REQUIRED I I I III L` JII : I. PER FIELD CONDITIONS I PROVIDE 1 yI " RECESS I II �� I) I : I I I K CC CC 2'-6" x 2'-6" x — W/ 3 #5'S E.W. O _ cD L J ■; FOR SGD. REFER TO LL =JJ MASON'S SLOPE FOR cv I I ; : ,—� W.H.\� S3 S3 I S3 WIDTH D.W. W CJ I III • --{— ----1 ■ I CD r LO I 16-11$ 8-64 r 1/2" SLOPE. 3 -31/2' Q ' I N I711811 41811 I 3-1/2" MIN 3000 PSI CONC. SLAB FOR 2'-6"x2-6"x1'-0" I W/ (3) #5'S E.W. PROVIDE %2' x 9" N _ LOP — — I HERNANDO COUNTY ONLY RECESS FOR FRT. DOOR ■' 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 TOP OF CONC./ PAVER TO BE4" I MIL VISQUEEN VAPOR BARRIER BELOW FIN. FLR. • T-8" 4'-4" G I 10 ■ ; I — — _j 01-01, 17'-5," �1 361-( 111 Qo. S3 TYP @ 1 I I 2'-6"x2-6"x1'-011 STORY U.N.O. W/ (3) #5'S E.W. I CJ 'CJ - CJ — CJ HVAC CHASE i III Cn BASED ONE �� I� 1 �_�!I} I ON LOCATI II • T ■ ' o II W. I} r1jl ` �0_p ■ ' 17-2g" 2'-11g"II I2" JI I L Ii _ /•/ I ^ 10 IL�.� — �� L iz_j I H.B4- �1_QII 3'-5.5" 21 3'-20" 1 2' TYP @ 1 STORY A U.N.O. S3 FOUNDATION PLAN SCALE: %4"=V-0" CONTROL JOINT DETAIL SCALE: 3/4" = 1'-0" Nor 45 CONTINUOUS REINF. SEE FIND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. *"Alternate: The reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = 1'-0" a Q V M EppON z N (O z Q p Q J d � N z ti v LU U � a 0 W N c:�- E Ln U m LLJ m 0 8 ... w =t U o L 3 • 41 N N N Z W''i w 2 U) V 1— a° w w a _Z a�0'O`tdt��,f��, N U p• O lo�y Z , i '4 '•. F t }a. '•m �F E SSg4lt4 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 co CM J i $O S w ZZZ Q U c6 E O zo WO Zym ¢N Z E u 1 e O¢ od =° O� N �o wZ tt� ry - 0 UY 4 O Wm o 8' Q W J N ci o. ��a �n go �F Uo wz �� �� O co WY o r s� r� d o It Z¢ U?a r N nL W co N �-. O 0 N n C3) LO ._ z o LO T 2 CV �— 4i M T M N o z E Q E a U _j Q p JOB NO: 19-5901 SCALE : AS NOTED SHEET NO. 6.0 3 c S CD n rn r 0 L0 I rn m c z to N O LO 0 rn �o tea+ .L a rn N CL E E L Jy N r 0 U O I i 0 i 0 0 U L� 0 t2 00 0 0 a rn 0 N 0 W M D rA (2) CJ > LID M U U ��1 CJ 1 CJ3 CJ5 I EJ7 EJ7 EJ7 EJ7 EJ7 USP HD410F w/ (10) 10d NAILS) 3/16" TAPCONS TYP. BEAM T( I (2) 2x12 #2 SYP WD. BM. w/ 7/1 EJ7 I FLITCH PLATE. BOTT. OF BN 18 FG1 D1 TYP. BM T COR GE1 co W W m m com co m m U :::F:=1 U V > > y`�jLU U CJ3V CJ5V EJ7V - x (2 co Q c~o Q �l I- < co(J- << j / � 1 -- I- Q (2)A x EJ7V EJ7V EJ7V EJ7V EJ7V EJ7VA C7 rp EJ7VA Q i- 1- Q O EJ7VA EJ7V EJ7 T Q CD r_ Q co_ Q LOco Q EJ7 T Q EJ7 I� EJ7 " CJ5 CJ3 M LO U U J U AND (6) CMU 5" OSB . @ T-O" D CO. VER J UPLIFT CONNECTION CROSS-REFERENCE 7/26/19 MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O 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 600 535 110 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8 - 8d RT3 610 525 8 - 8d X 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1400 1400 110 -10d X 1 1/2" F HHETA20 2235 10 - 10d x 1 1/2" G H10A 1340 1015 18 - 1 Od x 1 1/2" RT16A 1380 1160 9-1 Od X 1 1/2% 8-1 Od H HTT4 3610 3105 5/8"ANCH. 118 10dxl-1/2 HTT4 2715 5/8"ANCH. 12010dx1-1/2 J HTT5 4350 3740 5l8" ANCH. 126 1061-1/2" HTT5 3225 5l8" ANCH, /(28)10dxl-112 K HD B * 3130 305 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HD5 * 4505 37 5/8" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N LUS26 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" C2 HUS28 2000/4220 ** 1720/3125 ** 30 -16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1/2" F MTS12 1000 860 14 - 1 Od x 1 1/2" MTW12 1195 1005 14-1 Od x 1-1/2" S MTS16 1 1000 860 14 - 1 Od x 1 1/2" MTW16 1195 1005 14-1 Od x 1-1/2" T MT320 1000 860 14 -1 Od x 1 1/2" MTW20 1195 1 1005 14-1 Od x 1-112" U MGT/MUGT 3140 3140 22 - 1 Od X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4"x2-1/4" TITENS LUGT2 1850 1810 (16)1 Od NAILS AND (5) 1/4"x3" WEDGE BOLTS HTS 20 1450 1245 24-1 Od X 1 1/2" HTW20 1530 1285 24-1 Od X 1 1/2" SP1 585 535 10-10d SPT22 685 8 - 10d SP2 1065 605 12-10d SPT24 1030 12-10d 645 555 12-1 Od 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 Al I (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 (6) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR 2 PLY CARRIER—t .--(A) INTERSECTIONS. SPLICING / 2 x CONT LEDGER TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 64' 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. SEE 3/S5 FOR STANDARD GABLE END FRAMING 2X TOP PLATE TO - GABLE END W/ 16d NAILS @ 6" O.C. 2X4 STUDS @ 24" O.C.- W/ SINGLE BASE & TOP PLATE W/ PLYWOOD SHEATHING COVERING FALSE BEAM ( SCALE: 3/4" = V-0" STRUCTURAL SHEATHING 7/16" MIN. NAILED W/ 8d COMMONS @3"O.C.@ EDGE &6" O.C. FIELD RUN FULL SHEET FROM BOTTOM OF FALSE BEAM GABLE END ROOF FRAMING PLANT SCALE: %4'=1'-0" 0 Ire u C o — 0 co Z N O 0 0 z g AIIIIIIIIIIIN10% Q M VJ\ N z n, o U W Vi Y Ca w o ii` w F o tir6 � � m �w � x m Q sm N N o a �� ZLU �'i owl a w LU a �g Z qt od ki'pf�� U.d Uv To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. � w Cl) M i ¢ o Z U- QE O U z o WO » <N Z® o n t' (6 < o XU Wi c 0O O >_ N o< ~o o� aZ wo < z ¢� m c -a�i Y 'm'<w ~OEE U:)J v`ni � 7W o1 o Iz go dZ H J � O $LL w W F =3 U' 0 � O O �Y °zl< a x ° 3 c T N >(o ^L' W '> m I� N .—. c� M —j O QC U 0) N c 01) LO .� Z o LO LO T 2 CO C, r ai C I\ co N N o z Z I. r` E Q In E c d U -j Q p -j JOB NO: 19-5901 SCALE : AS NOTED SHEET NO. 7.0 s 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 perACi 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load / " O Safe vertical load Safe horizontal load GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 8F444 11 B/1 T 8F40 1 B/1 T 8RF40 0B/1T 8F321 B/1T FORM k GROUT SOLID W e LU �U 0 #5 BAR CONT. 8F 12-1 B/1 T O "V" LINTEL DETAIL SCALE = N.T.S. I YF'C UColulliH11UIN #5REBAR MIN.(1)REQ'D ATTOP ALTERNATE POWERS F=FILLED WITH GROUT / U = UNFILLED R=RECESSED -1/2" CLEAR STEEL LINTEL a ° QTY. OF #5 0 REBAR @ BOTTOM OF LINTEL CAVITY = d ` .M.U. #5 REBAR AT TOP ° 4 j = 4- ° MIN. (1) REQ'D 1-1/2" CLEAR 8F 16- B/1 T ¢ X ° ° ° 4 co 0 Z D r - a GROUT J a n U) F ° 4 C.M.U. NOMINA QUANTITY OF ° 5 REBAR AT = — to i j — a WIDTH #5 REBAR AT < C BOTTOM OF d z Lu TOP LINTEL CAVITY o W 0 X w n, , NOMINAL-c —BOTTOM 0 d 0 r Z HEIGHT REINFORCING ¢ ¢ C7 7-5/8"ACTUAL PROVIDED IN Z LL W D D 8" NOMINAL WIDTH LINTEL ¢ _' 0 it a �o �, �o #5 REBAR AT BOTTC AS INDICATED (VARIES) MATERIALS-16 GAUGE POWERS cif' precasTlintels = 3500 psi. STEEL BOXED LINTEL 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. POWERS STEEL BOXED LINTEL NOTES (ALT.) 5. Concrete masonry units (CMU) per ASTM C90 w/ ONLY IF NOTED ON LINTEL PLAN minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. 1. Refer to manufacturer's specifications for installation. Prestressing strand per ASTM A416 grade 2. Contractor to provide proper protection of lintel to prevent rusting. 7. 270 low relaxation. Refer to manufacturer's specifications. 7132 wire per ASTM A510. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 8. Mortar per ASTM C270 type M or S. 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 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 applying the cementitiuos coating. See contractor specifications APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) O 4'-0" LL -8" LL O 6-10" LL LINTEL PLAN SCALE: %4"=l'-0" l 0 I N z o m � N z ¢ O Q z J th � N M I ) Z W v lL � 1—J W D 0 � U a O W V) C E Juft � V U 00 rn E Em Rigw � — o g i..,....... i c U) ¢ t 0 m �m N N b C # Z o n o w z U) pZo a o U09 QZ t t ppa��11'/ Ozja -0 � Q QJ• L r"e \ O a M ny O FE S 5 I 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. ti o co zo w z LL.z c6 Q E o Wo y ¢� z I= O F_ rQ J X �q °w t 00� o N LZ i o d Z J ro C/) - � o< O mp z, N W N � pg 2O N W �EE oz =� �o O O CL7 w¢ 0E- = U� C � T >M L co C N .-. M _J O Q 3� `� N 0— m r Ltd rn Z Ln o 2 co CrD- � LO T r ai M N .0 M Z N N i E O Z !1 E U 0 Q J JOB NO : 19-5901 SCALE : AS NOTED SHEET NO. 8.0 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST 2003 CHROMATED COPPER ARSENATE (CCA-C) RESIDENTIAL OR GENERAL WILL NO LONGER BE PRODUCED FOR RE L S CONSUMER USE, SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1, POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18INCHES (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 Yz 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 R F 1 RE T B SIGNED LED BY A L ROOF AND FLOOR TRUSS SHOP DRAWINGS A 0 E S G ED AND SEA 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 0F 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 ed. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4. 1, 4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1, 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1, 6• DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-I-P CONCRETE NOT EXPOSED: 1 1 �„ GROUT FILLED MASONRY: 4. 1 , 7• WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1, 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4. 2. 1. CONCRETE TYPE MIN, 28 DAY DESIGN ft) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3, GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 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 @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3. 2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE 11 NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1 U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI(TPI 1-2007, BCSI 4,4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH, FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4,5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS : 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'J' BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: FV= 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 3116", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1, MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ad. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment- Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least 1'-0" away from the building side walls. 3. IrrigatioNsprinkler systems including all risers and spray heads shall not be installed within 1'-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 trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC-R R318.1.5 - C ncrete overpo r and mortar along the foundation perimeter must be removed beoreexterior soil treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within T-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 6-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V = 140 MPH) TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS SWITCHES ETC SHALL BE OF A TOLERA NCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. 0 v 0 0 Ila- 0 �2 N M z O 0 0 CC) IR Q o M U) m N Z, 2 W 0 o VJ �'- Y ro W d o 'y'�• n Q oW ,_ Ln la- ZD 2 o �.. %n � U 0° 0 - 2 E all W o 0 8 J _ C) 0° ­ o r~ U) 0 ``� Q 4m N N 0 O Z M; z Z W M V 9 z w I- W11 LL1 .. W c � a� cs 1 U ,/4, 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 co U_ g_ E �= aR oco a r- aa XOU U wa 0OU _ C O C N OQ o a4Q 0 O� az �� 5 c0 o Y m� z Cn z W N 3 Q 3 8 w g° a z � �E _ O ui � 0 ' }a 0 CD zlI 0 3 c o T-. > M L CM O m I� Z r 2 M° C LO T r I� E cY N E N i d z Z E �' m c d U Q p JOB NO: 19-5901 SCALE : AS NOTED SHEET NO. S N ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE 0,,, w 15/32" CDX to 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. & + + + 4" O.C. @GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. EDGES & 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ... + + + + + + + + + + + + + + + '-0" (TYP.) 6'-0" + + + + + 6'-0" + + +++ + + + + + + + + + + + +++ +++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + q + + + + + + + + + + + + + + + + + + + + + + + io + + + + + + + + + + + + + + + ++ +++ ++++++++ + Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" 5000s 1.8/1.7 p nel 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 _ + 518" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) ° x Filler blocking 1/8" gap ° FILL CELL STD. 90' HOOK BOND BEAM cn w ¢ STD. 90° CONT. #5 CONT. #5 > HOOK BAR BAR IOC #5 CONT. FROM E�TOUHIGHESOT N� J 1 BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. } Small gap 2" min. 2" max. � 4" max. V I Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 1 Od nails 2x4lPlywood/OSB web stiffener 2" min. required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Ys" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER DOUBLE JOIST CONNECTION top flange uthcutst. - Birdsmouth cuts. N.T.S. - Under 2nd floor cnh imn w/ Inads 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 local building code for appropriate 1/16 details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side 10 -0 at bearing. TANK -LESS W/H ii CORNER OF HOME H C G GARAGE SIDE 00 0 5'-01110 CD Q - STUB -OUT FOR 0 1'-0" o o GAS METER 0 0 0 CV = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 15 4' (1) SIMPSON HTS20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block / (2x4 minimum) —/ Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking IJse 3" (10d) nails at 6" o.c. Provide adequate bearing for each lapped joist. Od nails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (see table below) (KNOCKOUT EXEMPTS) D (see table below) DO NOT cut, notch or drill flanges higher than 15001b BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below L d bearing wall must stack over ing and wall or beam below.* � Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate ® BGI5000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5- d BCI 6000s® BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s� 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSC w/(22)' NAILS T 5/8"0 THRU BOLT SIMPSC w/(22) NAILS T R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULEFOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION &13/4" Joist n joists meet over wall, provide minimum bearing for each. kJoist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration.- 0- L-❑ ❑ 6" A %" ROUND HOLE MAY 6" 6" NOT CUT HOLES CUANYWE IN CANTILEVER�DO LARGER THAN 1Y2" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1y2" 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. 1%" 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 1 z" 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 Joist hanger A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) r,l I II I II Ijril I L� �I — I r Nail with 10-1 Od nails. Install tight to top flange. SLEEVE THRU STEM d " �. SEE PLAN FOR °• ° . • . a FOUNDATION INFO a. °e STEM FOUNDATION r- GRADE \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block 'Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4%2" gap at top of bottom 1/4%2" gap at bottom of top flange. flange. 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 p depth I -JOISTS BUCKETS N.T.S. REINF. SEE PLAN rvk, Unr-kor 4f rVU SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A ° ° (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4' 0" CENETERED @ PIPE PENETRATION d' . . a d —I A. =.=i ' I ITT— . •. 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE e. . - . •e .a d: aOff,_ =_I l— - SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PLUMBING LINE PENETRATION a ° a e _ a'e4 e SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE JeAea G a d SEE FND. PLN. SIZE & REINF. L� (C==) 0 �I C4 (D Z N O O Q � M U) N z aw v�� 4-+ "' f6 W o o w i— to c E ves � � o i.N U m w r— [2E a 8 t z = U)° O Q N N g r o W Z ° � u5 w Q v m 7 p" W LU ° Ate° � it, � a W,"' ' Q Zj+ _ �t IV E Sri `mot. U .a 5 M. - v� ¢a`/IEEE F{'salb 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 o z C13 coM J 0� U zz � U_ Q E m zo Wo >m aa E OU JC U �® oa Up � o E N i a� o ¢o U 0� az wz (Q �C Yoz m2 O z r co o Q ZZ gaz allG oii =3 � C:). v aF c >M W co '> m co I� ram►. co J O <C 0) N in M I� TW C Ln 0 z T-- LO ._ C)LO r 2 co� r iU M (,) N N i o z z � N E C)t r JOB NO : 19-5901 SCALE : AS NOTED SHEET NO. SN 1 �r MA �r 5/8"OR 1/2" HIGH STRENGTH -/ TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH -� TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) (U.N.O.) (OR a" GYP. TYPE "X" @ EACH END (WHEN PARALLEL) ABOVE GARAGE W/A HABITABLE ROOM 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/ 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ STUD BELOW TOP PLATE STUD BELOW (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. <_ 8'4'. (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. -- J @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS J SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR 16d TOENAILS T & B FOR WALL HGT. > 8'-6". EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"0/16" PLATE WASHER (T4AND WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'4'. (ALT: 1/2"x12" TITEN HD @ @ 3rd PTS FOR WALL HGT. > V-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE AINSULATION PER CHART ON FLOOR PLAN APPLICABLE. 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & CE SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS 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 T( ) (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 T r 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATIO UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH `'' ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILZx P.T. BOTTOM PLATE PITCH > 4:12 D ° OR 5/8"x10' WEDGE ANCHOR @ 24" x 6 W1.4 x W1.4 INCLUDE THE WALL6 x 6 W1.4 x W1.4 (2) LAYERS TYPE I OR TYPE II e n ° a ° A F.F. 0. ) F OR FIBERMESH ATTACHMENTS WWF OR FIBERMESH C. ' m' °D. _ - o 31/2"MIN. WV1l 31/2"MIN. (#15 OR #30) UNDERLAYMENT -III=I I=I I -I I I= I I= FOR ROOF PITCH 4:12 OR LESS. �) I t=fl I -I I D I I I=T=1 ° a ° ° ° ° a ELEV4-3 1/2" FOR UNDERLAYMENT 11=I ���I I I- D • I I= I I=III=I I ° a ° ° ° a O D REQUIREMENTS SEE R905. ° - - I a a ° ° ° A.F.F. O - PRE ENGINEERED WOOD -TI-I I I II - _ ° ° ° 2x4 CONT. I,_ b'- I, - - n n -'' _1 II=I 11=I III I I=1 I I- I I ° ° ° ° o _ D ° .: I 1=III=I I I_, 131/2 min. - 4 D ° ' I ( )_ " „ ( ) l 1= � 1/2 min. 4 TRUSS @ 24 O.C. U.N.O. 12 ANCHOR @EACH =11=I ° a GARAGE DEPTH VARIES - - 3 1/2"(HURRICANE _ " ' = -II Ii Ii 00 1 I - 31/2"(m-in.) -- I �=1I II _ 1 I II TYP.) TRUSS (SEE UPLIFT SCHED.) W/ ARIES METAL PL. UNDER EA. TRUSS -_ I l -I I I-III--1I 11�t1=1 11I=�•= I I-1°1 I I -4 =I� II8 9 -I I I I 1 I I-=�Y I-'-�j��i� MOISTURE BARRIER TYPICAL INTERIOR BEARINGMIU.N.O. (2)#5CONT=-I 4" 114 8" (2) #5 CONT. 4.1 INSULATION LE SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rGG GARAGE SLAB AT STEP rB'_� TYPICAL BEARING WALL STEP SHEARWALLK'C I{ N��II M� . TYPICAL BEARING WALL � STEP rCC NAILING SCHEDULE ON SHT. SN1 SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=1'-0" S3 ELEV. VARIES FOR ADDITIONAL SLAB INFORMATION. - 5/8" OR 1/2"HIGH ALUMINUM DRIP STRENGTH CEILING D\01 �0 BOARD PER CODE (OR 5/8" ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING Qcs �\�ossc GYP. TYPE "X" @ GARAGE NAILED W/ 8d COMMON NAILS 4" 0/C W/A HABITABLE ROOM \12'N.O. 2x SUB FASCIA @ 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. ABOVE) W/DRYWALL z EE SOFFIT SCREWS @ 7" O.C. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @SEAMS. 2x STUDS @ 16" O/C \ �o M�NN o s CEILING & 8" O.C. WALLS SHEET LOAD BEARING OR INSULATION PER FBC AND ENERGY \ °oN� (1) ROW 2x BLOCKING @ MID HGT. EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' ` FOR WALL HGT. < 8'-6". (2) 8"x8"X16" KNOCK -OUT NOTE: ROWS 2x BLOCKING 3rd PTS INSULATION PER BLOCK W/ 1#5 CONT. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE SECTION C/S3 FOR @ CHART ON FLOOR FILLED SOLID W/GROUT _ 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION FOR WALL HGT. > 8'-6". #5 VERT. IN FILLED CELL PLAN SEE CC/S3 OR N 1/2 LAYERS W/ TOTAL THICKNESS 7!8" OVER " GYP. WB (MIN.) @GARAGE 1x2 P.T. HORIZONTAL G/S3 FOR ANCHOR 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" "J" BOLTS BOLT 3RD LAYER 1/8" THICK. K.O. BLOCK (10)10d NAILS 1F NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 5/8"DIA. EXPANSION BOLT @24 " O.C. 2x P.T. PLATE W/ 7' EMBEDMENT STD. 90-HOOK (SEE DETAIL) " " SIMPSON SP1 w/ (10) 10d NAILS EA. STUD (MIN. SHEAR TYPE 'IS" MORTAR WALL SEE GG/S3) 5/8x 6EPDXY BOLT OR @ MIN. 2500 PSI CONCRETE SLAB W/x SPACE ANCHOR ) 3500#, MIN. TENSION 2600# s (6)1/4"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24' MIN. LAP] E BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 *SIMPSON SP1 SPACED EVENLY FIBERMESH #5 REINFORCING J N w/ (10)10d NAILS �, 2x P.T. PLATE WEEP SCREED INSTALLED BAR END OF 2" x PLATE WWF OR FIBERMESH r•.. w ARCHITECTURAL TYP. PER MFR INSTRUCTIONS ASSUMED FINISHED #3 OR #4 REINFORCING BAR LU FINISH ,' iv D ' D .1:7 . ' D , Z #3 & #4 LAP SPLICE GRADE 40 MIN. F = 40ksi ° _ 1x2 PT WD FURRING @ 24 O.C. GRADE Y- _ - ° co g [GRADE 60 MIN. Fy= 60ksi] 1 I I I -III m. D ' I I=1 I I-� 11=III- (1) #5 VERT. IN FILL MONO OR STEMWALL FINISH GRADE 25" MIN. LAP [30" MIN. LAP]�- 1/2" GYPSUM WALLBOARD III- _ g ' I-III=� I -I D • • I I =III=III=1 CELLS (SEE FOOTING MONO SHOWN P - -�I I=1 I - w _ _ I I I 1 I III- -I U.N.O. FOUNDATION PLAN FOR CLARITY D D _ °° 6 MIL VAPOR BARRIER I I I I D ° I =) M. I I=III= °° R 1 7/8" `� 11= I I=1 I I- i I-11 I I I=1I I FOR LOCATIONS) p p P ° 0 =) I I= =III=III=III=� I �I I I °' I I -III -I 11==�_ N z T #5 REINFORCING BAR -III III=III-III=III=I I (I- 1x4 P.T. BASE NAILER ° III=III-III=1 I=I I I=I I I= z I ° ' T 2 #5 CONT. 4"x4" INSPECTION D ° _ - - I I I I I 1 -7111 11 II I I 1 #5 LAP SPLICE ( ) 1-I I-1 1-III-III-III-1 I I I �I I-II-I� _' I 36" MIN. LAP [36" MIN. LAP] e . ON 3" CHAIRS „ 31/4" BASEBOARD PORT AT EACH NOR BEARING WALL g ° D D III-III=III=III=III=I T COMP. SOIL. (COMPACTED TO -I I D _ _ (TYP.) 8 1-4 8 FILLED CELL TYPICAL =III=III=III=III=(II 95%MODIFIED PROCTOR ASTM '=1 ll=III=I1(= I I=III-II W/ UPLIFT ONLY _ MIN. 2500 PSI CONC. SLAB _ _ _ _ _ _ _ _ - I I-L=III=III 1EH -1 ' 10 MIN PSI MAY VARY PER AT GARAGE CONTRACTOR I II I I I III I I) I I I I I I I II I I I l ,I D1557) 4 I I T 1 1 1-111 i I #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TO CUT BLOCK OR POUR "-111=1ii_I�f-III CURB DUE TO SLOPE IIII IIII TII iTI I11-III=III=11'- #6LAP SPLICE TYPICAL INTERIOR BEARING CONCRETE SLABW/6X6 NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS F WALL W/ UPLIFT rG WlAXW1.4 WWF OR - DECO FINISH 4" to 6" FIBERMESH' BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 - SLAB INFORMATION. SLAB INFORMATION. SCALE: N.T.S. S3 SCALE: 3!4 -1 0 S3 E CNI M _-ilk I 1.4 6x6W1.4xW1A VARIES D _ C9 31/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ 3 SEE PLAN 1 1 G. RECESS FOR 6 x 6 W1,4 x ER _ � () SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 6 MIL VAPOR D ; D 'r 1 I z min.) 4" 10d NAILS TO TRUSS TOP CHORD FOR TRUSS - a ° a AT 24" O.C. MAX. - _ D • • _ �, �r GRADE ` % CONNECTION INFO 1N ° • COMP. SOIL. ° I r °O _ _ __ _ - - - - - TOP OF BESEE PLAN AM & LAYOUT DESIGN- 1I I -I I I I t I -I I I-t a (COMPACTED TO 95% - I =� I = - - - - - - - -- MODIFIED PROCTOR �- I _ - _ -(1) #5 REBAR w/ OPT. - _ _ - - _ ° IIIII=111 N �' - SEE ROOF PLAN - � � � a' ° � � ° - ' ' T %< ' 1= -S REE ENCLOSURE - FOR STRUCTURALI, ,1 I I 1I �. J I I `' ASTM D1557 -1I III = I I �,-, �, (2) HTS20 - i- 47 . E 3" MIN. CLR, - I I 111= I I_ ' BEAM SIZE & (2) #5 REBAR CON 1. V-4" (1 STORY) STD. 90 Fi00K (SEE ��+ I a -4a CONNECTION INFO OU.N O CHAIRS TYP. 4„ V-8" (2 STORY) DETAIL) MIN. TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE L SCALE: 3/4" = 1'-0" S3 SCALE: 3/4"=1'-0" S3 P.T. 2x 1/2" GYP. BD. i M � I • ' •. ITI- I I=1 i 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6- MIN 7/16" O.S.B. SHEATHING Z ATTACHED PER NAILING FOR REINF. INFO. OPTION #� w x ¢ SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL w j 6x6 P.T. #2 SYP SLAB INFORMATION 2„ HOLD GYP. BD. w 1/2" FROM SLAB � ABU66 SLAB STEP & RECESS S.G.D. M OPT: DEPRESS SLAB 5 Y2" 0'_0„ CONT. BEAD SEALANT SCALE: 3/4"=1'-0" S3 DEEP AND 6" BEYOND19K-- ° DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND INTERIOR 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE ° ° _31/2" w/ 8" O. . TAPCONS MASONRY WALL AND PAVERS / DRIVEWAY EXPANSION JOINT SEE DETAIL 16/D1 FOR CONCRETE SLAB 14" 13" GARAGE COLUMN TO PORCH SILL AT 8" O.C. PAD FOOTING PAVERS O.H.D. RECESS z O.H.D. RECESS _ ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL CONCRETE NAILS W 1 1/2' 1/2 GYPSUM WALLBOARD U.N.O. ATTACHMENTS EXTEND FILL CELLS ci M " W/ DRYWALL SCREWS 8"O.C. EMBEDMENT @ 12O.C. �° TO FOUNDATION PADA. a " STAGGERED, FROM BOTTOM INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. Q ' -I 11-=III-- • ' -III- b I-� III -I I -J-I a -�I-I I I i-- PLATE TO CONCRETE ON FLOOR PLAN SIZE VARIES PER PLAN MIN. SHEAR 180#MIN. CONT. BEAD SEALANT M '.. I - �-- _ ( W/ MIN. (2) #5 VERTICALS co z GRADE a _III T oo TENSION 120#) CONCRETE SLAB _E FILLED SOLID (SEE PLAN FOR =4„ 6 x 6 W1.4 x W1 A N SIZE AND REINFORCEMENT) LLJ -11-11 •,-) =I ., T _A k- r WWF OR FIBERMESH Z� w=I I=I I I- =III=I I w E _ ° 1= a w III -III =1 =11 I= z - - i' = BRICK PAVERS or SLAB PER p o _ =I 11=1 • so • �• - - z ¢ N' it=l I= I - ;III=1 a a I� i= a o a- - M- Cr _ _ _ COMMUNITY SPECS � - M 6 MIL VAPOR li'- h� - 0-0 FIN. FLRA& _ _ _ _ _ _ - w SEE A/S3 OR J/S6 I 111 i,Ill ,, I Ii I II I I= SEE A/S3 OR J/S6 -I I i I I I Ml1 „ I II I i�. = _ I I= I= , 1= =1 I 1=1 I 1=1 I 1=1 I 1=1 1 �� 1 =111= I= I= I 1 1=111=11 FOOTING J FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE BARRIER I -III-I I- III=III=III=III=1 I III=III=I I- U -111-1 I =1 I =1 I I=1 � 1=� 1 I- � I I. 1 � 1TI � I I I I 1 � 1 I I I � I� 1=111=11 I- � BEYOND 114" (1 STOR / V-8" 1 STORY w/ DEPRESSED SLAB OPT. V-4" 1 ST RY I11PAD REINFORCEMENT( ) ( ) 3 MIN. CLEARANCE 8" (2 STOR) V-8" (2 ST RY) � (SEE SCHEDULE) FOOTING WIDTH SEE FOUNDATION 4" 4" CONC. PAD INFO. SEE SCHEDULE GARAGE DOOR SLAB RECESS J.1 GARAGE DOOR SLAB RECESS rT� INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL rN 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"=,.-0„ SCALE: N.T.S. ADDITIONAL INFORMATION, ADDITIONAL INFORMATION._') J S3 C� a M � z N S V z o J ME3d O O (Dm W o ©Q 0, o - P Wto 2:: E o � � U 0° ,.. wig _ o U ¢ rn �m N b .n �/� V N. 8 O N +F O z Z UA � U) d W � a 0 -_ �•�•1 �V O ° � U. F( . �C ica � f E 'L. E�•_ `�j•....... �q�`"42 �t* 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 Engineer's signature and seal. CD co w M Cl)o __j z Z E W o �0 » Z® Q O E Q= U q�¢r aa W� UOCL O� N p ¢ p ¢ o E Z w L rp ai - c � m z 0Y �-0� m 0 o ox Z aW fn ?l 2 OgO LL �z z a NW W U ado Jz Mj }0 a v zI< ° 3 or L > ' m c I� N i•1 J O Q C: N �• ► ! ■ram z r LO T 2 co m � r ui E ch N () i o Z mE N ai d U _j Q p JOB NO: 19-5901 SCALE : AS NOTED SHEET NO. S3 (MONO) -o h 0 0 LO I m a v 0 0 LO 1 v On c 3 N 0 n. E CD N E S 0 J y Ii 0 0 0 i 'o i 0 J LZ N t2 Co 0 a rn C? C S W 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 TONEAILS SPACED EVENLY EXTERIOR FACE OF BLOCK VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE WALL IS 1 1/2 MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. SLI 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" OIC BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX _/ — W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ /-- — STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) —ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. CL TO DRAIN EXTERIOR WALL CLEAN -OUT WALL A SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 1 ST COARSE 2ND COARSE 3RD COARSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D S4 SCALE: N.T.S. S4. KNOCK OUT NOTCH LINTEL WHERE REQUIRED BLOCK WI (1) #5 FOR CONCRETE PLACEMENT a a d 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 NOTES: lO 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. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 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 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE J J W > O FORM CREATES CONCRETE RECESS TO 2X4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR--- GARAGE DOOR ROLLER CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL/Aq SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. d a a a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10dx11/2"AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" —i O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING —� 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 9ARAGE IOOR vvvr♦ r nnvr� 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 SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'- 4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR �. GREATER HEADER \--(2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. Oo 0R SIMPSON HTT4 TYP. �p U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. S4 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 12 (TYP.) SEE ELEV. 1 � SIMFpSON SP2 w/ (12)10d NAIL AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" 0!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 118" THICK. CRICKET AS REQUIRED BOUNDARIES 6" O/C EDGES & 8" BLOCKING O/C FIELD 2X4 PT STUDS @ 16" O.C. r (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 MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL--- W/ STD. 90° HOOK IN K.O. BLOCKMTE- TYPICAL INTERIOR NON- ALT. KNEEWALL ABOVE MASONRY WALL DETAIL rE S SIMPSON SP4 2X TOP PLATE OVERLAPPING TRUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS 'BLOCKING @ EACH END w U 2x TOP PLATE--// 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR TO CONCRETE REiNF. INFO, IPLATE SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE - NAILS TOTAL) EA. SIDE OF 48,�i� ICE STAGGERED �10d @ 8" 0/C ATTACH ALL EXTERIOR STUDS WI 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. �+ F= 2240 LBS J�F SIMPSON C SIMPSON SP4 3P2 P.T. ATE TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL a . SIMPSON SIMPSON SP4 SP2 -NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSC SP4 10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE a r � d 2X8 P.T. BOTTOM I TE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 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 w/ (18)10d NAILS (3610# SPF) ° °° • HTT5 w/ (26)10d NAILS (4670#SPF) o ° DTT2Z w/ (8)1/4" x 1 1/2"SDS (1835#SPF) ° o ° • HDU2-SDS2.5 w/ (6)114" x 21/2" SDS (2215# SPF) ° ° • HDU4-SDS2.5 w/ (10)1!4" x 2112"SDS (3285#SPF) _ • HDU5-SDS2.5 w/ (14)1l4" x 2112"SDS (4065#SPF) • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) • HDU11-SDS2,5 w/ (30)1l4" x 21/2"SDS (6865#SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER &NUT o • 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 rN SCALE: NTS S4 ROOF TRUSS ABOVE 2X BLOCKING 0 (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" 0. C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6' O.C. STAGGERED STAGGERI:ED TRANSOM FRAMING ° D BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" 0/C EDGES ° 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. LPER BOTTOM a 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY (R� SCALE: N.T.S. a O 0 Q N z o c� z z M � o z ° un o 4'Jl T U) Y cr3 ,,, o o Q. — . � � _j 2 �N = $ sass o U m W m 1--- N E OUlm = U o y c U' T ``m o i N o� z o 6 . 4k wz (A d2 -trap w �"'°FSr I=ZW�,�N�a� kv,`°.j53 LU ` �•f�,.�s Ica n 131 � ° Ca < `a r .{� DOE. 5k'0' (Q 111a 1" 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. o w co z 2 zZ a E oo g <k z® E o4 t o (6 _ a X � O U o O E O ITT� a� o wzQ r¢ az �w CAS z U NO o 01 Z Qi � pUK QW U U <� a UZ G _& aLL w �- O o< �� a � zl¢ Uo�O 'S c •� T `W N � O ^` o W m r1r Ln l.() z o cy) Lid r f o z E ' O N ^ 2 0 a a U 0 Q p JOB NO : 19-5901 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAM11 W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & ( 1 /4"x2 3/4" TITEN TO CMU SEE STRUCTURAL NOTES AND TOENAIL W/ (2)16d NAILS BACKNAIL W/ (2)16d NAILS NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND @ 24" O.C. NAILING SCHEDULE FOR TOP CHORD KA SHEATHING DETAIL SIMPSON H10A w/ (18) BACKNAIL w/ (2)16d NAILS 10d x 1 12" AT EA. 2"x4" SEE STRUCTURAL NOTES - OUTLOOKER 1 OUTLOOKER AND NAILING SCHEDULE @ 24" O.C. FOR SHEATHING DETAIL BLOCKING FOR FIRST FOUR ROWS OF 45° ± 24" MAX. TOP CORD BLOCKING 45°± 2X4 CONT"L" BRACE TRUSSES @ SIMPSON H1 OA w/ (18) FOR FIRST FOUR FASTENED W/ (2)10d 3" EDGES OF 2x4 CRO BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" O/C. CMID HEIGHT SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF TYPICAL @ RIDGE FASTENED AT BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 48" O.C. EACH JOINT W/ (3) 10d A AT LEAST 90% OF WEB @ 8' 0" O/C EXTEND AT LEAST 90% OF MAX. & (2)1 Od TOE NAILS @ 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EA. END @ 48" O.C. .• LENGTH (SEE TABLE) APPROX. 8' FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d • SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROM LEDGER TO 7/16" OSB SHEATHING & (2)10d TOE NAILS @ BLOCKING - ATTACHED W/ 1 Od 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 OdXT 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS OSB SHEATHING ATTACHED "T" INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD 2x4 ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) FASTEN WITH 10dx3" @ 4" 0/C SPACED @ 48" O.C. INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 4$" O.C. WEEP SCREED 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)1 Odxl 1/2" NAILS AT 6-0" INSTALLED PER MANUF. PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 1Odx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)1 Od NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4)1/4"x21/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" '� EMBEDMENT IN KO BLOCK GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) 10d NAILS & (4)1/4"x21/4" SCALE: N.T.S. S5 SCALE: N.T.S. Scj TITEN ON OUTSIDE BACKNAIL W/ (2)16d NAILS REFER TO DETAIL J ON SHEET S5 FOR r SEE STRUCTURAL X-BRACING, AND TOP r MF1 "' NOTES AND NAILING CHORD BLOCKING N _ SCHEDULE FOR INFORMATION � °° SHEATHING DETAIL 1 12 2"x4" CROSS BRACE WOOD TRUSSES 00 so APPROX. 8" FROM RIDGE FASTENED AT 2X4 RAT RUN BRACING EACH JOINT W/ (2) AT 24" O.C. ON TOP OF 1 Od & (2)1 Od TOE BOTT. CHORD FOR 4 NAILS @ EA. END TRUSS SPANS�i ATTACHED W/ 2 -16d �' �i LJI IJI 2x4 PANEL BLOCKING AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF @ 4$" O/C FOR THE FIRST (4) ROWS OF 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. 0/C w/ (2) 16d (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END T TOP & TOENAILS @ EA. END NOTES: BOTTOMM ATTACHED 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH SIMPSON H1OA w/ (18) SIMPSON SP4 w/ (6)10d x 1Od x 1 12" AT EA. 7 1 12" AT EA STUD (USE BACKNAIL w/ (2)16d NAILS OUTLOOKER SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) SEE STRUCTURAL NOTES - AND NAILING SCHEDULE FOR SHEATHING DETAIL 2x4 OUTLOOKER @ 24" O.C. (OPTIONAL - SEE TOP CORD BLOCKING FOR FIRST FOUR ROWS 4 MAX. ELEVATIONS) OF TRUSSES @ EDGES OF SHEATHING TYPICAL DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM • FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT W/ (2)10d & (2)10d EACH JOINT W/ (2) • • TOE NAILS @ EA. END 10d & (2)10d TOE 2x FRAME WALL (SEE WALL NAILS @ EA. END SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 1 Od NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD END TYP. TOP & (2)16d NAILS 2x BLOCKING BOTTOM ATTACHED W/ (2)16d TOENAILS 2x4 PANEL BLOCKING @ 48" O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM 2 4 "T" ON TOP OF PANEL SIMPSON H10Aw/(18) 1 Od x 1 12" AT EA. OUTLOOKER (2)16d NAILS 2x4 OUTLOOKER @ 24" O/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ "MAX. EDGES OF SHEATHING TYP. -"L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) r-GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD 3 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C EA. END TYP. TOP & BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"x1 112" - - BOTTOM ATTACHED w/ (2) 1 Odx3" 4" O/C SDS SCREWS TO TRUSS & (4)1/4"x3" �° SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12)10d 16d TOENAILS 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. 35 SIMPSON H10A w/ (18) 1 Od x 1 12" AT EA. 2x4 OUTLOOKER OUTLOOKER @ 24" O/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ 24" MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" • (2) 16d NAILS OSB SHEATHING ATTACHED W/ 19d NAILS @ 6" O.C. E SAND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4 DIA. x 7 LAG SCREWS OR EQUAL 2x4 "T" ON TOP OF PANEL - OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" O/C (2)12d TOENAILS EXT. WALL CONN. @ COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARING LOCATION B.U.C. SAME NUMBER OF ROWS SAME SPACING D ) SECTION SEETYP.WALLSECTIONFOR SCALE:3/4"=1'-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)1 Od PER JOINT IINIMUM 2x OVERLAP TRUSS BRACING :ROBS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 3EE PLAN FOR WOOD TRUSSES OCATIONS) 10dx3" O/C @ 2"x4" TOENAIL 6" O/C RUNNERS W/ (2)16d TYPICAL (2)16d PER NAILS JOINT �- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. 1 GABLE TRUSS "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 GABLE END BRACING DETAIL S5 CONT. BEARING MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. MINIMUM (2)16d PER JOINT MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"0/C 2 x 4 BLOCKING w/ (2)1 Od WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) \-BRACING w/ (3)10d x 3" AT • EACH CONN. @ 24" O/C SIMPSON HGAMIOKTA w/ (4) MOISTURE BARRIER 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"x2 3/4" BOND BEAM TITEN TO CMU MASONRY WALL Pk�ARCHITECTURAL FINISH EXT. WALL CONN. NON - LOAD BEARING LOCATION (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. 35 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - 3'-0" T-0" - 6'4' 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4,_x1 1/2" SIDS ^^ ^ GABLE END BRACING DETAIL SCALE:3/4"=1'-a' MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 W/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. qc� o CORNERJACK C7 Y a U w z O U HIP FRAMING REFERENCE PLAN 20'-0" MAX "X" BRACE SEE DET. J/S5 -, 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" 0.C� TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T,S. S5 20'-0" MAX CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. I 1�1i 1 NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL LTOP &BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)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 a 0 0 a M � Vz 0 g z� a U) N z o 1 T CI3 Y (>3 W o o a W Q)V) c o � � U m LU m �- 12 e j`.. U o ¢ 01 M e Sm N N ova z ��.. z �z LU F w a/ Ii 4us - `� y� 9z w w z WL N —M\A— C❑b 1"� T 4� N v 0� v " < 00 w0 a c� tc .X . fl °Pff�s��ilI�kv'i�� 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 M _I z ¢ z ZQ cm E Qc- z� C U H o< W _0 01 o N Qz o Z � L ru C - Q � OU �o m i O - Z >z -' <� �Z 8 < �° (j w ao a o W �= m� z Ix _ �� o F o� za ao o� u 3 C o T N > cy) nL, W '> a c co N i•1 --I 0 Q C N � l� LO � r LO r ■- Z o CO � r ai coN o 10 z z E N T 6 m EL o a m U Q p m JOB NO : 19-5901 SCALE : AS NOTED SHEET NO. S5 CM rY _ 0 0 LO I m _ 0 LO rn _ v v C Q O i CC. C v E 0 2 C J LZ 0 Z c 0 a a i a 0 v 0 J N Li- rn N M Jj S rn N 0 W m 0 1x4 1/2" DRYWALL 1/2" DRYWALL DOOR JAMB REFER DOOR JAMB (REFER 1x4 ( 1x4 1/2" DRYWALL UNACCEPTABLE INSTALLTION , DOOR JAMB (REFER TO PRODUCT P.T. TO PRODUCT TO PRODUCT APPROVAL FOR CONN. PROPER INSTALLATION MAX. 8" DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1 X 4 ` #5 REBAR (TYP,) 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X :x4 P.TAND 3-1/4" LONG X 3/16"� FURR NG 3/16"� X 3" LONG FURRING (2) ROWS 3/16" x 3-1/2" TAPCONS FURRING #5 REBAR ' NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCON 16" O.C. & 4" STAGGERED @ 16" 2X8 L1X8 (TYP,) ` ' BLOCK@ SPACING „ PER MANUFACTURE 1 DETAIL 1x8 P.T. FROM EACH END w/ MIN. O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH TD. 90° HOOK 2x BAND JOIST W/ FACE NAIL 10d MASONRY THROUGH 1-1 /211 DETAIL 1x8 w/ (2) ROWS 8d NALS 3 �� DETAIL STD. 90^ (TYP.) @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. FILLSOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @TRUSS VERT. WEB 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFERI/, METAL SEAT PLATE TAPCON @ 16" O.C. & 4" FROM TO PRODUCT DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL E71Z 7/ r7EJ/L !L ?1� DI NOTE: LAP SHEATHING TO DOOR JAMB (REFER EACH END W/MIN TO PRODUCT TO PRODUCT EDGE DIST. APPROVAL FOR CONN. 2x8 P.T, wf 2 ROWS 3/16" () �� JOIST TYPICAL APPROVAL FOR CO�42" XIVILELI TAPCON @ 16" (2) ROWS 3/16 x 3-1/2 O.C. & 4" FROM EACHFURRINTAPCON 1x444 @ 16" O.C. & END w/ MIN. 2" EDGE DIST.NOTC 4 FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ ' +2 FIRST COURSE SIMPSON HGAMIOKTA @ 12" O.C. w/ (4) 1/4x1 1/2" SDS SCREWS x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 ♦ INTO BAND JOIST & (4)1/4"x2 3/4" TITEN 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" O,C. 3-1/4" DETAIL [L=±5- NOTCH WEB AT THE ' FIRST 2 COURSES ` INTO K.O. BLOCK IL 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 w. 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 .' .R SOLID W/GROUT 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 2 0 8 1 PLY PRE-ENGINEERED TRUSS BLOCK HEADER ARCH BLKG. & BUCK 1/4" x 31/4" TAPCONS :. ' • '� SIMPSON HM9KTw/ (4) 1/4"xl 1/2" SDST. 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 INTO LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/BLKG. INSIDE TO ALLOW FOR INSULATION r 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 1/2" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR - CONTACT ENGINEER OF RECORD FOR ! ' '•,d' ` '% ' '.: SCRIBE (NOTCH) POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. FURTHER INSTRUCTIONS. t� BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 FACE OF ARCH Wf (3) 1Od NAILS AT EA. END RETROFIT TRUSS DETAIL OVERRAN `"• CONNECT W/ 8d NAILS BRACE/ BLKG. \\_2 " . N.T.S. .j •t. • 4 SOLID BLKG. WIDTH OF WALL) ) BTWNOSB INSTALL WDW. SCREW ANCHOR x . . INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN •• ••• RETROFIT WALL OVERHANG DETAIL (NTS) 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED W/ 3 #6 X 4Yi" WOOD ) () * DOUBLE 2x4 SCAB FOR Z-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3l4" - NO REPAIR REQ'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL (2) 10d NAILS @ 8" O.C. ARCH DETAIL J 4 MAX. RAD. USE (1) SIMPSON 1/2 HD TITEN (CENTERED) w/ k OV�RygN TO TRUSS TOP CHORD MIN. 4' EMBEDMENT AT 16' O.C. IFNGry 1—O�r 5�—Ors SCALE: N.T.S. SS 12 PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + OlLfINISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-g ROOF SHEATHING ATTACHED + REQUIRED D „ EMBEDMENT INTO ) 1/4 MAX PER NAILING SCHEDULE ALL TO SUPPORT ° ° #5 BAR 2,-0" 8° TRUSS + SOFFIT + D . D • D 1'0" a P ° BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON + + D D ° CENTERED W/ 1 X 4 FURRING BLKG. & BUCK 2X6 TO 2X4 H2.5A w/ (10) 2X4 SYP r e D ° °D H IN TOP o 8d NAILS EACH TRUSS D KNOCKOUT / N 1E. Sd NAILS @ 8" O.C. AT BUCK a CHAIR BLOCK PROVIDE 2 x 8 DIAG. BRACE BTWN, 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ (3) CONNECTOR s� s — p MONO FOOTING _ .D p ° VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" TAPCON AT EA. SIDE BUCK - (1) WITHIN 4" 12d NAILS JACK TRUSS PROVIDED BY SEE LINTEL SIZE AND REINF. PER PLAN ° AND SECTION DETAILS -i LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 SCHED. -I o ° 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 Z TO BE INSTALLED 4'-0" MAX SEE PLAN BUILT UP PLWD. BUCK- PRECAST LINTEL ° b SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION rS(TANDARD #5 BAR IN ° HOOK iv TO FIT ARCH CONNECT W/ START OF ARC IF TRUSSES USED) W/ (2) #6 X 4Y2" WOOD FOR OVER HANG FILLED CELL 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL 4' MAX. RAID. WALL USE (2)1/4" X 31/2" TAPCONS AT 16"�- 0 4 P O V D THRU OSB INTO 2 x 8 O.C. �. �. n- p° r- �• � C° fi- �. sk ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS B—g ARCH DETAIL rK SECTION @ ENTRY— K*'L SECTION @ ROOF EXTENSION M STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS SCALE: 3/4"= V-0" SS SCALE: 3/4" = V-0" SS MONO TO STEMWALL FOOTING SECTION DETAILS SCALE: 3/4" =1'-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR SIMPSON HTT4 w/ (18)10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER 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 ga. PANEL ) (1) #5 BARS CONT. OCCURS 5/8" DIA. ALL THREAD ROD "SET" � #5x6' EMBEDDED INTO EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING TOP WITH MIN. 3" EPDXIED w/ SIMPSON z O SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER COVER 6'-0" F.F. EPDXY MIN. 6" EMBEDMENT & ` Q FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE ) 3 MIN. EDGE DISTANCE LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE EXPANSION STRIP o v NON SHRINK GROUT. THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL ° o c D w a A REINFORCING AS FOLLOWS: * SEALANT _ — — ' �r - o a 1 PLACE LOWER HALF OF MORTAR IN BED D NOT FURROW. JOINT. 0 0— ° i�fl — — 1- #5x6 EMBEDDED INTO * PRESS PANEL REINFORCING INTO PLACE. — —T- U z COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL DO NO FURROW. _ 6 MIN. LAP SPLICE W/ REINFORCING PANEL D D — 1T�i I I k _ D ° I " r — � � LO ¢ LOSMOOTH. EXISTING FOOTING 2 #5x6 IN CONC. FILLED CELL 1 ` � RIB DRILL 3/4"x5"MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT :.. D T- GRADE D. TTT . I EPDXY S AR N FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6"MIN. LAP p _ ° \ \ G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE M D REMAIN FREE OF MORTAR. NOTE: 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 ° ` SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ D (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 = V-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. 0 0 0 z o J t+l d N o 111 0 w � o � U M u, r— o s s 0 U o c � ¢ to Y tm, m 14 N N Uz NN gti�' o w Z Z as LU°zLLJ �.� .., Z�_� _j �O Q!-�E_jj� _ . _, v IL`� d � 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 Engineer's signature and seal. o JZ W CID j Z¢ Q E E z > m Zo Z® as w0 H 0. � o¢ DU a, O E C�V t o ¢o Q az W L c c O z ¢ U No g mo oLL Z >z J 9� �w �m ZZ U� �� go a �w U �a az =3 CD<Y w 70 ao co o� Z. s r ^L' W co -j O Q o 0 N I— r LO rn r i LI)2 z 1-- o M N LO r r T N CV o Z Z E O E; d U Q p J JOB NO: 19-5901 SCALE : AS NOTED SHEET NO. SS CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ -EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — A CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. —� ---LWOOD TRUSS A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: NTS DIAGONAL AT 8'-0" MAX 2X4 CONT. AT T & B CHORD WOOD TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. N TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER rRUSSES HIP SIDE OR BOTH IF REQ'D) N;;;G.T (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 wl (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"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) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( SCALE: NITS (2) 2x8 #2 SYP w) O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ $" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM a@ RAISED ENTRY MASONRY WALL 4 SCALE: NTS SIMPSON HUC410 w/ (14) SEE PLAN FOR CANT. 16d INTO HEADER & (6) 10d INTO BEAM - SEE ROOF PLAN FOR MORE INFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN Ad INDICATED ON BM, — SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SCHEDULDE/PLANM OPTION S CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT rA� 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" �X COMMON BM. ATTACHMENT SCALE: NTS SCALE: 3/4"=V-0" MIDDLE BM. SPLICE OVER CENTER OF POST JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. KNEEWALL 2x4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3)10d 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. BUILDER FRAME RADIUS AS REQUIRED ENTRY FRONT WALL SCALE: NTS ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION SIMPSON LUS26 w/ (8) 10d NAILS OR IF 2 PLY TRUSS SIMPSON 0 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 g SCALE:NTS Ak VARIES 2x STUDS @ 16" O.C. ROOF SHEATHING SEE 1/S5 FOR SEE PLAN FOR w/ SIMPSON SP1 w/ 10 10d ( ) ATTACHED PER ADDITIONAL 8d NAILS AT VALLEY TRUSS SIMPSON NAILS T )'1 ( 2X4 #2 SPF BRACING @ NAILING SCHEDULE OUTLOOKER 4" O.C. INFO. SP2 w/ 12 0d NAILS ATTOP EXTERIOR SHEATHING INFO. 16" O.C. W/ (4) 12d COMMON TRUSSES. ATTACHED PER 2x BLOCKING BETWEEN STUDS TOENAILS TO TOP SEE TRUSS PLAN 2X4 STUDS w/ SIMPSON NAILING SCHEDULE TO TRUSS W/ (2) 12d TOENAILS STRUCTURAL SHEATHING PLATE & (2) 12d END MIN. (2) 2X4 FOR CONNECTION SP1 w/ (10) 10d NAILS EACH END ( BETWEEN TRUSSES ATTACHED PER NAILING NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR GABL LOW RO F/WALL (2) 12d NAILS TO EACH VERTICAL SCHEDULE BOTTOM CHORD PLATE MORE INFO. TRUSS STUD) SHEATHING ATTACHED PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d if VARIES W/ VARIES SEE PLAN 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 SIMPSON MTS12 w/ EACH COMMON BELOW @ 16" O.C. OR TRUSS. 2X4 CONT. W/ (2) MIN. 2x4 #2 SPF STUDS @ (14) 10d x 1 1/2" NAILS TRUSS/ FRAM ING TYP TOP & BOTTOM SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR TO FLOOR GIRDER NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C. STUD TYP. T&B PER NAILING SCHEDULE & . MASONRY WALL BELOW: SIMPSON PLYWOOD (3) 12d TOENAILS TO ao. HETA16 w/ (9) 10d x 1 1/2" NAILS @ FLOORING TRUSS OR SEE PLAN FOR PLATE BELOW MASONRY WALL ,' 4'-0" O.C. TO GABLE TRUSS ROOF SYSTEM TOP OF WALL OR BEAM . BEAM BELOW: SIMPSON HTS20 w/ MIN. 2X4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER SEE TRUSS PLAN a° (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. o °. W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR d TO GABLE TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE 16" O.C. MAX. d` SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) S H EAR T RAN S F E R INFO. °� SECTION @ FLOOR FOR CONNECTION CONNECTIONS TO G.T. 16d NAILS AT EACH END EXTERIOR. WALL SECTION @ ENTRY s CONNECTION r22* SECTION AT HIP GABLE �2 SECTION @ BUMP OUT 39 SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS DETAILS & SECTIONS 0 s� C 0 Z N O z zo _! M d N M N C0 ` V _ 4--J W o .O W � N 2 2 0 Lu o = zl'... m m 0 � m N N LU z Z U) =0 �cU7 a a in"Ja W Lu V a a-LQ ° Z �' r >X� WL WIV'U, .....,° c�S. .o b R" vii O F E 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 Engineer's signature and seal. r, CIDw Q o� Z 4 � E zo wo ym a Q0 �_ rah Za o� 0° tilliiiiiiiiiiiiii&¢ o E No o ¢o S. az Z� i 'U Y U hO M 00 Z N J N o �¢ QW go U < 0 d �k J sso � a r L ' a) I� CV M O ° m Cr I� 00 r Ln -� ._ z o r Ln Ln 2 M C° 04 '— r ni z M N E O y n o z z d U Q p JOB NO: 19-5901 SCALE : AS NOTED SHEET NO. D1 Z z w tiNN t �ni n i 'n WEATHER ✓E BARRIER & tARILY SECURE 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 EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING DECK JOIST NOT USED NAILING FLANGE EXTERIOR SHEATHING WOOD FRAME CONSTR. SELF -ADHERED FLASHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI: UNDER DECKING ED FLASHING (SEE DETAIL WP07) 8 2 SELF -ADHERED FLASHING E AM Q WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-V 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 i� SELF -ADHERED FLASHING 6Y1J�iZ�]:i SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3!4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHEF 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 HERED FLASHING 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 q1til 3-1/2" INCH FLANGE II' Ala 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 O SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED dJ FLASHING SELF -ADHERED FLASHING SCORED RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) SOFFIT/CANTILEVER SELF -ADHERED FLASHING INSIDE CORNER Ground (�-- Water Resistant Barrier Lath Sheathing Stucco FOUNDATION WEEP SCREED LEGEND SELF ADHERED FLASHING (SAF) o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB 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 fleshings 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 (Din 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 II II Cement Plaster over block A TACKER ROD 1st floor 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 F Lt M 0 M 7 s oo d d o M m (ft Z c0 n' o n wC) °co �N 2 o m � Elf All s 0 8 ¢ o �m N N to Z W gad o w Z .a NLLv w w LU V2S ��"Q Z o� 0 _ Z N c N O Ern 9 E N LU N Q M 0 N M2 oo 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 - Residentlal 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. r` c:, c w t co _< o z 4 � �o oo h� » �� Z® oa OU F- (6 K U Q o UU o U Z�0-. O Nao i p ¢ o a z ¢z rp z m o z� >z C5 J c7 m E of W oLL o U a ww =- CT�o LL Z �R = H J O Q , < m a o O o� o Uri o T-- In > M c N �� co J C N na m Ln ■ - Z o LO r 2 M � N CD r ui j N r z ca Z E a_ a 0 � Q rj � JOB NO : 19-5901 SCALE : AS NOTED SHEET NO. W P SIMPSON aE 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 01761 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 (]CC -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 I -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 mod 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 6/302018 when it will he re-evaluated by Simpson Strong -Tie. Please visit www.strondtie.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; SIMPSCN STRONG -TIE COMPANY INC. /&P4 Keith Cullum, P.E., LEED AP dwdBDW Engineer, Southeast U.S. Branch Page 1 of L Simpson Strong -Tie Company Inc. 2221 Country Lane McKinney, TX-.75069 Phone: 972.542.0326 Fax 972.542.4139 ~.stronatie.com �• I mom' �. � . � 'u r � po,'14 ' 5 M A3 FL17244.1 ESR-3455 A23 FL10446.2 ESR-2606 H D210-2 FL17232.3 ESR-3445 HU210-2 FL10856A ESR-2549 HD212-2 FL17232.3 ESR-3445 HU212-2 FL10856.4 ESR-2549 H D216 FL17232.3 ESR-3445 HU216. FL10856.5 ESR-2549 HD216-3 FL17232.3 ESR-3445 HU216-3 FL10856.1 ESR-2549 H026 FL17232.2 ESR-3445 HU26 FL10856.3 ESR-2549 HD28-2 FL17232.3 ESR-3445 HU28-2 FL10856.4 ESR-2549 HD410 FL17232.4 ESR-3445 HU410 FL10856.9 ESR-2549 HD412 FL17232.4 ESR-3445 HU412 FL10855.9 ESR-2549 HD610 FL17232.4 ESR-3445 HU610 FL10856.10 ESR-2549 HD0410 FL17241.7 ESR-3444 HUCQ410 FL11468.11 SIM200804 HGA10 FL17699.1 Evaluation Report HGA10KT FL11470.4 SIM200803 HGAMID FL17899-1 Evaluation Report HGAM10KT FL11470.4 SIM200803 HHCP2 FL17236.7 ESR-3448 HCP2 FL10447.2 ESR-2551 HTA16 FL17680.4 Evaluation Report HETA16 FL11473.5 SIM200802 HTA20-18 FL17680.4 Evaluation Report HETA20 FL11473.5 SIM200802 HTT16 FL17324.2 Evaluation Report HTT16 FL11496.1 ES-0130 HTT45 FL17324.2 Evaluation Report HTT22 FL11495.1 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 HT V30 FL17244.8 ESR-3455 HTS30 FL10456.26 ESR-2613 HTWM16 FL6223.2 Evaluation Report HTSM16 FL11473.11 SIM200802 HTWM20 FL5223.2 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-2813 HUS210-2 FL17232.6 ESR-3445 HUS210-2 FL10856-R4 ESR-2549 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 FLI0856.11 ESR-2549 HUS28-2 FL17232.6 ESR-3445 HUS28-2 FL10856.11 ESR-2549 JL24 FL17232.7 ESR-3445 LU24 FL10555.103 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 FL10655A11 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 LEG3 FL10667.71 ESR-2615 KST260 FL17244A5 ESR-3455 MST60 FL10852.7 ESR-2105 LSTA12 FL17244.18 ESR3455 LSTA12 FL10852.4 ESR-2105 LSTA15 FL17244.18 ESR-3455 LSTA15 FL10852.4 ESR-2105 LSTA18 FL17244.18 - ESR-3455 LSTA18 FL10852.4 ESR-2105 LSTA24 FL17244.18 ESR-3455 LSTA24 FL10852.4 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 LTT19 FL71496.3 ER-130 LTS208 FL17219.2 ER-0200 LTT20B FL11496.3 ER-130 LTT131 FL17219.2 ER-0200 LTT131 FL11496.3 ER-130 LTW12 FL17244.8 ESR-3455 LTS12 FL10456.29 ESR-2613 LUGT2 FL17240.2 ESR-3447 LGT2 FL11470.7 SIM200803 MPS FL17244.22 ESR-3455 LS30 FL10446.15 ESR-2606 MP34 FL17244.23 ESR-W5 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 FL17240.3 ESR-3447 WM1416 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 MSTA36 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 FL10852A1 ESR-2105 MTW12 FL17244.8 ESR-3455 MTS12 FL10456.33 ESR-2613 MTW18 FL17244.8 ESR-3455 MTS16 FL10458.34 ESR-2613 MTW18 FL17244.8 ESR-3455 MTS18 FL10456.35 ESR-2613 MTW20 FL17244.8 ESR-3455 MTS20 FLI0456.36 ESR-2613 MUGT15 FL17240.5 ESR-3447 MGT FL11470.9 SIM200803 NFM35X12 FL578.2 Evaluation Report MBHA3.56/11.25 FL13904.6 ESR-2616 NFM35X16U FL578.3 Evaluation Report MBHA3.56/16 FL13904.6 ESR-2616 PAU44 FL17239.13 ESR-3449 HDU2-SDS2:5 FL10441.4 ESR-2330 PAU66 FL17239.13 ESR-3449 GLTV3.516 FL10567.8 ESR-2615 PHD2A FL17219.3 ER-0200 FGTR FL11473.2 SIM200802 PHXU3516 FL17241.20 ESR-3444 CS16 FL10852.1 ESR-2105 RFUS FL6223.5 Evaluation Report H1 FL10456.5 ESR-2613 RS150 FL17244.27 ESR-3455 H10 FL10456.6 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 FL10456.13 ESR-2613 RT3A FL17236.3 ESR-3448 H4 FL10456.14 ESR-2613 RT4 FL17236.3 ESR-3448 H5 FL10456.15 ESR-2613 RT5 FL17236.3 ESR-3448 H2.5 FL10456.11 ESR-2613 RT7 FL17236.3 ESR-3448 H2.5A FL10456.12 ESR-2613 RT7A FL17236.3 ESR-3448 H8 FL11470.3 SIM200803 RT8A FL17236.3 ESR-3448 SP1 FL10456.41 ESR-2613 SPT22 FL17244.30 ESR-3455 SP2 FL10456.42 ESR-2613 SPT24 FL17244.31 ESR-3455 SP4 F1_10456.43 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 FL17244.32 ESR-3455 SPH6 FL10456.47 ESR-2613 SPTH6 FL17244.32 ESR-3455 SPH8 FL10456.48 ESR-2613 SPTHS 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 THD28-2 FL17232.16 ESR-3445 HGUS5.25/12 FL11468.11 SIM200804 THD410 F1117232.16 ESR-3445 HGUS414 FL11468.10 SIM200804 THD412 FL17232.16 ESR-3445 HDQ8-SDS3 FL10441.1 ESR-2330 THD612 FL17232.16 ESR-3445 MSTAM24 F1_11473.19 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 FL11473.9 SIM200802 - - - LGT3-SDS2.5 FL11470.7 SIM200803 - - - LGUM28-2 FL11473.12 SIM200802 PRODUCT APPROVAL SPECIFICATION SHEET (2018) January 9, 2019 As required by Florida Statute 553.842 and Florida Administrative Code 96-72, 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. SWNGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL2461.1 +67.0/-67,0pet 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/-87.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.14 +67.0/-57.0 psf ThermaTru Classic -Craft and Benchmark FL15225.1 +67.0/-57.0 psf ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 psf ThermaTru FiberClassic, Smoothstar, ClassicCraft, Rustic FL7640.1 +67.0/-67.0 psf B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.01-40.0 psf PGT Series 5570 FL251.10 C. SECTIONAL Clopay Building Products Residential WndCode Doors W5 (8X7) FL15279.37 +30.01-32.0 psf Clopay Building Products Residential WindCode Doors W5 (16X7) FL15279.53 +30.0/-30.0 psf Clopay Building Products Residential WindCode Doors WAG (8X7) FL15279.85 +38.0/-42.0 psf Clopay Building Products Residential WindCode Doors W6 (16X7) FL15279.102 +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 ant) 2. WNDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.0/-55.0 psf PGT Series 5500 FL239.7 S. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.0/-50.0 psf C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.0/-40.0 psf PGT Series 5520 FL243.9 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NIA PGT Series 5500 FL261.1 NIA E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A S. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.01-70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA 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 NIA Florida Metal Products, Inc Vent RV10 FL21580.3 NIA Lomanco, Inc DA-4 Exahust Vent FL17202.1 NIA E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 NIA Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A F. METAL ROOF Gulf Coast Supply & Manufacturing, LLC 0.032" Aluminum GulfLok 16" wide roof panel FL11651.2 R3 N/A 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 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 FL1999A - FL1999.4 NIA MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 NIA C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 NIA D, MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 NIA Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 NIA The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the P P PP P P P � 9 P 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 Cn N O 0 U) O O O ^^,, W 0 0 LL 0 > ._ -0 E N 0 CL C-2 1 .� .= �-1-/J-� V �- Q Z W SHEET NO. PA 1.0 FFProduct Florida Department of Business & Professional Regulation Building Codes and Standards Application Detail Flag. 1 08 42l1212018 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P0ga3of8 m1712o1S Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 a I uwm18 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail page i of I trs+2bte � � ^, � C) O = V �a >✓ Q� , � O O = co T\ S,sSls EndN..or.. p� lkg; 22k Dat.-Pandtna 2A1 jygq Yeminn Mn wfaeturer Contrat Engineer&Licence Validated By Yallda4ed submitted FBC Approval Aooroved Stable C Entity or. pg(g, pg(q !late Pandrna QMg Iq Version Manufacturer C�taat Egalnegr&License validated By validated submitted FBCAabroyal Aoo ved 2111A Revision 2017. Thermalru Corporation Rick Wdgh1 Lyndon F. Schmidt, P.E. Ryan J. King, P.E, 10/15/2017 07/122017 1aMWO17 12/122017 Approved Category:. Exterior Doors (419)798�1740 PE-43409 (813) 767.6565 Subcategory: SaMnging Exterior Door Assemblies rickwowtiWgeonsultants. Compliance Method: Evaluation Report from a. com Ion Florida Registered Architect or a Licensed Florida Professional Engineer QuafttvA,aurwm ggprpvatl to, use Approved for Use ,im,pegd Design Seta Product Motlal Number er Maine Product Description Contract Expiration Date InHVHz Outside HVHZ Reslstent Pressure 1 a. Th.mr.Tru Fiber-Cfessic aril Smooth -Star Nominal 8aa "&quot,,Nw;-Impact&quof, Opaque 127312024 No Yes No WA Compos8e Edger Fiberglass Slagle Dow pnswing/Outswing;XconBguraOon, a 4 Therrna-Tot FB:erGaaslc arid Smooth -Star omlael 9&iA8;4 &guars on -intact rplof, Opaque 12I31202A o. Yes No A Revkt 1�. i' Rick Wright Lynn F. Schmidt, P.E.PERyan J. King, P;E. 12132017 12l132017 12212017 D2i132O18 Approved R on 20 7 The oozy. u Exterior - Cae9pry. Exterior Doors {419} 29&1740. PE-43409 (813)767.6655 Subcategory' Swinging Extehor Dow Assemblies rickwQrwbidgcensullants. Compliance Method: Evaluation Report from a com Florida Registered Architect or a Lioensed Florian Professional Engineer '. Quality Aeawan a Approved for Us, $o rowdfgrUse 1—act, ogglon See#. Product Model Numbero Lam Pmductbascription :Contract Exaraion Date inHVH2 outside HVHZ Ra,lartanl Pre. .re 1 a. Therma-Tru Flber-Gessic and Smooth -Star Nominal 6W9,,8 & uof on-1 .ads& of Opaque 121312021 No Yes No WA q la mP ow , peg Composite Edge Fiberglass Single Dow onswing7Cutswing; X configuration) lift! Version Revisor 2017 F La15225424 Prodmte16— AMA 1 ! Themai Corporation Cebgay: Exterior Dope Subcategory! Swinging Exterior Door Aweembfies Compliance M lmnd. Cartificaton Mark w Laming a, u IessbC and Benchnwk ea atC rat&quot Wot by TFtemre-Trle6quw: E� C'�kct €ngkbor & Lissme Validated By Rick Wright National AwmdbWn& Ryan J. King, P.E. (41g) 29&17I0 ManageraM inatenrb (813) 7874)556 nakworwbkgconsu8ants. win Product De ripum Exchasm Dow 6/8 and SM Opaque and Glazed Fiberglass Door with 12031=1 Bolo Ou and w8trout Skektes. Inswkg and Oubwing 21M 201 .�.�■ 21% yglig� a PJ 12f202017 02121/2017 12f222017 Approved TorUr AppryvW for tits impeES in HWHZ Outside Resistant No Yes No Approved Ewwm, P— WA � 1'yyg Version Revision 2017 6 Thomism-Tru Corporation Co1Wory: Exterior Dona SubCangory; Swinging Extedw DowAssemb8es Compliance Mahod: Grtllledon Mark of Listing e. uoYSm Wo Sla u ; 00 uw chma 8q . r&q oL Sq ,Ben rk by TMrme-TruBaluot Enft or validated By Riskr WrightW98-1 Manage ent Insift on 8 Ryan J. King, P.E.P.E (419) 298-1740 Management Inatlluto (813) 767.6555 ddwr®nsbkgwnsutients. own yuaft ftoduct0sawlation Contract Expiradon Dais OM &D and and Opaque Glazed Flbagba Door verse 12A12021 and without Wastes. Inserting and OuNwlnO t20 gi■ g. ■ 20 y af&rsltted (qM: Amrova Aeorovgd 12r20201T 49212017 121272017 AoprovedWApomeadforUse Impact In,iVHZ CimltltHVKZ B■4tars No Yes No atatk Approved g9tipB (burg WA .�. �,•/ Ca•t � � `v co U V Y� O • 0 U ♦ V O "r"•a a}— ♦� CU O v/ '�''S �v♦ W v' ♦'^^ }R4 V J © C V ^ • (n O L Composite Edger Fiberglass Single Door nswin outswi ; X configuration) 8: f. fielmaTru Flpxr-Ciassicarkf SmoottrSter Nominpl 8&539,0 &quot,Norr•ImPact&gaol; Opaque 12/11/Ri129 No yes No N(A Composite Edge Fiberglass Single Dow pnswlngtoutswng; X�wm uretion} 8 i. ThermalTM FbenGlesslc end Smoah•Sbr Nominal 6W9;8&quot:Non-Impact&quoj Glazed 12/312020 No Yes: No NSA. Compos8e Edge Fiberglass Single Door QnsMnglOutswdrg; X configuration} 9 t. Therma-Tru Fber-Clmslc;and Smooth -Star Nominal 6&IK19;8& uol3NwHmpaot&shot; Glazed 1213WO21 No Yes No N/A Composite Edge Fiberglass Singh Door Compo /Outset ,14 Xcoafiguretian 14 n Thermo-Tru Fiber -Classic and Smooth -Star Nominal 8&p39;0&quotNon-Impact&qua; Gllazed 12/312020 No Yes No WA Composite Edge Fibergass Singia Door InswingrOutswt N1g urdfa n: rm& l e-. ssca m a a uc on-m ;. sae o s q p CamPD.H. EdgeFlbergloss Single Door (0rsw4ng/Outswrig; X, coagulation): ,X Florida Department of Business & Professional Regulation Building Codes and Standards Page, sir, imm+a Florida Department of Business & Professional Regulation Building Codes and Standards Pager 1 a t vbrmla Florida Department of Business & Professional Regulation Building Codes and Standards Page I oil 1/5rm18 Florida Department of Business & Professional Regulation Building Codes and Standards Pager, a 1 + um+e Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Z A M[\\ 9e9e groat r Will gars 20 mm Version ttanlaft Sdntw shallow & Liperme VlIKd@ tl By UM" SIB mmmavm Eeprs3W am& p lie[\\e_FUliflinvu 20M EotlAcsr oak 20 gam■ Pale Mae Member lbouftchm Coated 1, Widened By V10111161111 BLeamw FSCADMWW Approved At" She EOdWW gars testa Osto pmwhl. !sirs emit, votion Manufacturer 99am Enpkbor& Llceme Vatideled By kaadog Sul mked FBC Approval Approved IVAN Qzk Editor gala 20 gM1PlOs8■ Bala 1011 Version rA■Idectuvr Conrad Frialowerr & License Varaaba & Validated SWIrsl4taA PDQ BgeassW two Revision 2017 Ml Windows and Doors Category: Warm Doom SubCatepory: 8Wag Exterior OdwAseemblise Brant Slow Luis Roberto Lomas Sown M. lhich, PE (717) 365,MW PE-62514 (717) 317.8464 baangseamilwd.00m (111 2017 08711/2017 08116M17 10110/2017 Approved Revision 2017 MI N4ndows and Doors Category: Exterior Doom Subcategory: Slk6Mr Exterior Door Assemblies Brant sitergor Luis Roberto Lomas Steven M. Urieh. PE (717) 3653300 PE- 2514 (717) 317-MU SaNnger�mWaLwm 08113r2017 08/112017 08fi620f7 10/102017 Approved Review 2017 MI Windows and Doors Subgateg Exterior Doom Subcategory: SSdGnp Exterior DporANlemblies Brant Bangor Luis Roberto Loma Steven M. Urtch, PE boUr3853900 PE4iZ514 (717)317-8454 bcangsrQmlxd.can OSM3/2017 OSM12017 08/162017 10/10/2017 Approved Revision 2017 MI Menders and Doom Category: Ekeriot Doors Subcategoy: Siding Exbriw Dow Assemblies Brent Sanger Luis Roberto Lomas Steven M. Udch, PE (717) 3B5.33W PE-8Zb14 (717) S17-E154 bsangee�mwd.wm 081132017 OB/112017 081152017 10110/2017 Approved Compliance Method: Evaluation Report from a Compliance Meg"! Evaluation Report from a Campibrxa Masai Evakralbn Report from a Compliance Evaluation Report from a Florida Registered AroNbp or a Licensed Florida Professional Englnear Florida Regbterad Architect a a Licensed Florida Professional Engineer Florida Registered Architect or a Licensed Florida Professional Engineer Florida Registered ArtlnibG or a Licensed Florida tared Architect a Professional. Engineer FLLMSU2*A Products QWR, AnpL■ta Aualmnd fw U" Approved to, Use W904 21" tlIFIS332$irroduata Quaft ABI■Ont Approved for Use ApserondhDrUse pipet ggvM) FW151324114 Picaftmix OWNly Assurance, Aooroved for Use Aporoved W Use lmgggt gui■ Fli15a324a4 Froduata QuallivAssawanow, Approved fa Use Androvadjor Use tmeact palm Seta Product Modes. Nantsr or lame Product Description Contrast Expladion Ddo In l4tB Outside lMtr2gnhftm P� align Protl atModa Naaaror Nans Product commutation CoatmatExpirsdareDiRts tl.tnd9.OutskWHY12 Roorkbom Pt9egrt Ant ProductMWa.NunMrorMarra Product Description Contrast Expiration Dub lnuitia owl"xvHz litoodstaret P!!!!!!!Irs asail! ProdmtModel.Narharseldom Peroduct DONA Contrast SxoiMlanDais In ar"l"xvNz IturalstoM Prs+Mirs 3 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OXO 12/312M8 1454M&ouot;XW&quot No Yes No WA 4 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGO REINFORCED OX, 12/312018 XO, XX 968quotx96&quok No Yes No WA 1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SOD OXO 12/31/2018 145-W4&quorx80&quot NON -REINFORCED No Yes No WA 2 SERIES 420 ALUMINUM SGO SERIES 420 ALUMINUM SGD OX. XO, XX 12GIAOIS WBquokxWkuot; NON -REINFORCED No Yea No WA Florida Department of Business & Professional Regulation Building Codes and Standards Faye I a 1 1FWIs Florida Department of Business & Professional Regulation Building Codes and Standards Rage I of I 1/541018 Florida Department of Business & Professional Regulation Building Codes and Standards P.Pa 1 a l If5rmla Florida Department of Business & Professional Regulation Building Codes and Standards Page, a I Ilmole Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Defall FUHAM45 SSA! & 20 21k cab pmdbw 2112, FILIPI.aliEB! 220 Emlb or 20 M Dee Pauline 20 FLAHAIIggli CCoi g Better w 292 2111e .080PUK M 292 ELY2314tn 926 Enter or 219 29h 2MLBMMM 201 mm V4rsllmt tYmdactlrsc consist Valmew By Validated Sulam PWAgONVUI Approved Amer Min Version tteBufafElrsr Sa»t Enpl■xtLk— V Iki W By Validated $lam FBC Aow vd AYargarad Awn Mtn Vg/l4A Manullachiner carried E-k—a Li, Validated By Valkhftd Submitted tIIC ApprsYal Aggrmcad ama Man Version iltaplllffitlrsr coated EDalimear &.iJoerses, VdMa.d By VaNdwhad Silbmftd PISCAmomyn l status Revbfon 2017 Cbpay BuBdBg Products Company CehporY: Exterior Doors SuhC.eagAssemblies S ary: ediona Extedw Door Made Westerfield rrrterbk Testing Services NA, Gary Pfahhr (513) 7704062 Ind. (613) m"Se6 worn nnleebrRald�e%ISubcategory: 11r19/2017 OBMO2017 12I050117 Approved RWW*n 2017 Cbpay Building Products Company Category: Exterior Doom Subcategory: Sectional Exterior Door Assemblies Mark Westerfield Intertek Testing Services NA, Gary Pfuehlor (513) 7748082 Ind. (513) $1 "Bee. mumter8ekladopay.cam 112g2017 08/102017 12i=017 Approved Revision 2017 MI WWows and Ooon aSutaOory: al bga g For Doom bCay: itlNg Exterior Door Brent Sanger Luis Roberto Lomas Shorn M. Wish, PE (717) 3833900 f?E-82614 (717) 3+7.8454 bNanger@miwd.com 08/13=7 0SHI/2017 08/182017 10/10/2017 Approved Revision 2017 PGT Industries Cotsgary: Exterior Doom SYbtlabgoy: Sikinp FxladorOoorAasamblise Dean Room MlamWade BCCO - CER l am4Dode aCCO- VAL (941) 488-OtOD p88) 315.2590 druarll�pgtlrlduWbaoom 121=017 1I/M017 1225=17 Approved Compllawe Method: Certification Marker Liens CanpNenee Metlrod; Codification Mark or Listing compliance Method: Evaluation Report from a ComplWwe MCBwtl: Certification Mark or LIWng ■ Fk4liWIl�M Products 11.015279$5 Pirad■k Florida Registered ArchBata or a Licensed FWUo Professional Ergin"r FLO514UR Products QaSb Awareness AgnroyW Tor Use AQ Impact 2NIM QuM■LAffigrsrs'3 Approved for ilea AsanwadM Use, krsad Dnkn QLSft Aseu Approved for Us, ADINamod for Use Is" Design aal Product Modol. Number orr Name Product Description In.tOSS 41 Ptatlurs a■.S Product Mods Writer or Nana Product Doladation CVMWCt EUDiMVAM Q111110 in.WAR Olftift HVHZ Resistant Premium AME PSoduct,DofA1M4Q Contract Exaliglim Dots InoAea Register Pressure 37 037 W5-09 PAN-2F161: 84A, 94, 73, 75,1600, 190. 78, 7SV, 4RST, 4RSF, SRST, SRSF, 2RST, 49. 42, 55, 48B, 42B, SOS, GOBS, GD6SV, GROS, GR6SV, ARSE, Atli Steal Pan (min. 25 ga.) Single -Car (up to 9W wide) 0&212028 WINDCODEW74; WS George Door No Yes No +30 PSFI32 PSF 63 053 MIS PAN-2F153: W. 94, 73. 76,1 SM. 190, 41137, 4RSF, SR8T, SRSF, 48, 42, 55, 488, 42B, 553, Gobs, GDSSV, GRIPS, GR58V. ARSS, ARSSV, ED5S, EDSSV Steel Pan (min. 26 ga.) Double -Car (02'to IWly W212028 verse) WINDCOOE&P774; We Garage Door No Yes No +30 PSF!-30 PSF Magi S Product Modi MumWr or Name SERIES 420 ALUMINUM SGU REINFORCED cluster Assurnmeme Product D"edctinn ComaetExaartim Wit SERIES 420 ALUMINUM SGD REINFORCED XXX 120120f8 Appeared for UsesA--,d fear Use JAI In XVX2 Outside, Reelisterat No Yes No gW■ Pars WA 10 SGDZS70 (Large games Impact) Vinyl Silding Glass Dow OW142021 Yes Yes Yea WA ED5S, ED58V 1438quotx95&qua; O Florida Department of Business & Professional Regulation Page I ct 2• Fonda Department of Business & Professional. Regulation Building Codes and Standards F.g.1 of 1 1ra18 ,; Building Codes andStandards Product Approval Application Detail 12f12/2018 Florida Department of Business &Professional Regulation Building Codes and Standards pap 1 Of 1 1/5201a Florida Department of Business &Professional Regulation Building Codes and Standards Pape 1 a 1 vsrmla ■ �� Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail CIO Versi E9gnf.gi 981 mit Date Parton, g Ty8.1' entan M lecturer Cenkact Enpinaer &Licema Validated By Validated Submitted FBCApproval- Aooroved Stetus. FLd116874T7 type CeAa Version JLUnukahm Endear Contact VallAebd By 20 go Data paOm■ VaAAakA altersa09 FOC Appravoid 20 Apprsval lum Revision 2017 MI Windows and Doors Category: Windows: Brent SlOinger American AmnItsdural Steven M. Ulich, PE (717)366-3300 Marofatlureis Assodatlonn (717)3174451 121292017 12/132017 bvoe/2018 App-vod SM 71121 Vtl1tffi Ili cpJtagt Enomwor & License Valldebd By go !talc Date Foregoer Rim ValkWWd Sub FBQ Armoroval Approved StWDA]ypg C%ta V,ta}loor Ifisnrlfiedu Eaftor Enalneor&Llosms Validated Or gars Bata Dates Pressing oak vagdam submubd FNAMMad Revision 2017 CURRIES Drvisisn aAADG, Ion Cetwill Exterior Doom Subcategory: Exterior Door Components Method: Grtificellon Mark or Listing CamWhnoe rip Dedle Dow UL LLC Ted Berman, PE (641)494-2844 (305)M4707 daw.dedlcQasaWby.00 m 11/30=17 10282017 12/062017 Approved Subcategory: Single Hung bsllimgeroniwat.com - Compliance Method: Certification Mark or Listing t•L Praduot 3 ..,« �., - - "; .. $` - .--: <+" ..... .,. t i .'"=.':w QualtvA Approved for Use fwlLae Design Revision 2017 Ctplay Building Products Company Category: Exterior Doors SubCabpory; Sectional Exterior Door Assemblies Ownpliance Method: Codification Mark or Listing Mark Westerfield Intertek Tsarina Services NA, Gary Pkahbr (513)7703062 Ina (613)519-em navesbrBeUMcbP®Y•can 11292017 08/102017 12/05M17 Approved Revision 2017 Clopoy BrdUag Products Company Cebgay: Exterior Doom SubCebgap: Sectional Exterior Door AmffW s Co.WWma Method: Gr0catlon Mark w LhWg Mark vi000r ek Intertek Testing Services NA, Gary PkOW (513)7704M Inc. (613)51"m msveater5atd�dopey.com 11r-2017 08/102017 121MD17 Approved ■ FUM15374t7Praruab Seoa Product Model Namber'or Name ... mnoe Product Dascdottgn Cgntrmet Expirrtnon bate Aborcved In H= Qutalde HVHZ 1g1884t Resratan! Pressure FL8152794till Products "5279415 Products AW Product Model. Narrow orName fhuaal A"uhme PkdualQiestlofmn220saidusimsten Approved for Use Axemoved for Use Dab Inter Culleft HVHZ Import Firmistead gosion PDIMB■ Inn PredusteMe"1.NramerorwineProduct QuahvAs"nme Descrisfillon Jarwosed for U" Awmad hrUse klaa4t InHVHZ 4utsideHVHZ dkrtlstaM goal■ PmMIrs $ffie Product Model, Numboar arliamit Qualft Assurance ileroduct0sawfollim contract Exalrodon Deb Approved for Use Approved for Use impact IRNYM Outside, Represent goolYn P— 2 185 SH 52x84 FinrFlongs Frame IG/SG:Single Bung 101032018 No YesNO t64F60 I 807,707,727,747, and$47 Sbgle and Palm of Dows Flush, Glazed, shot Louvered single and palm of 12181/2026 Wide meld doom. Yes Yes Yes WA as 086WWO PAN-2F163:73,76,84A, 94,42,48,428,488, 4RST, OW, GD5S, GM. ARSS, ED5S Steel Pan (min. 25 Us.) Single-Cor (up to 9'0'.Lie) 01121=8 WINDCODE&0174; WS George Door No Yes No +35 PSF"2 Pap 102 102 W&IS PAN-2FI 63: 73,76,84A, 94, 4448,428,48% 4RST, BAST, GOSS, GRSS, AR6S, ED63 Steel Pon(mIn, 25 go.) Douok-Csr197 to la'2' 050=28 wide) VMDCODE&1174; W6 Garage, Dow No Yea No +37 PSF/-41 PSF U) O Florida oepartment of business & Professional Regulation Page 1 of 1 W11 Florida Department of Business & Professional Regulation Building Codes and Standards F.g.1 a 1 11=18 Florida Department of Business &Professional Regulation Building Codes and Standards P.9e 1 a, 1/5+2018 Floridaa Department of Business & Professional Regulators Building Codes and Standards Page I a I 115=18 Building Codes and Standards Product Approval Application Detail 12122a13 ^^W Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail � SdL$L Entity or. R24f... gs� Deis Pendmo. gall I= Moral, Manufacturer Com.Sl Engln.er&License Valdated By Validated Submitted FBC gggroval Aooroved status cr ads asay\ - —5 � i1r88 SOAS Version AhnufattO EPuapr EnalDeai3.Learner Y11�.By go 21M Dee Paerans Yali�d $WmWtbd FOG 11 r> 6vp�ted stahm I>i■ Version Ngnubwww Emory or b d BY Contend Ena"r a License Vadah 210 � DebP yalWWd ag4t9l� 'gaff ABB19Y� AWN 29$k mm Version Rnpry a. - Cpnjggl Enasasr&License, V.IMabd By tom. � Dab PO"M 21M VANdmw Submitted F Auprsa2d AMR Revision 2017 Ml Windows and Doors Caegwy:Wndows Brent Skinger American:Aremtedural Steven M. Latch, PE 66- QM 33300 Masdacturs. Association (717)317.8454 0121/2018 01103e2gl8 01222018 Approved `�V Revision FL11534e419 2017 Its Vandosw and Doors category: 4Nndows Subcategory: Fixed ComWINNe McMod: Gdilicetiar Mark or Listing Produces Brent Sanger American Ardavot ml Slewn M. Udall, PE (717) 365.33M Manufacturere Association (717) 3174W "Mn9e moon con 121312n17 12r3112017 011042018 Approved Revl&%n 2017 Na 4120 Prdducte POT Industries Category: Wndow$ SubCaagpryl Fbad C Iona Motleod: CediflceWn MahowL oonpl isting Dean Room Miaml-Dads SCCO - CER Mlam4DWe BCCO- VAL (941) 48"100 (78e) 316-2590 dmark®pglindustriss.am 1220/2017 12N82017 12252017 Approved Revision 2017 Pi:�if3&R2b Products$Lg_1t PGT Indatles category: Wkldowe BubCebpory: SMWe Hung Compliance Method: Conamel Mark or Listing _ Dean Ruark MhmFDade BCCO -CER Mlaml•DWe BCCD - VAL (941) 486-0100 (786) 315-2590 dmark�Pgti .win 120M2017 121062011 I2r4=17 Approved Subcategory: Horizontal Slider bsdlmgeramhud,com Compliance Method Certification Mark or Luling FE.i1ade1:R5'Frodp a ° . . ,.,, z— ,err .. .. ,...++,.. a , .._ , „. . ,. - , _ . +,.. �:.. +., x . ,. ,- - r x.,: s -.- • g llu ran a Aap dfor Use A edfor Use Impact Y Oealpn Product Model. Number or Nsme Product Drundatian Contract Expiration Date In HVH2 O,tside HVHZ Reststent Pmmum O L [^) �re� $e9.d Product Model. Number orHome Product Dowdodon Contrast EXDWaUM Apurovad for Approved hell" Dab In HVHZ g91111111l hn= Resistant P.rvessa2 Bag# PrparlMeda.NrrmcerorMa" Product Deserlaffim Approved for Use Approved for Use kJOR$ itsi ! Dial■ P.Jsam■ ASIA Quality Assurem. Pmduot Doonjudgm Contract Exo1ratip, Drebo AppovW for Use Aooroved for Use irsgffi6 InHVHZ glNtaeHVHZ gBsktut glMtan. P.[aaLlrs 1 HS 168 Rn and Flange Frame 73x62insulated Glass: 02162019 No Yes No +851-85 1 185 PW 73 x 721ns did d Glass 04103/2018 No Yes No +001.80 9 PW—W20 (Lary" Miss" Impact) Vinyl Feted Window 0413=020 Yes Yes Yes WA 7 SH-6800 (Large Missile impact) Vinyl Single Hung Window 07/30=0 Yes Yes Yes NIA C -0 Florida Departnerrt of Business & Professional Regulation Pager 1 a, Florida Department of Business & Professional Regulation Pan. I a I Florida Department of Business & Professional Regulation Fee,1 Of I Florida Department of Business & Professional Regulation Papa 1 w I Building Codes and Standards Product Approval Application Detail 11SWIa Building Codes and Standards Product Approval Application Detail 1=16 Building Codes and Standards Product Approval Application Detail 1/512018 Building Codes and Standards Product Approval Application Detail IF.,/zdle � a W ■ ■ P1.111440as. Frf1536340 FLe2514tI1 FL#13192.1u &sA! Erdfer w tin Ra lie Pendim gsk gRge Emits, get gala Dab pagO■ 291 JIM MOW or gift no Dots Pending glen Csda Epti6Ls[ gars 21M lLkPenraog 21M im Revistan V1rsl- MerstaffiirsL WIT Tianno-Tau Corporation Caagpry: Exterior Dows coated Shallower Validated By Rick Wright Lyndon F. Schmidt P.E. Ryan J. King, P.E. (419) 2WI740 PE4340D (813) 707-M5 Valued $IlhpltelA iBApp[9sd 10/18=17 1w182g17 10222017 Approved 12/12=7 am& Approved mm V1rske Revision 2017 VAMdWWW M1 Windows and Doom Cotem: Windows Coated EImIlmeaCBJdrareseyakoodBy 8mnt Sanger LaaM. s R Lomas, PE Sown Urkh, PE (717) 365,VM PE-62514 (717) 317-6454 Vldidatad Sim FBC A■ A 1023=17 10116=17 102201 87 Appeared 121122017 mma Approved mm YMaftn Revision 2017 Mwoullocturair PGT Industries Category: Wndows Conra9d Encirewar&LIcarms Vandatedav Dan Rark MBemFDWe SCCO -CFR MbmFDWs SCCO - VAL (941) 4884100 (786) 315.2590 VaNatod Sulmnittod FBCAuntmal A,,r v d 12MSW17 11115PZ017 12/09=17 Ron Approve I= Vere Revleion 2017 Manufacture r James Hardie SuaNg Products, Inc Cabpap: Panel Wags Sweet EBglrower&LialaayalMebdBy Pingg ahe Zhu Ronald 1. Ogawa John Southard., P.E. is" 340.2927 PIr24121 (352) 367-26M Validated Submittal PWA■rsyM AppLmful 0=11=17 06/082017 0828/2017 IOf10/2n17 Approved Q z SuhCalts": SwIrging Exterior DwAssomblies rldeverwhkgwnsultanbl. SubCabgoy: Musons ba8sn"miwd.wm - SubCabgory: Mullions dmark®pgtlndatriss.com Subcategory: Sklkg phrgalangzhu0jartashsr Compliena Meamd: Ewluadon Report from a Florida Registered Arddtad or a Licensed Florida w111 Compliance Matl - ; Evaluation Report from a Florida Registered Archrteot or a Licensed Fkyke Complheeos Moll ; CodiBeation Marls or Listing COMPOb Method: Eveluation Report from a Florida RepiWned Architect or a UCWAW Fbm1a dle.oan Z Professional Engineer Protaeslonal Engineer MM14t11 P,.k b Professional Engineer Q $e9,a QuatbAeswame Produc Approved forUss Approved for Us* Impact In Z Resistant Odes Enml■ FLa13192.N5Pretlram J lw ProduetMWel. Nnnaer or Marne OAW A"ureme EAR Approved for lies Approved for Use kimyFQ Outside HyliZ Imped Resistant goal■ Pre"rrre agog Promrctm."L Npaut.ror N.ma Approved$orU" Assrovsdf rU" be XVHZ Outrl"NVHZ ) p 1 Mullions for AN Doom and Windows Alumind.2np seas Aluminum Muaaa O52&2021 yes Y" Yee WA E Product Modi Numbet, w Hands PAndWLCMWIIDUM Contract Ezolnellan Dab, ApprovedPressures, In Outside HVHZ Roshdlut _ 1 a. &quotFberCIw*Io uot, &quctSmoo5Mwgquot, &quotClaaicCreBaqud; w&quOtCbasleCre9 SWS6 &quotimpact&quot Glazed Flberglaes 12131=1 Single Dow-(X) Inswing w OWeving Configuration No Y" Yes WA 2 SM VarSwl Aiurmnum Mullion 12/3112018 No Yes Yes WA 1 Cemplank Lop String fiber -camel: lap eking 12/312020 Y" Yes WA WA Rereas5quot search Crillift SHEET N0. PA 1.1 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I or, 1�+e Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P.O. I a I 1162a1e Florida Deparhnent of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail pane 1 of I + +8 Florida Departrnent of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall Pap I of I V62018 O (� -1--a L_ L— () _ = CU W � V _ � O^ � � LL•, C � 0 � ' ^ O - E a) /—cn i CU '.0 �'� F—' .G v//i •' ^ v 2 Q Q FLai319244a 9M ErAft 21k 21M 2 2tea 11121 Version MARL Contact ErAh-3L� Validated 9Ysldntad AWMdrd FDOJA,,roW Agormirld two ReAkiat 2017 Janes Handle Building Produ¢te, sus. Pkpaheng Zhu Ronald I. opera John SouMaNI, P.E. 06252017 CS0M17 08282017 10110/=17 Approved Cahepory: Purl Web (909) 349-2927 PE-24121 (352) 3674M SdbC•1•gorYCU : Swing Pkhgshmg.zduoomeshw Complhna Mal EvsWatbn Report from a dmoan Flo�aReg �� Architect or a Licensed Florida F1.013192Aa Produed $�.E PlgglNdP!l4dgfkn 91a2ar Assurance A for Use A Ras IMOW 21= l�mrs Pressure 2 HwdtsPtonlr Lap Siding lrbu-o meM lap ia&g 1213l/2020 Yu Yes WA NIA FM33U � -- Siade Enfiloror 20t 2aft Rake 20 Ilat version lines Eaameerauterus YeddetadBy riedw Submitted BigAsomial Anar—d andaa Revision 2017 sM NMdows and Doors Brand Sumps, Luis R Lomas, PE SWAM M. Urkl4 PE 1042212017 10/16=17 102a2017 12/122017 Approved Coascry: Wndows (717) 3653300 PE-62514 (717) 317-S464 Subca egory: Mullions baUnWQmhvd-com Compliance Methodm : Evaluation Report froA Florida Architect a a Licensed Florida Engineer FLOIS363R3 Products gwwkAoLwam Ag�r�rSMg Aon[mm0>9tEaa Im= lmamg stoat 1g1lYi'1Z $ ! !'1lH.Vrs 2 6764 Vertical Aluminum Muaoi IV312018 No Yes Yes WA FLe26141i1 Stull! Entlb a 2sm Peg DAB pAndhw 120 lrna Yw19s N..tw w VatldatedBy Validated Submitted BOAoorm.l Aparcarell at" Revision 2017 PGT Industries Dean Rark Mism4Dase SCOO -CER NforrdOads BCCO- VAL 12/05/2017 11115=17 12MOW 7 Approved Carport': r. MUS (941) 48iS-O,00 (788) 3162590 SubCatcgorY: Muaom dmark@Ippdndtrtrka.00n Compliance Method: Certification Mark or LiW mg F111h1-n11 Products Quality An Aggrieved for Use Aaoroved b Uge 2>aa DOBIMPhotore 1 Mufibns far All Door and Windows Alurdmhm Muaom Ob2B2021 Yas Yes Yea WA Pt113192-R6 290 gray or Melt R a Calls Postage, gag arse Version Nknubahm erect EnalseerfiLlosairso Vdld@Wdav YaAtletem Submitted BRAer1rslCal rtdrslcored AN" Revision 2017 James Handle BuadMg Products, Inc. Pkpshoig Zhu Ronald L Ogaws John Southard, P.E. 08125WI 08@912017 082&2017 101IQ2017 Approved Ca1e9orY: Panty Web (909) 3493927 PE-24121 (352) 387-2526 Campaance alsanod: EvalMtlonRepprttiom a dlecarl�a�ar Florida Registered Artlnaed or a Licensed Florida Prokxbnal Engineer .�(3192415Praduete 4uMshrduugama AgareY9d for Use Aaamgl> ma ltaw 9" Stu! 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Knszovkh, PE 09272D17 09202017 09282017 12 I22017 Approved Category: Panel Waft (908) 349.292T P&2Ai21 (352) 307.2528 Category: Parr) Wake (330) 922-2389 PE43409 (613) 78741555 Category: Panel Wets (330) 922.2389 PE-43409 (613) 7673656 Category: RooMg (800) 7683411 PE69188 (954) 77243224 Subcategory: Siding pingshenii hualunuher Subcategory: Soar n8mmpson@ablde.am Subcategory: slats nthompaohailitahkha.00m Subcategory: Asphalt S5lrgba medolughlatcum Compliance Method: Evaluation Report earn a d1o'com Compliance Method: Evekletlon Report from a Cosmplixpc Mcsad: Evaluation Repom from a Compliance etetlaod: Evaluation Report from a Florida Registered Architect or a Licensed Florida Florida Registered ArchkWt or a LJansec Florida Florida RegisteredArchted or a Licensed Florida Fonda Registered Architect or a Licensed Florida Professional Engirror Professional EngNeer Profasslonal Engineer Professional Engineer 1301219141dProblem GLOW An Agroloved for the Agr>aved for Use lmerll Desks FLM527242 P OURM Assurance Approved for Usa Anoroved for Use NRD"t lesion Batl§2724t2Prodldcts Quaft Assamarics, Aboriginal for Use Ansiravadfortlas brad gWga FL*101244t2g Produce nualbAmesna AOgratledfor Usa Aggnov4dWUss !alai± naelm Sgaa Product Mader Nunberor Men PrachactDoscriction Contract aggression Dane In HVHZ owNc Ffyt¢ thtlltetent Pr"9 Aga ProduetModol. 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Prlut Loire Bowden (813) 24834W PE-74021 (SU) 300-1SOO tanY®BomasaYvoffngton 10/102017 10/102017 10/172017 12/122017 Approved Revision 2017 LV. Thompson, Inc. db Thompson ArdhftecturW McWh Company (TAMCO) Cabe": Rooting : Roofing Accessories; that sir m Pet dlb Rcea•g Syehurh Compliance ill~ Evolusion Report from a Tory Chrlsmrn Zachary R. Priest Locke Bowden (813) 24S Um PE-74021 (334) 300.1800 Mry4so etakooling.00n 10/102017 WI02017 10/172017 12112=17 Approved Revision 2017 L.V. Thompson, Im:. clog Thompson Artldtectural Metals Company (TAMCO) CWgory: RooMg essories that are m the� System ComgWre slcshod: Evaluation Report Irgm a Tony Chrietman Zachary R. Priest Locke Bowden (813) 24834W PE-74021 (334) 300-1800 tmyagortrtakoo".com 1011020,7 10M102017 10/172017 12M22017 Approved Florida Ri tend Architect or a Licensed Florida Florida Registered Architectuud ct or a LloFloods Florida R lfteCl or a Lice nse d Florida FIM2328sM Products rafseae c Profeubnal Engineer ProfessionaalEr ghmar 0-ofity Assurance Aimacamd for Use Approved Jor Use lmaw OHIO FLEISK&M Products nmuia4u Products, FLAIM04t2PMducts 6 ProdrtN tbLNunbra Nmle No. 15 UL Product combed Expiration Ddv Asphalt saturated organic haft 01/072019 In.OMNI& Yu Resistant Yu WA Pressure WA Aug Product Model. Number or Name Quaker Aasu mam ProduciDebododw it Exrodrado. Deb Aggtsrffifor Aboroved. 1, HVHZ for .If" largest Bgemmgt gduka P—,, a9g12 Quality Aasunne Product Dissertation ConbwtExiWradm Does Age Anoroved for ties In HVHZ gLftmo g Nz howl fiteb nt Coal Pressure Boat Quality Asouramics, Product DresurmMa contract ExWmtbn Agaroved for We Aga DOB I. 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Thompson, Me. d ba Thompson Arohf choral Metals Compaq (TAMCO) SONY3L Owed EDak &Lkge VarAgtedBy Tony Christman Zachary R Priest Locks Bowden (813) 2483466 PE-74021 (334) 3WISOO 121m � ytoddw Awngod 10110=7 10/102017 ! 21k Fac Anoffflfw Aoo,,ed 10AT12017 1211221317 $mho Approved RM jyas version RavkWn 2017 kbrgdwhm Florida Metal Products I= Category: Reuling Entb a Contact EDokasor.a.Lk— Validated By Clads terra James L Budder, P.E.Q Michael John RI.—, (904) 783-MO CWCK Engineering P.E. 21k do ywkhbd Submitted 1N252017 10/052017 Dab Im o Dab FBQAnoroysi Aogsglad IOW2017 12/122o17 ams Approved Ramsdon 2017 Lananco,Inc Category: Roofing Subcategory: Roofing Accessories that are an Integral Part of the Roofing System Andrew Carter James L. Suckner, P.E. Steven M. 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BALL 9.R11 PLP115076R6 F1a15ar8-R6 W 2211e BrAft 20 no order Pmdkm 20 920 EnRy or tam gale Dab Porall Dole 22 t SAW or 29m no Dab P.edho Dab -C9ft Erdw 21M Qom owponclom Der• lYae version Revision 2017 tmaullecmur Boral Roofing 1 MonWLifelte Category. Rooting SubCaheg.W. Roofing TBas EngineerL8dtme vAibwov Thomas Jammed W+Mo Unaom Evolution Gary W. Walker (802) 269.2288 Services LLC. M 86"160 thomao jemrrt®buLoo Yalmemd Submittal 10/18=7 10/082017 PWAgamul n)0 10/212017 ahlha Approved MISS verdon Revision 2017 M. Boral Rookg I MonisrLNsae Category: Roofing SuhCebgay: Roofing Teas C Engineer ALicense VWNetedBy Thomas Jammea NPMD Uniform Evaluation Gary W. Wake IBM 289-2288 Services U.C. (205) 8840180 tlhorrrg.ierrslr8®brsl.ce Yard AWIMd 1011812017 10106rt047 FOGAogemst AggrsYed 101212017 Awn Approved I= vaelon Revision 2017 immliaahlrsr Global Protection Products, LLC. Storm SubCWBsry: Slam Panels Subcategory: contact E..k YiLicense VandMWBt Mm Robinson Water A. TMt Jr., P.E. John W. K Mulovi h, PE t964obinso 545 PC-441B7 (964) T7287L4 tkn.robtrheo�pem.can Vs11cloded aWmEad FBQADWDVW 09062017 05/312017 09/112017 Aggrw d 12/122017 $mho Approved TIM Ysrsl- Re rislen 2017 Manufacturer Global Protection Products, LLC. Category: Shufters SrYaCsbgory: Storm Panels C."bd EndlmaLltkama Validated By Tian Robinson Walter A. TM Jr., P.E. John W. Knezevkh, PE (954) 688-T PE14187 (954) 772412'14 tsn.robineorh@pppetRcom Yaiblbed Submitted BOAgLxmMl 091OW2017 OW312017 WIl2017 Agarslad 12112=7 Ilmha Approved Q Plo7a4eR11 ProductsFLi9/844M1 Compliance Method: Evaluation Report tram a Product Evaluation Entity m Products Crmplimce Metl - : EveluuBon ROW from a Product Evskadon Emily m Compliance Method: FloridaRegistered Abh�hENect ra Llo~FkvMa Professional Engineer Florida R"Whimd Architect or aLJamed Florida Professional Engineer z Q lag 19 Product Medal. 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Emily or �L@ D9{g Date PendnO ,fie, iyj_ia Version Manufacturer Contact Flminaer&Ucense Validated By Validated Submitted FBC Approval Approved Status � Enter QB.. � DIM Pomillim )� � i Dole Poni 1�! � l t� � �.$ )� � Dab Pandirst � Revision 2017 All American Shutters and Glass MikeHatblen Frank L. Bernardo, P.E Troy Bishop, P.E. 64R0/?018 10202017 04202018 O6M22018 Approved Illat Y�� Manufacturer Sei�KEnahmt& License : YNMand By VerAded Submitted faC Approval �(pi ¢� j7mg �It Ifitnuftyluner Se401lgt VNWated By Val iIIIQ� }(" j)(yg l(yg� 1 VNMsisd By 7til� $ffiR Gategpry:Shutters Subcategory: Storm panels (561)712-88a2 PE0046549 (954)947�0880 mikabCallemedcehshutte Rwhbn 2617 rrW BUIMinp Componams Group Inc. Salad Lewis ICC Evaluation Service, LLC Weram M. Ranted, PE 09l1912017 0&0712017 D9rz1rz017 Approved Revbbn 2017 ITW Brdkerq Compotrame Group Inc. :3fwrt Lewis ICC EvaWNWn Service, LLC VYNerrr M. Ranieri, PE 09H9rz017 09/07rz017 09rz1f2017 Approved Revision 2017 rf W BuN01np CaMwneMe Group Inc. Stuart Lewis [CC EVaWatlon Serviw, LLC Wa9am M. RenNd, PE 09719rz077 09I0712017 6921P1077 Approved Cgmpllaiice Method: Evaluation Report from a rs.can Category: Structural components ($47) 918-8473 (407) 881-1917 Cabgory: 8urx4taM Components (847) 918-6473 (407) 881-1917 category: StnrdurN Ctxryanenh (847) 9188473 (407) 881-191 a