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HomeMy WebLinkAbout39874 Dawson Chase DrP �e lRE� r S�RLL �' CODS • , ALL4p�OFtK � a)iLOt� d to- OOaES F.O � �. t�, _�� O� NATIc � �L CXTNO C, 0� RDINA CE OF p�p,N E ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Flr. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Flr Sys Floor System RAID or Red. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Retum Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU orA.H.U. Air Handier Un"rt FR DR French Door RECEPT Receptacle ALT orALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing READ or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BLK. Block GALV or Galy. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) St. 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 SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community K/WALL or K/Wall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or TO, Top of Block DB Door Bell LT LaundryTub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c, Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam UNO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. - Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR Vent through Roof EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ orw/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW. HDR, Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Plt. Sh. Plant Shelf WC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Plt. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or fin. Flr. Finished Floor 1 PW or P.W. Pre -wire I WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-8-15 2.0 FRAME —WALK REVISIONS 12-28-17 3.0 2017 FBC UPDATES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. 1791 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 ROOF FRAMING PLAN 8 LINTEL DETAILS SIN STRUCTURAL NOTES SN1 DETAILS S3M MONO DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS 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. a Q 0 cc=D, L 0 a C� 7 L11L M � M N o z Q z Q M d N M V) z W Q) 0 o 0 C/7 Y w o Q Q Ii W cn ri, o � � o U M W 0 8 o zl.. U e 8 �m N �D ,\TW1Wgfff �Z y S n W. a'�t`tsxa, oQ6 LIL " To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. o w M � z o Z Z ,� aE E OU wo w0 ,m ¢a z® o a O a '0 0 Na L .Cl ¢ p W ra C _ C y U nm 0 0, Z' >Z fn F a Z C) o �d0 0 J CD 'Z J= w ry �� o 0o¢ 2 ¢ a O~ '0 O =O 0 L > > C) o O ,- U. O Q C -� m U N n1 W � T- C37 rn r LO s- 't CD 2 O ro-, N r ai m Z'T M N O o Z Z c � iri E O N E ai c6 c a 0 � Q o °; JOB NO: 19-5897 SCALE : AS NOTED SHEET NO. S M 15'-0" 16'-3" I. 4'-8" J'4' ;r v CV 0 io i9 T rn O 0 N 0 0 HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) -1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI R.A.G. (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for 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 184X25i S.H. 13 20 X 381 18 J X 371 S.H. 14 20 X 501 18 J X 50 S.H. 15 20 X 63 18 4 X 62 i S.H. 16 20X72 184X71 j S.H. 1 H2 27 114 X 26 26 X 25 S.H. 11-13 271/4X38 26x371 S.H. 1 H4 27 d X 50 j 26 x 50 S.H. 11-15 27 X63 26X621/2 S.H. 11-16 27 X72 26X711/2 S.H. 22 37 J X 26 36 4 X 25 1/2 S.H. 23 37 j X 38 j 36 4 X 37 3/4 S.H. 24 37 1 X 50 j 36 J X 50 S.H. 25 37JX63 36jX621/2 S.H. 26 37 1 X 72 36 j X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 4 X 25 i S.H. 33 54 X 38 j 52 j X 37 j S.H. 34 54 X 50 j 52 J X 50 S.H. 35 54 X 63 52 4 X 62 j S.H. 36 54 X 72 52 4 X 71 j S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd, or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet, Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" ® +29.7 / -30.8 © +29.7 / -39.2 +28.3 l -30.8 +28.3 / -36.4 OE +26.6 / -28.0 OF +26.6 / -32.2 a SEE SN SHEET O SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +34.0 / -44.8 WALL LEGEND 11111111111111111MASONRY TYP. 2x FRAME WALL 1 INTERIOR BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR LIVING AREA 1817 LIVING TOTAL 1817 GARAGE 427 FRONT ENTRY 32 TOTAL AREA 2276 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED PLAN Al EXT FRAME 2 x 6 R-1KRAFT FACED FLOOR FIRST CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) I GARAGE SEPARATION I R-11/R-13 KRAFT FACED SCALE: Y4"=V-0" (GARAGE / LIVING) 0 0 C� a Nco Z O _ o v � Q Z g Q M o.. o M v (D o lL jt` '>�• � Y f� w o o Q - C.0 Ow l/1 � o o � � U 00 w v E- T E 0 8 ' I l = U 'o �0 m • ® 0 �m N N o�2m Z o~C�d w 2 U) y .� LuLu 3, C rn hz 40 ia'� b �•'w t.-/w`� C�. UM W Q tea- G i4z 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 Engineer's signature and seal. of the drawing pages hearing O O Cl) 0 o w z Z � E OU =o 0 0 Z < V Z® ICU XO 00 U ZO E N � a O ao Q0 W aZ W� W L (6 CID c _ J O Z 0 Y U y m O MO Z Q W to to 3 a ° p4 p z QO U a U�g 0 �3 00 oz J w � �d =M �0 ao o _l V' zl 3 c O 0 V L > > O o O W O Q U o c6 V ~ m � 3 O� T o T T d' O oo ui m Z `r � O M N iri o Z Z E E w m c d U Q p JOB NO: 19-5897 SCALE : AS NOTED SHEET NO. 1.0 0 0 M MIRROR /7// /7// ®tt�I�JI®1t®I O M OWNER'S BATH �:01 DW KITCHEN ISLAND O CV <V v BATH 2 LA LU� N000 0 0 0 RANGE KITCHEN O N KITCHEN INTERIOR ELEVATIONS G—a 0 n th r (D_ z N O W OO O Q O z Q v _1 [7 O M U) t9 V) z a vu /—J Cn Yp O T W � Ln r~ o v ' N � O win�— P E =w C� o z o Co -o Plot r � N p� �ZH 2. oN o w z Z � z � � � o w W9Pl�l a pqa U1 V° Q '�y � y O •¢ ,w3 Chi .--� o'cv' �•�3a• � CdA LLMLU7� ••• / Y- &IU or 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. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. o co Ch J ZO S z LL_ C c6 C E U p0zz y w Zn z® oa FN Xo �° o E N L 04 a� o wo O� o¢ az WW (p ¢ o Z2Z2 N m . O U5 J � m r? m o K w gw go W � oz a JCDo �x o< Z¢ oI Uri C O O nL' W > o �— 0 o r- O ,.� CD U) O <C C0 N CU '— "I- CD'.O O � N r r ui 0') r ce) N o m Z 3 4i E z m m a. E o is U J Q c aci J JOB NO : 19-5897 SCALE : AS NOTED SHEET NO. 2.0 r , HFFI -------------- 12 5� -- -- - - - - - - - - - - - - - - - - - - - - 01 TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) 16'-0" RIDGE VENT 1"x10" SMOOTH TEXTURED BAND 3'-0 RIDGE VENT - 1'-0" TEXTURED FINISH 12 _zz::::�5 FRONT ELEVATION - Al 25 SH 25 SH ] F.FL. SCALE: 1 /4"=V-0" LEFT ELEVATION - Al : 1 /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 well 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 / SO. FT. J 0 0 f M cppn z N S O o z J M D_ O M E3 U) Z N 1VJJ � '� • T Y (� w o a a w F- N c o � o wa � U w rn F E o g AI` I = U O N c C0 Q W 0 • ®0 N �O v N M O� C Z �N�Zo Iw U) — � ,Jy '2 LU LU Z m U S:� —1 V r C a.�'00' To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. o M ---, o ro w z E U_ Q E E o w o w0 4 » <k _® od K ca C N XU O �o 00 O °off az 'J L 0 Qo rW m0 f6 Cy - J U N 2 O OLL Z Q W Z W fn _N Q ¢ b pp gao N F U 0 �� 00 a � �0 ao V zl< 3 C0 O .y ^L, W > o � 0 �1 0 CL co n v f� /I1 � 3 /r VJ o � ■� T T//��' LO r00 2 O N r ni m r CD M N o z z E O i6 E ui cc m a v U ° Q p � JOB NO: 19-5897 SCALE : AS NOTED SHEET NO. 3.1 c 0 C, 0 rn t ' I F rn -n -C 0 0 0 0 J 00 00 u7 I O) L v _ i a N 0 a E 0 O C J co Lam. U v 0 i U N O a i a 0 =a U J ti 0 M W 0 0 0 iL O� C) N N 0 W Ei HEEL ----- N T.O.M. HDR HGT. _ 9 60 co co F. FL. 1I-Olt--1--1- - -- 12 5� 4'-0" RIDGE VENT 12 5F:::� -J--------------------- -- Z-0" 12 �5 T.O.M. HDR HGT. — EXTENDED OVERHANG TO BE CENTERED ON DOOR TEXTURED o CEMENTICIOUS - ' FINISH ON C.M.U. 00 °O (TYP.) ED 25 SH 25 SH 5068 SGD F. FL. 16-0" RIDGE VENT -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) 12 ;Z�5 --------------------------------------- -- - - -- 11-011 TEXTURED 2-0 CEMENTICIOUS 10 FINISH ON C.M.U. (TYP.) REAR ELEVATION - Al SCALE: 1 /4"=V-0" RIGHT ELEVATION - Al 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 11300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. —CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA SQ. FT. L3 0 ca CD 2 z N O z� 1 M d N E3 M V) z a o '!lirwmm a) U r1 Cn Y (� w 0 n U � a O w H V) E � o �N 8Ilk Jim U m W T E a 8 Ala U 'o y ¢ ° 10 _ �m N N o� I NN ooN o I w z Z w Q LU ti c, ( z a LU 4j_ w 3 ozoA, a� •�cJ� CpY / C) O � ' ftr tii113t1i To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florda 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. co w co M y¢ zo� 2 U_ Q E o zo zN z® tm o = ° °o O E N �° ¢ ao <o rr dz C C Z Y m� O O Z U) N 'o g o � d oLLLL a N~ mi w 2� > =°x o co v zl< a ° 3 C O N L > �L O ■ — r O U) O Q C U N m � W O r d7 o . _ r It C:)U-) 2 O T r ai oo r M N o M O ai z Z = O N E f6 C d O a fD U J Q 0 N J JOB NO: 19-5897 SCALE: AS NOTED SHEET NO. 3.2 O 0 J n rn L0 N 0 0 0 M 0 N d 1 2„ iv m N 2„ N oo _ CO 1" VARIES *NOTE: FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, In11I DETAIL TO BE 1" 2" OPENING VARIES 2" >� BUILT W/ STUCCO. EDGE OF OPENING 1'-10" `IN ^ _ iv q ih '- N IN M 32' 11" 32" 12' 1" RADIUS 3 1/2" RADIUS 1/2" 3/4" RADIUS 4 1/2" RADIUS 1" 4" 2z„ 12 1 1/2" RADIUS 2 1/2" RADIUS CAP RADIUS 1'-5-4" VARIES VARIES VARIES VARIES BASE T ih _ Mid' r'IN T CD CAP iv 1" 1" 1'-4" - (p N BASE 4° 34" MIV' T T 3„ 4 �`�' � MIV N _ _ r _C N 3" r I I I _ MLCj`r rdly VARIES 12" 1i 2 z rN Za' 4" y • 12' rot 3„ *NOTE: FOAM TO BE USED ONLY WHEN REQUIRED BY d COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE BUILT W/ STUCCO. VARIES 6 OPENING VARIES 2" 2" EDGE OF OPENING 2" � �_ 8" 2" �N 1" 1'-41��`� I O (V W IY 1-1/2" THICK w � 1-1/2" THICK 21„ 4 °"t IN rM 3„ 4 2 ,- 4 L 10l,�M � 3„ CV 10" 6 _ �C) �co T 6„ 2„ 2" N C _ ^M - �4„ �la 00 "IN 3, 1" 2' W Q 1-1/2" THICK 2'-4" 1,�„ 3„ 12 ��1 4 N r�l 22 11 32' M M 52, 1,-5„ 52 , 54" t 3.. �a Q,1' _ 1„ Q 2, 44 VARIES VARIES 4„ 8„ r--------- _ i� i N 00 r io i Rs m VARIES VARIES 1, 3 KEYSTONE F11 b OPTIONAL 4" GARAGE DR. OPENING 4" KEYSTONE F11 00 h OPTIONAL 7�3 L3" 4 T WINDOW OPENING 4" 4" NOTE: • INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 6" 4" - v R4 r a 2 VARIES 2" �o 00 (V 1 " o0 0 `i _ NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 3'-S" 4" 3'-0" 4" 101, 1'-4„ 101. �Sto R ro-, 1 3 1, 14' 1'-6 f 14 - 0 CV 1 12' 54" 2'-1" 1'-12' 54" 711 1'-4" iv 1" CV� 1 M 12, GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) 0 ACRYLIC SAND FINISH L a M z N O 0 0 z z o _! M d N M z o U �cn — fn LL' 0 On 0 Q N �V) = N U w c E— R l c m MID Q .N. N Z gMaZ� W O LLU m = a LU 0 a_ o .� C N O <. Z y M ET - LLIN W N Q M ¢ O ❑ ❑ O N M 00 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. r- M W M U � � Z � J U- E 0 4 Q O w'z ¢p ® ❑a C13 @ X� a< U¢ =OO o OE N U Ko Z ¢� L (6 U3 C - C ¢ U Z Y U "m m O o" z F z a� Qz Cn cn U� 0 z zo zU a NW > ¢g QO Tk - z w x K m o m d o� za _ o, o3 c O .y V ^L, W > > O ■N— L � r O L1. V) O U 00 G I� N O T ■ _ O LO 2 O � r' r � cM N Q o z m Z (� E O �' N C d E U -j Q p C JOB NO: 19-5897 SCALE : AS NOTED SHEET NO. F1 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station cc alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY FEF DUPLEX CONVENIENCE OUTLET PqF DUPLEX OUTLET ABOVE COUNTER I FEFwp WEATHERPROOF DUPLEX OUTLET 1GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET j WALL SWITCH $3 THREE-WAY SWITCH �',4 FOUR-WAY SWITCH jR RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT -� FLUORESCENT LIGHT FIXTURE O EXHAUST FAN ;Ol EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) 5 CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CO CARBON MONOXIDE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) FTq TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. i� THERMOSTAT �]M ELECTRIC METER ELECTRIC PANEL t DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G T J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT POWER CO. INTERSY: BON TERMINATION NEC 14, 250.94—/ 200A INDOOR PANEL CENTER CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. opper to lights & outlets opper to 20 amp ckts copper to WH copper to Dryer i Alu Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. VERIFY METER LOCATION WITH BUILDER MAIN ELECTRICAL PLAN SCALE:1/4"=1'-0" O M � 0 0 z z o J M � N M N z o Q) ( Vi Y W 0 a V y 0 LU N c E Jim U m � W ® lIJ C V =O y � rn J. m 0 14 N N N LM O) ZWg dz wz w = O w U) y cz WW> Z 0, =Q o '0 3 y a mm Z ILL Q N h Q W N "r U OF rn 0 N M 1 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. ti C.0 w Mz2 0SS Z Q � ce E F° o �� » Z" �_ Z 0 oQ_ 0° O E N¢o az O aZ ¢Z >_' to U3 ¢ Z 0y U m 0 a O� Z co W 0 g ZZ O W 00 Q Y Uj a o r9 �Y o r zI¢ o — U c O 0 L > O CI 0 0 Q 0 co C-- ° v /11 m c ~ V W o r 11 o r .rir• 0 pop rn ai t M CV 0 o ccaa Z E ca 0- E U Q p JOB NO: 19-5897 SCALE : AS NOTED SHEET NO. 4.0 V-0" ATTIC VENTILATION CALCULATIONS ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN, of of vented IN. of of ventilation to 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 19.000000 2.000000 Floor 2276 2185 312 1092 78 546 561.0 285.0 276.0 (Zone 1) "NOTE" GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN SCALE: %4"=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806, The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ, FT. Q l— Z N O z " Q M d N N z � a � 0 + fQ W g- o Q .O �N � e = 2 wa � � o m win U w 2 E r...• I I U o I ®0 < � ml � m Z N N b a Mmzo 1 w 6..U 111111 la W K . 1 W V L � z '.Cn N ^y�� 0 a qo� w ' .e7 g C,`}• tt �c,;>, kin `^ co °L q ' s4R3:e 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 0 w CO z Z U Q Eg o � » <� o w z® Da CL 5, a ¢ o O N ruQp o Q �w L (a o - v Z 0y U Nm m O Z '<W J ¢ y z U) cn �? o a o 3 W 3 oz F ~ CD CDw� 6i � F >° CDa C O O y } L ' > O ■� L 1 O �1 W O co ° v o) r 2 O o L0 r 00 ai m T 0 M CV iri rl� o Z Z c E Q E to ns c it L o U a m Q p aci _J JOB NO: 19-5897 SCALE : AS NOTED SHEET NO. 5.0 C C a 58'-8" 37'-8" 6'-0" 8" 5'_2$" 6,-0" 2'-9" 5'-2" 5'-1" 6'-4" 5'-0" -0" It 3 -0 TYP 4. 2'-6" x 2'-6" x 1'-0" A L W/ (3) #5'S E.W. S3 H.B. S3 (V O ............................ r INDICATES FILLED CELL w/ 3000 PROVIDE %z' x 9" iv r PSI CONC. GROUT FROM FT. TO I BEAM W/ (1) #5 REBAR VERT RECESS FOR FRT. DOOR d 31/2" SLOPE _ TOP OF CONC./ PAVER TO BE 4" 4 I v `t in io in STEPS E REQUIRED ; I ABOVE SLAB TYP @ ALL 0,-0„ PLACES SHOWN HOOKED FTG. in BELOW FIN. FLR, ^ 2'-0" 4'-0" 2'-0" `r 6'-0" 1'-10" 5'-2" PER FIELD CONDITIONS I DOWELS 5" EMBED W/ 25" EXT. CIJ ABOVE SLAB "GRADE 40 STEEL" — — + — — — CJ CJ — — — . . . . . . . .. . ... 1- ■ tnla0 TYP PROVIDE z"RECESS I FOR SGD. REFER TO Ir HVAC CHASE I AHU ----------4- 00 o L S3 I MASON'S SLOPE FOR "-1 ( WIDTH �, BASED ON / I LOCATION 71,1 in I I I r� (2) #5 REBAR �3 1/2" I 32'-84" `� - 4'-8$" VERTICALS w/ in FILLED CELL L I 37-52" 21'-24" 5'4" 3'-8"I T-8" I I 2'-1 SLOPE 4'-0" I G ; ; OPT. D I ; in I S3 CJ J I CCJ � I r— — — — — — —94 : - - f =---- _ _ • .. I� _ mist _ CJ .1 t V CO o N ■' -J KITCHEN ISLAND ---'I r I CHASE TO I I I ISLAND ' LOW WALLS o o " I O� I !» II : I J I' S3 12'-6'x2'- : � - o -D.W.j E.W. W/3-#5 E.W. CJ �•----•--- -- b G SINK wI DISP r r `Y' I S3 iv I 2'-6" I a l{ O S3 I j o 3 r 23'-11" 2'-10" 4'-14 { (2) #5 REBAR q { ° K VERTICALS w/ in S3 FILLED CELL C� I CJ CJ CJ I { I r 00 ...... ..................:.... T .... _-.- T :: N I 0'-0 1,.m 0 CP e .. . . . .. . . . . . . . . . . . ' o //�/ I // .... III . M ..... OP .... ..:. :I' .................... . : I :■ � ' // CJ CJ j CJ : ici CJ I .i :...., �............. � .......: - - - - - i - - .. - �--� - - - - - - - -I N 'n / /i / I 11 ih I / I I T 3-1/2" MIN 2500 PSI CONC 0'-0" I / SLAB OVER 6 MIL VISQUEEN VAPOR BARRIER I PSI CONC. SLAB FOR (3000 ; i 1 M HERNANDO COUNTY ONLY) 0 L-------+---- ---- I I� - ----I-- i ---,-- —-------- -+—----------� • . » •• • CN . . , . « . . • . . .. . . . . • . . . . . . . . . . . . . . . . • . 0 NJ H.B. A T-O" S3 '-n" ! ,I, - FOUNDATION PLAN. 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 —'-r—� a •° w z w� CONTROL JOINT DETAIL SCALE: 3/4" = V-0" .• •l I IY #5 CONTINUOUS .�: ' ; ; _•' REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER '' ' BAR ONE FOR EA. '°• ' ' ' HORIZ. REBAR, TYP. U.N.O. ""Alternate: • The reinf. bars shall be •. cont. around comer by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" 0 a M s z N V 00S z o J t+] 2 C. N z U o � _ LL C/i Y _(� w 0 o a c t/'1 � o � � U CO look � �— m E minw ID N N z LN " M z 00.. Lt = L1J > LL o w Z 0,--s C7, H • U) M. JJLE LU To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal, O W CO') M z 9 a Z Q J 1L rce e E o �z �o z > m za ❑ a C:) x 0 OQ U 0 O� Za ru owN Q .L w rO ) C Ym 0U O O, Z oa o g MEN U LL H a � w �k y w _ 1 v zla a 3 C O O ^L, W > > O N O 00-1-% U) O a Y �C 0 U C T fD .� LO I O r r ai 00 T M N o m � 0 vi Z Z E O E m` c n• U -j q p 1 JOB NO: 19-5897 SCALE : AS NOTED SHEET' NO. 6.0 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 1 112" HTA20 1615 1585 10 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1615 1585 10 - 10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 1 455 320 18 - 8d RT3 610 525 8 - 8d X 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1400 1400 10 - 10d X 1 1/2" F HHETA20 2235 10 - 10d x 1 1/2" G H10A 1340 1015 18 - 10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2"& 8-10d H HTT4 3610 3105 5/8" ANCH.118 10dxl-1/2 HTT4 2715 5/8" ANCH. /(20) 10dx1-1/2 J HTT5 4350 3740 5/8" ANCH. / 26 10dx1.1/2" HTT5 3225 5/8" ANCH. /(28)10dx1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HD5B * 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7B * 1 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N LUS26 116511070 ** 1005/915 ** 8 - 10d x 3" JUS26 1115/1060** — 8 - 10d P HUS26 1550/3335 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220 ** 1720/3125 ** 30 - 16d x 3 112" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 1000 860 14 - 10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 1000 860 14 - 10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" U MGT/MUGT 3140 3140 22 - 10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 1 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-10d X 1 1/2" SP1 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 (A) (+ 1 OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6) *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW, FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). (B INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAYBE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. Rt STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR PLY (A) INTERSECTIONS. SPLICING LEDGER TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. ROOF FRAMING PLAN SCALE: %4"=V-0" C� 0 0 M � z N O 0 0 z o d' Q J M � N E3 M N z o a L, y� Vi Y w o w r Nfi, o tl06 � o U d o E allw � o g ml ! = U o U) ® 0 Q m O N �O � N M rn 3k z O LU Z W'-N9'z 151 U) W y � o zaz v a N? ao 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 Flodda 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 Cp w M M ¢2 22S z za LL E zo os® m Q I— 00 x0 a a� 00 ❑U ❑ OQ CV M az o ¢o ww ¢ >_ fD c - z Y U y 0 m0o 01 Z > Z � J 0� �ti N 2 Q .w oLL � go a LO z <0 tiLL r- i1 O � w 91 O CD z¢ 6 01 � C O ^L W > > O L- o T— O O cc � n�' m C W o O/7 /r � Vl ■� 1" 2 O V 1 ,-- r 00 ai r M CV 6i n d z z E O cc c FLU Q p -j JOB NO: 19-5897 SCALE : AS NOTED SHEET NO, 7.0 GENERAL INSTALLATION NOTES 1, Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load <1 .0 Safe vertical load Safe horizontal load GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 01 !Ell NMI 1/0 S Kim Imm. Ki "a 8F44 1 B/1 T 8F40 1 B/1 T 8RF4006/1T 8F321B/1T FORM do GROUT SOUD 77 (V Q o LLJ �U 0 #5 BAR CONT. 8F12-1B/1T V' LINTEL DETAIL SCALE = N.T.S. IN N. F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY J uJ 8-16_ B/1T aZ �o r tNOMINAi. t L QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL HEIGHT MATERIALS c7pri ecasflintels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Rebar per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7132 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5 RAT TOP .(1) ALTERNATE POWERS MIN. (1) REQ'D ° e _—FAR STEEL LINTEL 0 d � a a ° .M.U. #5 REBAR AT TOP e' a MIN. (1) REQ'D 4 1-1/2" CLEAR a e e ° _ D e GROUT r J 0, m a 4 ° 4 C.M.I e 5 REBAR AT L = rn — a 0 BOTTOM OF m z w LINTEL CAVITY o—BOTTOM o it Ci O z REINFORCING ¢ ¢ c7 7-5/8"ACTUAL PROVIDED IN Z LL p w "' D D ' NOMINAL WIDTH LINTEL ¢ C1 0 L6 5 REBAR AT E (VARIES) U) rn X a <o L, <o AS INDICATED Q LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications O 5'-10" LL O O 4'-6" LL 4'-6" LL O 6'4' LL (�) MIN. 17'-4" LL O 5'-10" LL LINTEL PLAN SCALE: %4"=V-0" P a G3t=" co z N o _ co o z a M CL N QE3 M tJ� Z a WV) M 1 ' w o .O � Q w Ln o TS F- O 8milk l' = O N N O M Q Z LU41m Z •'` •'N � `a 'F LL3AA1,14ME q) LU sI{tar 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 engineedng portions of the drawing pages bearing Engineers signature and seal. o Cfl M M w ¢ zz g w Z a —1 w E U3 Q �z g >m aN Q 0 F�� wo z® D ° ZN _ a E z �o Q o �Q aZ WW L (Q C7 C C O 0Y U ym m � O o� Z H 'aW N N fn F z Z W fl_ S 5a n U yE z �3 C70 co- �u cz7� a 00 Z. U � C O O .y d. w� > O O O Q co C N m � � I_ o T r 0). Q 0) _ o T LO O r- Cv r r 0) (.0 00 r M CV d cc Z j O M I,,- O 2 z C t0 a 'a U � Q p C � JOB NO: 19-5897 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 31 ST 2003 CHROMATED COPPER ARSENATE C A- WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED REPLACE A- A Y F THE W U A R S TOCC C. MANY O NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS RE: FBRC R308.4 R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE, 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3, GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2 ITEM1 WALL PERPENDICULAR THE P 3, N S E ENDICULAR TO H LANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL) SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1.1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 1,1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1,2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ed. (2017) AND FLORIDA BUILDING CODE 6th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1, THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1 3.3. ALL ROOF AND F SHOP DRAWINGS ARE T I SIGNED AND SEALED BY A 0 FLOOR TRUSS S O0 BE S G L 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 1.2. 2. UNIT WEIGHT OF REINFORCED CONCRETE: 150P F 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/0 LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2, 3. 1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4• WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED 1N 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 L/480TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES THE SPAN FOR TOTAL LOAD. 3, DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: 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 ILL + ROOF LL TOTAL DL + FLOOR ILL + 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 C-I-P CONCRETE NOT EXPOSED: /„ GROUT FILLED MASONRY: 1 4. 1. 7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 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 L.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 4. 3. 3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. 4. 3. 5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4. 3. & 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 ANSVTPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36136M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131" 10d = 0.148" 12d = , 6d " .14 1 = 0 .162 . 0 8 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED 'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fu = 285 PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4,7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4. 7. 5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4. 7. 7• THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE, 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8. 2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ed. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1: "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of 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 overly r and mortar along the foundation perimeter must be removed be ore exterior soi treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure 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 5-0" 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 16x7 +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 4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 14" 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 / 3 NAIL DISTANCEFROM EDGE SHALL BE . THIS G / S SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. .rat' ACAD N M O O _ O � Q � Cl) � N M o N �, o cvu Y W d n V ® � O V) c E C..) m w � I�- m E all 0 8 V ..., _ , = ®Q Q C" rn. N �N Z_ W � IMP affnJ C/I W W.�, Q Zia L61 e l �c IL ,., o,_ x Z Nf c A l, o 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 w co o Z u !Z E 1= zo o0 w? » Gk ZO oa U fd CL ;= X V U d SOU O Q C)o o � z �% (a 2 O 1- N Zu> ¢ ° Z Z Z O a Q U ¢2 oLL �- �3 a � �I za o3 c CD0 i nL1 W > > O O �-� O ^�1 m v � I� N W U) d- 3 T (o T 2 O r 00 m O iri 0 Z c E O c 0 U q p JOB NO: 19-5897 SCALE : AS NOTED SHEET NO. S N 3 a c x 0 C) 0 00 LO I a 0 0 0 0 J co LO rn a v i c 0 3 H N a a 0 O 0 0 c 0 U 0 0 C-)I N CL N O 0 a U J t N M oo «3 0 0 a rn N co r 0 C7 Cn w m 0 CORNER OF HOME GARAGE SIDE —TJ w J CO co ROOF DIAPHRAGM NAILING SCHEDULE Rinr.F I INF + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + + � + + + + + + + + + + + + + + + + + + + + + + + + ... + + + + + + + + + + + + + + + + + + + 4 + + 6'-0" + 6'-0" + + + + + + + + + + + + + + + + + + + + + + 4 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ +++ +++++++++ + — 15/32" CDX PLYWOOD OR 7/16" OSB \—RIDGE LINE 140 MPH (1.110 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0,012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 314" wood anels or 2 x P 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1 /8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4' wood panel 1-118" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blockinq—, gap 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING y" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side 10'-0" at bearing. TANK -LESS W/H H C G 00 O IV 5'-0" ¢ - c� STUB -OUT FOR 1'-0" o o LO GAS METER 0 o CV z0 • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10 (2) (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 I IRP 3" (10d) nails at 6" o-r.. Provide adequate bearing for each lapped joist. 10d nails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES p (KNOCKOUT EXEMPTS) (see table below) p \=T= (see table below) DO NOT cut, notch or drill flanges FILL CELL STD. 90° HOOK BOND BEAM III cn w EE C> STD. 90° CONT. #5 BAR HOOK C'LI_T� BOND BEAM STEP CONT. #5 BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8"min. Small 2" min. 2" m x ) gap a • 4 max. 4 Clinch nails when possible f 1 Tight fit �Ei� 2x4/Plywood/OSB web stiffener required when indicated or - Hangers with side nailing. - Hangers with sides not containing top flange of joist. - Birdsmouth cuts. - Under 2nd floor column w/ loads 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 Load bearing wall must stack over blocking and wall or beam below.* Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration.— 6 A 1y" ROUND HOLE MAY In 6" 6"^ BE CUT ANYWHERE IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" NOTES: DO NOT CUT HOLES LARGER THAN 1)/2"ROUND IN CANTILEVERS. 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. 1Y" 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 2" 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. �When joists meet over wall, provide 1 3/4" minimum bearing for each. 2" min. 4" max. WEB STIFFENER N.T.S. Web Stiffener Fastener Schedule Joist Bearin Location Series I Depth I End Intermediate BCI5000S 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d - BCI 6000s® BCI6500s(T 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60e 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 SIMPS( w/ (22) NAILS 1 5/81 THRU BOLT SIMPS( w/(22) NAILS 1 R TRUSS OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION Joist kJoist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Jc Backer block (12" wide min.) Nail with 10-10d nails. \nstall tight to top flange. \ - 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 7. 0.6 X Joist " depth I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM--/ SEE PLAN FOR °• ° . • FOUNDATION INFO a, a STEM FOUNDATION GRADE .a A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION REINF. SEE PLAN (2) #5 REBAR TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A ° ° (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE nl nC \ 1117—MTln A 1 T11 111-11 1 1-'A IM PVC OR SCH40 SLEEVE TOP (2) #5's x 4'-0" CENETERED @PIPE PENETRATION PLUMBING LINE a ° d a z • c � a SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE d a' a Aa. A 4d ea G ° 4 — I-1 I I I I a —III II T� T .a SEE FND. PLN. SIZE & REINF. ® Q 0 (1� 7 (D (D z N O 0 0 z E J th M —o T Gn Y 0 W o X U 00 w� F— [9 E O mI = :I' c N ® U • CIO `C �m N N p} f0 N wz W o � tt6dffR pry �" ' " � -- W N a w ` Q LY a �Z y— p. ?O �e ��`� �• UIE O F co 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. r_ o M Ch i z o S w Z E O z wti oa I— ni O E �o U 04 ap SOCL O� dz N d L ¢�¢ -0w Q U m z • (6 ::3 (n C - N y U " m O O, 2 'z J 7 �� o 0 � s� ZZ no a mw W > �� ao =k F_ Will! CD' C.0 5- 8 a 3 •2 C)> d. ^L, W > O •� L T 0 U) C) Q � � � v N Al Ei W C: Cn T c �/�� �.1 J T— 2 O 00 C r CD cca T M CV rri I o ? z c 'a E III:=)co E m IL o U J Q p act J JOB NO: 19-5897 SCALE : AS NOTED SHEET NO. SN 1 FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TY P.) VARIES 7�r 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (1) ROW 2x BLOCKING @ MID (12)10d NAILS 2x#2 SPF STUDS HGT. FOR WALL HGT. <_ 8'-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS SHEATHING REQ'D. FOR ALL - T�� 16d TOENAILS T & B FOR WALL HGT. > 8'-6". EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z SHEATHING W/ 8d COMMON NAILS @ APPLICABLE. d 4" O.C. @ BOUNDARIES, 6" O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & •� SLAB & BLOCK @ 6" MAX FROM END OF 2 x PLATE E 5/8"° x 10" "J" BOLT @ 24" O.C. W/ (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1,4 `---4 f 2"°x3/16" PLATE WASHER (TYP.) UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH `o °' ELEV. 0'- 0" (ALT: 1/2"x12"TITEN HD @ 24" O.C. ° ° �a OR 5/8"x0' WEDGE ANCHOR @ 24" (2) LAYERS TYPE I OR TYPE II A. F. 0.C.) 2"- PITCH > 4:12° �� =1 I I-iI I I1III I1--11I1II I I =ITII �1 t I-iII I I' 1 11=1I II �I-1 I►=II 1I 1=1 IH'I I ' o a s 4aa 1/2o - 31/-2"MIN. ° az ICI 4m`ri (#15 0R #30) UNDERLAYMENT ELEV. 0-3 FOR ROOF PITCH 4:12 OR LESS. I - a s a.F.F. o0 PRE ENGINEERED WOOD - 2x4 coNT.LL ° a TRUSS @ 24 O.C. U.N.O. 0031/2„(min41f HURRICANE ANCHOR @ EACH = GARAGE DEPTH VARIES TRUSS (SEE UPLIFT SCHED.) W/ I I=) I= ° ° ' a METAL PL, UNDER EA. TRUSS tr MOISTURE BARRIER d ° � e 41I ,�,i111i, TYPICAL INTERIOR BEARING (2)#5CONT . SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG GARAGE SLAB AT STEP B TYPICAL BEARING WALL a NAILING ING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 "SHEAR WALL" ELEV. VARIES FOR ADDITIONAL SLAB - - - - - INFORMATION. 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM \12'N.O. 2x SUB FASCIA ABOVE) W/DRYWALL EE SOFFIT SCREWS @ 7" O.C. SHEET CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL U.N.O. CELLS (SEE FOUNDATION PLAN 1x4 P.T. BASE NAILER FOR LOCATIONS) 4"x4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONIC, SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER N TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 W �- NOTE:EXTEND WlAXW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE 00 M _-! -- - [ y1►t 6 MIL VAPOR_ BARRIER ; `r 4 t COMP. SOIL. T ° (COMPACTED TO 95% - -_�_ _ MODIFIED PROCTOR I ASTM D1557) 7 3" MIN. CLR. (2) #5 REBAR CONT. 11'4' (1 STORY) STD. 90 HOOK (SEE N CHAIRS TYP. U.N.O.4" V-8" (2 STORY) DETAIL) ) TYPICAL WALL SECTION rT� SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS O.H.D. RECESS �. z -M -I LI_ I T III�TI R . 4,l I -III__ SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION, �r TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW TOP PLATE STUD BELOW 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. (12)10d NAILS U.N.O. (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 HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6". INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE 6 x 6 W1.4 x W1.4 INCLUDE THE WALL 6 x 6 W1.4 x W1.4 ATTACHMENTS 2" WWF OR FIBERMESH \ WWF OR FIBERMESH �31/2"MIN. I I I 1-I I I, ; I'3 1/2"(min.)- 4" _ ° _III-1 I ITI I_h � 1(2"(min.) _ / _ _ _ ,A,::, -I -III-I i 1- - -, - � ° � �• - I -III -I I =1 I 1 I I ( I1==I I= I I all -I I -_III' _ _ III -I I -(I r =1 I �I I I I III- I -I I �I I I I 8„ (2) #5 CONT. MIN. rC ` U.N.O. I MIN. D SHEARWALL � TYPICAL BEARING WALL @ STEPrc-c-�' SCALE:3/4"=V-0" \ S3 J I SCALE:3/4"=V-0" � S3 r os�c�R 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2 STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C LOAD BEARING OR x 0 N�1 ROW 2x BLOCKING MID HGT. INSULATION PER FBC AND ENERGY c0 O @ EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' NOTE: FOR WALL HGT. s 8'-6". (2) APPLICATION ROWS 2x BLOCKING @ 3rd PTS 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @THIRD POINTS SEE SECTION C/S3 FOR 7 FOR WALL HGT. > 8'-6". #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION SEE CC/S3 OR cdi LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @GARAGE G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8"THICK EACH. CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. 5/8"x6'"'J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" (10)10d NAILS BOLT INFO. 3RD LAYER 1/8" THICK. K.O. BLOCK 5/8"DIA. EXPANSION BOLT 24 " O.C. (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL @ 5/8" x 6"EPDXY BOLT OR SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD X SPACE ANCHOR 2x P.T. PLATE W/ 7 EMBEDMENT (MIN. SMEAR WALL SEE GG/S3) MIN. 2500 PSI CONCRETE SLAB W/ 3500#, MIN. TENSION 2600#) SIMPSON SP1 (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP) BOLTS 6 MAX FROM 6 x 6 W1.4 x W1.4 E 2X PT PLATE #5 REINFORCING " SPACED EVENLY 04 FIBERMESH w/ (10)10d NAILS - PER MFR INSTRUCTIONS WEEP SCREED INSTALLED BAR w END OF 2" x PLATE WWF OR FIBERMESH r = TYP. 2x P.T. PLATE c o p ° H -�4`4 . IASSUMED FINISHED #3 OR #4 REINFORCING BAR GRADE cal d ' ° ' ° Z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi � 1, 751 T [GRADE 60 MIN. Fy= 60ksi] z ° ° FINISH GRADE 25" MIN. LAP [30" MIN. La. AP] ° I -III I I 1=I I I D III 1 I I --I 11=I ((-' MONO OR STEMWALL=1 I I=I I I - g 1-III1 I IIIII I I I I I I=III=1 r. FOOTING MONO SHOWN p D °o - W �- ° _ FOR CLARITY ° D _ _ _ _ co 6 MIL VAPOR BARRIER=111 i ;. ° I I-III=f I=III=_ r R 1 7/8" �' ((=I I=1 I I I' III -III -III -III #5 REINFORCING BAR -' I I i I 1=1 11-I 11=I I III=I I 11 I I- ° p o ° II II I I I I I IIIII I IIIII I Ii l l I I I z ' _, I I I II I IIIII I' II III; #5 LAP SPLICE (2) #5 ColvT. =III I I=) I I, I IEE I I i t NOTE: ° I -III -III III-III=III 11 III ° II-III=III- 8 1 III-1 III -III -I I= N COMP. SOIL. COMPACTED TO *FOR BEARING WALL I=III � I= � 1=) i t W/ UPLIFT ONLY _ _ _ _ - - _ - - -_ -i 95% MODIFIED PROCTOR ASTM1=11I=III 11=1=1 11=1 11=1 11=1 11=III=III=III=III-III=III-III=III=11=III D 1557)III, , I I I, , I I I, , I_TI- I -I I -I 11=1 I III III -I 11=I 11=1 11=1 I III -I i I I I=' 4" V 4" FRAME WALL TO C.M.U. WALL CONNECTION ( D� TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" ° ° GRADE 00 - _ - - =(1) #5'REBAR w/ OPT. 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS CV ' r A M M • �_•�' .4' y • ' r4 II- 'T_I=III .�.a. •.,'.::�. -II 111 F;II- T SEE A/s3 OR J/s6 I I 11=I I I,;, I I, 1111- FOR REINF. INFO. 3" MIN. CLEARANCE 14(1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. 1,, S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=V-0" P.T. 2x 1/2" GYP. BD. 2" HOLD GYP. BD. 1/2" FROM SLAB 0� 1_0 J CONT. BEAD SEALANT V a ¢ INTERIOR °Q a a -3 1/2" CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB _ as Q T '�. I C - M 6 MIL VAPOR- '= 11=1 1=1 1I- BARRIER -III-I I -1 I -III=1 I I=1 LI- 1111_II III„III711' 41- 4" INTERIOR WALL SLAB STEP NON-BRG. K. SCALE:3/4"=V-0" S3 IRS 36" MIN. LAP [36"MIN. LAP] ON 3" CHA$" 11-4" 8" (TYP.) 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF'�� WALL W/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" �,13 SEE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN S.G.D. (U.N.O.) AT 24" O.C. MAX. FOR TRUSS ° - SEE PLAN FOR x " CONNECTION INFO TOP OF BEAM & LAYOUT DESIGN SEE ROOF PLAN _ - _ _ -° a : °. a . a (1 J-t-tlt T FOR STRUCTURAL r I I=1 I I-III-t 11=1I1I I a (2) HTS20 _ _ - BEAM SIZE & N ' CONNECTION INFO r = ' 8 I 2x4 #2 SYP P.T. FRAMING w/ -I I V I I I I hI I I-11 MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 �-4' 8 z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL w 6x6 P.T. #2 SYP SLAB INFORMATION s J W w ABU66 SLAB STEP & RECESS S.G.D. rM SCALE:3l4"=1'-0" S3 2X STUDS @ 24" O.C. U.N.O. GARAGE SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" O.C. MASONRY WALL AND PAD FOOTING 1/2" GYPSUM WALLBOARD U.N.O. W/ DREND YWALL SCREWS @ 8"O.C. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL .-. FILL CELLS ci TO FOUNDATION PAD _E !6 INSULATION PER CHART ON FLOOR PLAN SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN CONT. FOOTING STEEL MAT REINFORCING. t! ' M CONT. BEAD SEALANT E 6 x 6 W1:4 x W1.4 c., WWF OR FIBERMESH M d d a A d r, w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER 00 t7LU Z 1= a w IL 00UL v GRADE _ a - - 4 _ 1 1 1- a d� I -III - 1-III-III- L III=1 - I I -III-I 1= z �I I=ll 1 a a 11 COMMUNITY SPECS � - - Z, a U-0" FIN. FLR.� 11=1 =1 1=1 1=1 1=1 =1 1=11 _' FOOTING III III-III-III=III-III III=1 I -III - II,; IIIIiIIIIIiIIIl1I ,,11=III-III- BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE ` a sEEFOUNDATION (SEE SCHEDULE) FOOTING WIDTH CONC. PAD INFO. v\ SEE SCHEDULE TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL KN SCALE: 3/4"= i'-0" \IlIAA�,Ililll SCALE: N.T.S. ��3�__, f e� c� M M N O z z c Q `c M � N sD O OJ LL -J V9 Y Il/ W 0 V � OLL, ° � IV, 0�: o v , wa Cov W m `- TM e O 8min z (' z � ` 0-1 `z� m gzz8���gg ���1z- N Z' M o # vrs w. U) LY.. Qfi 0W Z Q '" rt _M a'o 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. o co W Cn U- ti Z Z a o o wz Z© oa I - o E x OU 0 0 0 z N L az wo In ¢ ❑ aw W 0 Y 9 0 z w a=i J v r w o z z ao U ao yo k g aLL w� �3 �° CC) zIQ a OU 2O 0 > d' ^L� W O m 0 U U n1 m = O h _ d, T C13 r 2 O 000 0 '- ui M T M N QG o Z Z y E QS C a U � q p 0) JOB NO: 19-5897 SCALE : AS NOTED SHEET NO. S3 (MONO) 3 _ O 0 0 z 00 LO i rn -v 'x 0 0 J r` 00 LO c i c 1) a O i G. E rU O v i LZ o c> 0 U -1 O Ex. a 0 0 0 tz rn N 0 00 0 0 0 W m v (2) 2x6 OR (2) 2x8 TOP PLATE SEE WENT OR 2ND FLOOR PLAN 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE 3/4" FURRING STRIPS SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD CONNECTION SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS 2x DEAD WOOD @ MID FOR CLEAN -OUT @ 8" O.C. OR 4d POINT w/ (3)12d DRYWALL NAILS MIN. EXTENSION FROM J 12 \FYp) SEE ELEV. ISIMPSON SP2 w/ (12)10d NAILS AT EACH STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE ❑ 7 5/8" 8" DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK ❑ STEEL AND GROUT ❑ ❑ PLATE EVENLY WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR INTERIOR ❑ ❑ ❑ HEADER FLUSH TO OUTSIDE OPTION WALL FACE OF BLOCK WALL IS 21/4"' 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE SCALE: N.T.S. \ S4 / SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3)10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3)10d NAILS BLOCKING (TYP.) --ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. TO DRAIN CL DOOR OPENING DOOR OPENING EXTERIOR —/ ❑ WALL CLEAN -OUT A WALL ❑ ❑ ❑ SCALE: N.T.S. S4 ❑Eil ❑ 1ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRYLAYOUT SCALE: N.T.S. D S4. TYPICAL SECTION THRU WINDOW rC S(� KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/(1)#5 FOR CONCRETE PLACEMENT J d a41 d 11 11 0 G a d a a a 81STD. 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: 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O 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 SCRAP MATERIAL BLOCK WALL ABOVE. MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE J J r > T O FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER CONNECTION ASSEMBLY ..:. GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. d 8 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. sF�,o/NOOIti �N 2x CRIPPLES @ -� 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" -� O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS 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"x10" OR i. GREATER HEADER 1 1—(2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W! (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. OD 0,4 { SIMPSON HTT4 TYP. Op U.N.O. SEE NIS4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. �'SL� GE SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. r� TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 12 (TYP') SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED SIMSON SP2 w/ (12)10d NAILLS AT EACH STUD USS BOTTOM CHORD OR 2x4 EBLOCKINGW/ 2-16d TOE NAILS 1/2" EXTERIOR GRADE SHEATHING EACH END FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" 0/C EDGES & 8" BLOCKING ( ) v 0/C FIELD � z � 2x TOP PLATE V2-16d 2X4 PT STUDS @ 16"O.C. NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = _ = CHORD OR BLOCKING SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT • L O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P,T. PLATE FEQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK TYPICAL INTERIOR NON- ALT. KNEEWALL ABOVE MASONRY WALL DETAIL E S SIMPSON SP4 2X TOP PLATE OVERLAPPING 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 A8„SPLICE STAGGERED 10d @ 8" O/C ATTACH ALL EXTERIOR STUDS W/ 4 16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON C SIMPSON SP4 SP2 P.T. ATE TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSC SP4 —10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE BEARING WOOD FRAME WALL ,J 4, SCALE: N.T.S. 54 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° e ° • HTT4 wl (18)10d NAILS (3610# SPF) ° o HTT5 w/ (26)10d NAILS (4670# SPF) o ° • DTT2Z w/ (8)1!4" x 1 1l2"SDS (1835#SPF) ° o ° • HDU2-SDS2.5 w/ (6)1/4" x 21/2"SDS (2215# SPF) ° ° • HDU4-SDS2.5 w/ (10)1/4" x 21/2"SDS (3285#SPF) _. • HDU5-SDS2.5 wl (14)1/4" x 21/2"SDS (4065# SPF) • HDU8-SDS2.5 w/ (20)1/4" x 2112"SDS (5665#SPF) • HDU11-SDS2.5 wl (30)1/4" x 21/2"SDS (6865#SPF) • 5/8" DIA, x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT W/ WASHER &NUT 9 FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT wl 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 d 2X8 P.T. BOTTOM P ATE C 5/8"x10" "J" BOLT @ 24" O.C. MAX. B SIMPSON SIMPSON C (MIN. (2) PER BOTTOM PLATE) SP4 SP2 SIMPSON C FFSP4 • -NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 rSP4 a 2X8 P.T. BOTTOM PLATE D 5/8"xl0" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD 0/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY SCALE: N.T.S. G 00 z z 4 M d N M z N o �_ u- Cz '41 T fn Y 0— W g o a w �( a ws (a � U m LU m — O 8 ul o c rn 0 • ® 0 N N % Z W M W :_"_ W � � �'� Z0:fc y o E ♦) N 1 O Z Vi.�. m �, 5p rn. �.-N 4ti w"%A WL W L) . 00 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. co a w 0! M co z o z Z __j0 U- c E =o oo >m Q s m- 0 U ga '640 w X OU Z® oa w� D °U Z10 N <�°� wo Q z w? 2 L B z a o y U m O O z Tz z J 0 z u� Q a O. U NF aF =p >_ a mjCDw C '13' Z4 OUP c O 0 .N > C) •— L r O .-. O 0 _ W O T cc 00 0 O LO T� 2 O roo N r r ai CD I T M N d E = C)Z E O (0, C c d U � Q p -j JOB NO : 19-5897 SCALE : AS NOTED SHEET NO. S4 SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS BACKNAIL w/ (2) 16d NAILS SIMPSON H10A w/ (18) SIMPSON SP4 w/ 6 10d x TOENAIL W/ (2)16d NAILS SIMPSON H10A w/ (18) ( ) NAILING SCHEDULE FOR 10d x 1 12" AT EA. 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. 2x4' SEE STRUCTURAL NOTES 1 12 AT EA STUD (USE BACKNAIL w/ (2)16d NAILS SIMPSON H10A w/ (18) SHEATHING DETAIL OUTLOOKER OUTLOOKER SP6 FOR 2x6 WALL USE 10d 1 12" AT EA @ 24" O.C. NAILING SCHEDULE FOR OU I LOOKER AND NAILING SCHEDULE °� 24" O.C. TOP CHORD SHEATHING DETAIL FOR SHEATHING DETAIL BLOCKING FOR :• •�• FIRST FOUR ROWS OF 45° t 24" MAX. TOP CORD BLOCKING 45°f 2X4 CONT"L" BRACE TOP CORD BLOCKING TRUSSES @ SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2)10d 3" FOR FIRST FOUR ROWS EDGES OF 2x4 CROSSBRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" 0/C. CMID HEIGHT OF TRUSSES @ EDGES SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF 72X4KER OF SHEATHING TYPICAL TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2x8 SYP#2 "L" BRACE TO 48" O.C. EACH JOINT W/ (3) 10d C. EXTEND AT LEAST 90% OF MAX. & (2)10d TOE NAILS @ AT LEAST 90% OF WEB 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) - - - - - - -j SIMPSON HGAM10KTA W/ (4)1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4) 1 /4"x2 3/4" TITEN TO CMU 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT H2.5A w/ (10) 8d • SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROMLSIMPSON FROM LEDGER TO 7/16" OSB SHEATHING & (2)10d TOE NAILS @ '• BLOCKING ATTACHED W/ 10d EA. END NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 10dX3" 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 112" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS 10d NAILS 6" O.C. INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ @ EDGES AND 12" O.C. FIELD 2x4 PANEL BLOCKING @ 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) � O.C. FOR THE FIRST (4) FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE ROWS OF TRUSSES FRO @ 48" O.C. 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED EA. END TYP. TOP & MOISTURE BARRIER BOTTOM ATTACHED w/ (2 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. 16d TOENAILS PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 10dx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4)1/4"x21/4" TITEN @ 4'-0" O/C ALIGNED WITH 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"x2 1/4" SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE SIMPSON H10A w/ (18) BACKNAIL W/ (2 16d NAILS SP8 FOR 2x8 WALL) SEE STRUCTURAL NOTES x OUTLOOKER AND NAILING SCHEDULE \ \ 2x4 OUTLOOKER FOR SHEATHIN DETAIL O/C 2x4 OUTLOOKER @ 24" TOP CORD O.C. (OPTIONAL - SEE 4" MAX. BLOCKING FOR ELEVATIONS) FIRST FOUR ROWS DOUBLE TOP PLATE PATLEAST OF TRUSSES @ 2x4 CROSS BRACE APPROX. 8" 2"x4"CROSS BRACE EDGES OF FROM RIDGE FASTENED AT APPROX. 8" FROM SHEATHING TYP, EACH JOINT W/ (2)10d & (2) 10d RIDGE FASTENED AT CE TO EXTEND TOE NAILS @ EA. END EACH JOINT W/ (2) 90% OF WEB 10d & (2)10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7116" @ 48" O/C FOR THE (2)16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD (2 (2) 16d NAILS BOTTOM ATTACHED 48" BLOCKING W/ (2) 16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH M 2x4 "T" ON TOP OF PANEL 10dx3" @ 4" 0/C BLOCKING, FASTEN WITH SIMPSON HGA10KT w/ (4)1/4"x1 1/2" 10dx3" @ 4" O/C SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12)10d 2x4 LEDGER (MATCH BOTTOM NAILS AT EACH STUD CHORD SLOPE OF ADJACENT DBL. TOP PLATE TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. �S5 SCALE: N.T.S. S5 REFER TO DETAIL J ) 10d x 1 12" AT EA. 2x4 OUTLOOKER ON SHEET S5 FOR r SEE STRUCTURAL OUTLOOKER @ 24" O/C X-BRACING, AND TOP N "' "' x NOTES AND NAILING TOP CORD CHORD BLOCKING N - SCHEDULE FOR BLOCKING FOR INFORMATION `° 00 °° SHEATHING DETAILV(2)16d FIRST FOUR ROWS OF TRUSSES @ Ill. ' 1/ 2"x4" CROSS BRACE24" MAX. EDGES OF WOOD TRUSSES 6000 APPROX. 8" FROMSHEATHING TYP. RIDGE FASTENED AT"L" BRACE TO EXTEND •2x4 RAT RUN BRACING EACH JOINT W/ (2)AT LEAST 90% OF WEB AT 24" O.C. ON TOP OF 1 1 2 1 1 2 10d & (2) 10d TOELENGTH (SEE TABLE) BOTT. CHORD FOR 4 /� NAILS @ EA. ENDGABLE TRUSS TRUSS SPANS `l��ll� ATTACHED W/ 2 -16d (((��� a 2x4 PANEL BLOCKING1/2" CDX PLYWOOD OR 7/16" AT EA. TRUSS JOINT @ 48" O/C FOR THE OSB SHEATHING ATTACHED (2) 2' x 4 LAMINATIONS W! (1) ROW (3) 2 x 4" LAMINATIONS W/ (1) ROW (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF FIRST (4) ROWS OF W/ 10d NAILS @ 6 O.C. OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS E ES AND 12" O.C. FIELD 2x4 BLOCKING @ 24" D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2" OR EQUAL TRUSSES FROM EA. ( ) (D = 0.207 , L = 41/2) OR EQUAL O/C w/ (2) 16d END TYP. TOP & JACK TRUSS TOENAILS @ EA. END NOTES: BOTTOM ATTACHED SEE PLAN FOR 11 ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2) 16d TOENAILS CONNECTION MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) -ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL 2x4 "T" ON TOP OF PANEL 2 L OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 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" 0/C (2) 12d TOENAILS EXT. WALL CONN. COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON —LOAD BEARI G LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS 8 SECTION g — ADDITIONAL INFORMATION. SCALE: N.T.S. 55 SCALE: N.T.S. S5 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)10d PER JOINT IINIMUM 2x OVERLAP TRUSS BRACING ;ROSS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 3EE PLAN FOR WOOD TRUSSES OCATIONS) 10dx3" O/C TOENAIL 6" O/C RUNNERS W/ (2)16d TYPICAL (2)16d PER NAILS JOINT t- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rT� SCALE: N.T.S. S5 ALTERNATE NON —DROP GABLE END DETAIL SCALE: N.T.S. 1 GABLE TRUSS �J "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE 6.9 AND LOCATION) MAX. S5 1 ° . 11 ° , . _ II . a _ ` II d _ ° rill - \1 I al 1. . II d ` - 1� _ ° � a d , °11 ° d "II . , e ° . 1f jj° d as `-CONT. BEARING GABLE END BRACING DETAIL 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) a 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)10d WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) z w BRACING w/ (3)10dx 3" AT • EACH CONN. @ 24" O/C SIMPSON HGAM10KTA w/ (4) MOISTURE BARRIER 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"x2 3/4" BOND BEAM TITEN TO CMU nt-- MASONRY WALL 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C— TYPICAL GABLE TRUSS WEB -J SINGLE "L" BRACING DETAILS 6 SCALE: N.T.S. 5/ DIAPHRAGM BLOCKING @ 48" O/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 20'-0" MAX "X" BRACE SEE DET. J/S5 n r- CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. klq �'�1■1 1 ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. 0 NON — LOAD BEARING LOCATION (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.0.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-0" - 6'-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SIDS SCREWS TO PLATES (TYP.) GABLE TRUSS \—STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS W/ DROP _CEILING BRACING DETAIL /TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION a M M N M z o z o z a s. J M d O M U) Z c4 �DCA Y LL, g o a w u m m t— m E s V'`.. _ o =. U o CO ■ ®0 a 0 Sm N N MO � ik w 9-2 w `4`-pf, 1 �Q W:. Nla Q � <t 00 a 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 co w W M Z 00 Zz Q J U_ O- E o z o o O » ¢N Z ou '6 C U Q o 0 O 0 C � C CDWO L i <a �Z rW W U) c� 0< oo 10 o& }Z N J U) �� �W z m 5o C Q T U p u 0 a - W W o oz w� �3 >° co W zza M a ti 03 C O a nL` W % > 0 0 0 �.\ 0 co U 'r-CN 0 U W T o ■ T L0 ':T CD = O T r ui rn T CY) N o M z 0 vi n EE Q a`ni z m G c JOB NO: 19-5897 SCALE : AS NOTED SHEET NO. S5 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL F UNACCEPTABLE INSTALLTION DOOR JAMB (REFER TO PRODUCT P.T. TO PRODUCT TO PRODUCT APPROVAL FOR CONN. MAX PROPER INSTALLATION 8„ DO NOT DO THIS ' 2"x BOT. PLATE W/ (2)10d @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR CONN. 1 X 4 ` #5 REBAR (TYP,) 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO ix4 P.T. 3-1/4" LONG X 3/16"0 FURRING 3/16"� X 3" LONG FURRING 2 ROWS 3/16" x FURRING #5 REBAR AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12' O.C. FIELD 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCONS TAPCON 16" .C. & 4" O.C.& STAGGERED 16" LiX8 (TYP) BLOCK@ SPACING „ DETAIL @ 1x8 P.T. FROM EACH END w/ MIN. O.C. 2-ROWS INTO 2 EDGE DIST. ATTACH PER MANUFACTURE MASONRY THROUGH „ 1-1 /2 DETAIL 1 x8 w/ (2) ROWS 8d NALS �� DETAIL STD. 90' ` 0 D. 90 HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. BOTH FILL SOLID S HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. TO PRODUCT METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL 11L 0/a P]7/ L NOTE: EACH END W/ MIN, APPROVAL FOR CONN. TO PRODUCT 1x4 LAP SHEATHING TO DOOR JAMB (REFER 2" EDGE DIST. TO PRODUCT APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3116" I ` BOTTOM OF BAND JOIST TYPICAL APPROVAL FOR CONN. x 3-1/2" TAPCON @ 16" (2) ROWS 3/16" x 3-1/2 O.C. & 4" FROM EACH 1x4 — J TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ FURRINGSIMPSON +2� ' - NOTC @ FIRST COURSE HGAMIOKTA 12" O.C. @ w/ (4)1/4xl 1/2" SIDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 1063" 2x8 ` INTO BAND JOIST & (4)1/4"x2 3/4" 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.C. 3-1 /4" DETAIL t5^ NOTCH WEB AT THE FIRST 2 COURSES ` TITEN INTO K.O. BLOCK BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION (HN� RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4"MIN. A -A =1610 # FOR 2 STRAPS FILL 1st 4 COURSES EMBEDMENT INTO BLK.) 114" MAX SOLID W/GROUT / 2'-V" tt pp 8" 1 PLY PRE-ENGINEERED TRUSS R . 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS • BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT wl (4)1/4"x1 1/2" SDS 1/2" DRYWALL * TRUSS P LSIMPSON ISC2 Y I S(TAL GT2(IF w/ (16) 16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) ;, �: •: 2 x 8 45^ DIAGONAL (4)10d NAILS LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/ INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 BUILT UP PLWD. BUCK ARCH PANEL CUT HB. FOR POLYS AREA 7OFWALL) 2 X 8 45 DI'AAGONAL BRACE AT EA. CONTACT ENGINEER OF RECORD FOR OR FURTHER INSTRUCTIONS. '•'. ' '•; '� ' .: (NOTCH) SCRIBE NOTCH FACE OF ARCH W/ (3) 10d NAILS • �.� BACKSIDE TO FIT ARCH (4INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL OVERHAN : �` . ; .. ;.+ CONNECT W/ 8d NAILS B. N.T.S. • '' ;:. 2 x 4 SOLID BLKG. (FULL ALL) BTWN. OSB INSTALL WDW. SCREW ANCHOR ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER INSTALLATION DETAILS A 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO Z-6" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED W/ 3 #6 X 4'Y2" WOOD ) () * DOUBLE 2x4 SCAB FOR Z-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3(4" - NO REPAIR REO'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL ( NAILS ARCH DETAIL 4' MAX. RAD. USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ xO�ERygN TO TRU SOP CHO D MIN. 4" EMBEDMENT AT 16" O.C. (F N 11-011 51-011 SCALE: N.T.S. SS 12 + + c'TN PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS ° WITH 1/4" x 31/4" TAPCON (1 1/4"MIN. g_g ROOF SHEATHING ATTACHED + REQUIRED > � o � EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL TO SUPPORT ° P /4" MAX 2'-0" 8" TRUSS + SOFFIT ° p a o #5 BAR BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON + CENTERED W/ BLKG. &BUCK 2X6 TO 2X4 H2.5A w/ (10) 2X4 SYP . s o ° °� IN TOP o 1 X 4 FURRING 8d NAILS EACH TRUSS o KNOCKOUT / z� _ CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 8 DIAG. BRACE B 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ (3) CONNECTOR s� MONO FOOTING x SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SEE LINTEL7:7 ° AND SECTION DETAILS -I BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BYJ SCHED. LEAVE A CUT OUT IN O.S.B. ON TI MIN. OF START OF TRUSS COMPANY OR 2x4 -� ° � 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT CLEAN FILL D ° DIRT Z TO BE INSTALLED g BUILT UP PLWD. BUCK- 4'-0" MAX SEE PLAN PRECAST LINTEL zi °. STANDARD " SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. MATCH TRUSS DEPTH ( SEE ELEVATION #5 BAR IN ° 99 HOOK TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4W WOOD FOR OVER HANG - v - FILLED CELL- 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL 4' MAX. RAD. WALL USE (2)1/4" X 31/2" TAPCONS AT 16" - INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. ANCHOR INTO ARCH BLKG. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-g ARCH DETAIL K SECTION @ ENTRY L SECTION @ ROOF EXTENSION M REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" =1'-0" SS SCALE: 3/4" =1'-0" SS SECTION DETAILS SCALE: 3/4" =1'-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"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 x 1 SIMPSON2" 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) - NAILHTT4 U S & (1) E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS PER ANCHOR 9 ga. PANEL ) (1) #5 BARS CONT. OCCURSIX 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 0 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 & U) ¢ FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP 3" MIN. EDGE DISTANCE �- I' I NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° p 2A THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL o ; t w REINFORCING AS FOLLOWS: * SEALANT u IL I I =L�LL PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. c —n-1 I I Q I— PRESS PANEL REINFORCING INTO PLACE. ' '1_TI— 0 z. #5x6 EMBEDDED INTO * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL 6"MIN. LAP SPLICE W/ REINFORCING PANEL — —� r Q EXISTING FOOTING (2) #5x6 IN CONC. SMOOTH. DO NO FURROW. ° .; I I 1 �r �I cn N FILLED CELL DRILL 3/4 x5 MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANELREINFORCING - DO NOT — - I(111 GRADE o, u ��- . SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6 MIN. LAP p . n ` \ G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE Q REMAIN FREE OF MORTAR. NOTE: M z \ \ H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r g 0 t> ` TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° ��a 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ' (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE 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. j SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. _ SCALE: 3/4 - 1-0 _ 1 , SCALE: 3/4„- -0' FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T,S. INSTALLATION OF GLASS BLOCK. � a 0 Zo z o J ch N o LL U) Y o Q „ , � to �_ c E N 2 — o U °' 2 E 0 8 _ v U . `Z m o • m I N N t( p U1 �W .. _ _m o ., o.LLM ` � W��� C� \0 V �'�� Q_ °» J « `1la, ROFE 4��_5 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. r_ c �W Mw M ¢ o z zQ LL `E zo Woo yT ooa E° _ ro B a� wm o° o o � O E N U% wz ¢ a ww w L ' to C:U o Y "m o O Z z co m ¢W cf) F p zz d O W soz W w� =3 (Do >° NJa o V z¢ 0o3 0 O ^L, W > O o O Cn O Q u C - N 0 U N 3 r O � co� ._ o _O Ln � It Ioo N ,- r o E c 3 O n Z z E O u E C cc a. U � ¢ p JOB NO : 19-5897 SCALE : AS NOTED SHEET NO. SS -o 9 v 0 0 O P n9 000 I x a n > 0 S J n 00 LO u7 I a� a� v 's rn 0 Q rn 0 i o. E H E 0 v i ti a` U E 0 ,s s i a- 0 v U J ti rn N 45 0 0 0 a- 0 to n 0 E2 w 0 v CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2, ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3, ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS , , , .��... 1 TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ -EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH i� TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. —� ''--Z—WOOD TRUSS —j 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, 3;"A TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER USSES HIP SIDE OR BOTH IF REQ'D) C. (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 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 @ 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:NTS (2) 2x8 #2 SYP wi O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY MASONRY WALL 4 SCALE:NTS SIMPSON HUC410 w/ (14) 16d INTO HEADER & (6) 10d INTO BEAM - SEE ROOF PLAN FOR MORE INFO — SEE FLOOR PLAN FOR COLUMN SIZE& BASE CONNECTION INFO 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SC EDULDE% LANM OPTION B CONNECTION INFO — COMMON BM. TO POST ATTACHMENT / SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) CORNER A � A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED SEE FOUNDATION PLAN FOR MORE INFO COMMON BM. ATTACHMENT SCALE:NTS SCALE: 3/4"=1'-0" L.SEE PLAN L. FOR CANT. —7/16" OSB FLITCH PLATE REQ'D ONLY WHEN INDICATED ON BM. SCHEDULE/PLAN OPTION C MIDDLE BM. SPLICE OVER CENTER OF POST EXTERIOR ATTACHED SCHEDULE KNEEWALL 2x4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3) 10d 1F 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED 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) 1 Old NAILS • OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2"X4 1/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: NTS 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 NAILS AT BASE & SIMPSON 2x4 #2 SPF BRACING @ NAILING SCHEDULE OUTLOOKER 4" O.C. INFO. SP2 w/ (12) 10d NAILS AT TOP 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 C NNECTION SP1 w/ (10) 10d NAILS EACH END ( BETWEEN TRUSSES NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR GABL (2) 12d NAILS TO EACH VERTICAL ATTACHED PER NAILING BOTTOM CHORD PLATE MORE INFO. TRUSS LOW ROOFNVALL STUD) SCHEDULE SHEATHING ATTACHED PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d 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 TO BLOCKING NAILS6" WOOD WALL SIMPSON MTS12 w/ EACH COMMON TRUSS/ FRAMING BELOW @ O C OR TRUSS. 2X4 CONT. W/ (2) MIN. 2X4 #2 SPF STUDS @ (14) 10d x 1 1/2" NAILS TYP TOP &BOTTOM SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR TO FLOOR GIRDER NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C. a xx STUD TYP. T&B PER NAILING SCHEDULE & • MASONRY WALL BELOW: SIMPSON PLYWOOD (3) 12d TOENAILS TO a HETA16 w/ (9) 10d x 1 1/2" NAILS @ FLOORING TRUSS OR SEE PLAN FOR PLATE BELOW MASONRY WALL ,'a 4'-0" O.C. TO GABLE TRUSS ROOF SYSTEM TOP OF WALL OR BEAM . BEAM BELOW: SIMPSON HTS20 w/vv MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER SEE TRUSS PLAN as (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR TO GABLE TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE 16" O.C. MAX. �° SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) SHEAR TRANSFER INFO. °� SECTION @ FLOOR FOR CONNECTION CONNECTIONS TO G.T. 16d NAILS AT EACH END EXTERIOR. WALL SECTION @ ENTRY g CONNECTION 22 SECTION AT HIP GABLE 12 SECTION @ BUMP OUT 39 SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS DETAILS & SECTIONS G 0 0 Ril— M co z N O � 0co z Ursa zC-) � N M Ln z ° V a JW-J lJ LL l c6 W o o 0 W 0-V* N o = N � o w. U CO Rig LU= w ¢ 0 0 sm N N a -H o w ,o Z 0 W ,o U W AK Z �Ql�rl9Fd 11d 5s7 Cf/ WL vco ®r"'k e (III 1111\0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. r` � C J w co M J i p z z Q LA QE a E U ZO Zg 4N oa w� 0 �� _° 0 °� N T L ao ¢ O ww .M, m 0 C Y U " O O1 Z 'z ca N y J iv 3 m ¢ ow zz go ci 3 w LL < o� o a z �w �3 J CD�G <. � d � _< °� �O 0 L > > CO i- T 0 00�WN O Q 0— co 0 v � ^, N T .� o T— LO T T i O 0�0 N T CD T M CN C) 0 n o z cc z C E C N B ECU `a = n U Q p JOB NO: 19-5897 SCALE: AS NOTED SHEET NO. D1 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 NAILING FLANGE DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW 1 Lf1U1111YV 1 Lf1Jl IIIVV SELF -ADHERED FLASHING DECK JOIST NOT USED WEATHER VE BARRIER & ZARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP ' WALL BY 6 IN, WEATHER RESISITIVE BARRIER SEAL TOPS OF J01: UNDER DECKING ED FLASHING (SEE DETAIL WP07) la SELF -ADHERED FLASHING E AM WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING - 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-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-ADHER 07 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD 8 2 SELF -ADHERED FLASHING PATCH IHERED FLASHING 2 4 5 STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF AS AN AIR JFLANGE BARRIER 3-1/2" INCH FLANGE dIT 1 icm) RED FLASHING %PER ITH 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 FLASHING SELF -ADHERED FLASHING SCORED RELEASE PAPER �r (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) Me r, a ON 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 FLASHING REQUIREMENTS R609.1 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. R703.2 Weather -resistant sheathing paper. One layer of No.15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.4 Exception: Omission of the water -resistive barrier is permitted in the following situations: 1. In detached accessory buildings. 2. Under exterior wall finish materials as permitted in Table R703.4 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.6.2.1 Weep Screeds A Minimum 0.019-inch (No. 26 Galy. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 Detail Instructions Refer to the number marked as #oin 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 STRUCTURAL FRAMING �i STRUCTURAL SHEATHING PLASTER STOP THIS GAP IS A RESULT OF NATURAL SHRINKAGE. STRIP OF SAF DO NOT SEAL. CONTINUOUS BACKER - - DRAINAGE PLANE WRB ROD & SEALANT DRIP SCREED PLASTIC ACCESSORY I I: BOND BREAK WRB SF LATH I II I� Cement Plaster PLASTER STOP A over block CONTINUOUS BACKER ROD 1 st floor & SEALANT A CEMENTITIOUS FINISH SOFFIT/CANTILEVER 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: - The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact, Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all 0 c� L-� M •- N z o _ o z J M a M m N0 o _ C d A cn 0 .O w V) c E �Ln wa U m w rn E 0 $� mA.. U o o Q Im N O M M 3k S � d 1-1z Im Z M � Z O� w a w LU �z a LY m �"=W C�¢Q�$R � Z 29 o O a Rt fY7 Z in= N 2 H , a � Es LY Q NaM o 0 CV M 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. ti o w co M - � S Z Q J LJ_ c6 o �� wz � �� �® oa F- XO �UU O E N oa ao ao 0 ¢o 01 aZ irw _ . t0 Cn CCn y m0 0 oLL >z U)Z (n SZ �w LLLL go a <nw Co NE - =3 O O <w w< �� �o a Boa ZQ or U� c O 0 .y > d' ^L. W > CD C:) O ,-� I.L. to (D Q co 3i a. ° U /I1 m C 3 0) T co 'T^^ TO L J T.T� Nt 2 C)0000 ,- ci r M CV o t0 j O N Z Z E 0 E Co ti U Q p JOB NO : 19-5897 SCALE : AS NOTED SHEET NO. W P 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 D1781 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 at1/8-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 mod specific gravity. The tested ultimate loads must be adjusted when tested material properties exceed the specified properties. [CC Evaluation Services ([CC -ES) revised AC13 Accoptance Criteria for Joist Hangers and Sirrvlar 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 1-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 ceiti ication agencies to update their Hood 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 6130/2018 when @ will be re-evaluated by Simpson Strong -Tie. Please visit www:strongtie,com for additional pertinent information. If you have questions or need further assistance regarding this matter, please contact the Simpson Strong -Tie Engineering Department at 800.999.5099. Sincerely, SIMPSON STRONG -TIE COMPANY INC. Keith Cullum, P.E., LEED AP dvVBDW Engineer, Southeast U.S. Branch Page l of l Simpson Strong -Tie Company Inc. 2221 CountryLana McKinney,,TX 75069 Phone: 972.542.0326 Fax 972.542.4139 mmstronatie.com a Cll -� > U N O �--� (�� 0 O .� U N � U U Ca � O O � O LL CZ U CD p > . � � Cn r ° C Q �� (� /�^� •� V J x­nU Z O L V O �_ O U O V! n� L W Z Z Z Q J SHEET NO. PA 1.0 -' u. A3 FL17244.1 ESR-3455 A23 FL10448.2 ESR-2608 H D210.2 FL17232.3 ESR-3445 HU210-2 FL10856.4 ESR-2549 H D212-2 FL17232.3 ESR-3445 HU212-2 FL10856.4 ESR-2549 HD216 FL17232.3 ESR-3445 HU216 FL10856.5 ESR-2549 HD216-3 FL17232.3 ESR-3445 HU21Cr3 FL10856.1 ESR-2549 HD26 FL1 232.2 7 ESR-3445 HU26 FL10858.3 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 FL10856.9 ESR-2549 HD610 FL17232.4 ESR-3445 HU610 FL10858.10 ESR-2549 HD0410 FL17241.7 ESR-3444 HUC0410 FL11488.11 SIM200804 HGA10 FL17699.1 Evaluation Report HGAI OKT FL1147D.4 SIM200803 HGAM10 FL17699.1 Evaluation Report HGAMIOKT FL11470.4 SIM200803 HHCP2 FL17238.7 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 FLt7324.2 Evaluation Report HTT22 FL11496.1 ES-0130 HTW18 FL17244.8 ESR-3455 HTS16 FL10458.22 ESR-2613 HTW20 FLt7244.6 ESR-3455 HTS20 FL10456.23 ESR-2813 HTW24 FL17244.6 ESR-3455 HTS24 FL10456.24 ESR-2813 HTVv30 FL17244.8 ESR-3455 HTS30 FL10456.26 ESR-2613 HTWM18 FL6223.2 Evaluation Report HTSM16 FL11473.11 SIM200802 HTWM20 FL8223.2 Evaluation Report HTSM20 FL11473.11 SIM200802 HUGT2 FL6223.3 Evaluation Report HGT2 FL10456.18 ESR-2613 HUGT3 FL6223.3 Evaluation Repo PRODUCT APPROVAL SPECIFICATION SHEET (2018) January 9, 2019 As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a 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. CategorylSubcategory Manufacturer Product Description Approval Number(s) Test Pressures 1. EXTERIOR DOORS A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.tl/-67.Opsf ThermaTru FirberClassic and Smooth -Star (NON -IMPACT) FL20461.6 +67.0/-67.0 psf ThermaTru FirberClassic and Smooth -Star (NON -IMPACT) FL20461.9 +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.14 +67.0/-67.0 psf ThermaTru Classic -Craft and Benchmark FL15225.1 +67.0/-67.0 psf ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 psf ThermaTru FiberClassic, Smoothstar, ClassicCraff, Rustic FL7640.1 +67.0/-67.0 psf B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf PGT Series 5570 FZ251.10 C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (8X7) FL15279.37 +30.D/-32.0 psf Clopay Building Products Residential WindCode Doors W5 (16X7) FL15279.53 +30.0/-30.0 psf Clopay Building Products Residential WndCode Doors W6 (SX7) FL15279,85 +38.0l-42.0 psf Clopay Building Products Residential WindCode Doors W6 (18X7) 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 NIA (see lost sht) 2. WINDOWS A. SINGLE HUNG MI Vt4ndows and Doors Series 185 FL17499.2 +50.0/-55.0 psf PGT Series 5500 FL239.7 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.0l-50.0 psf C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.0l-40.0 psf PGT Series FL243.9 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A PGT Series 5500 FL261.1 N/A E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A B. SOFFITS Alside Solid and Vented Soffit FL15272.1 • FL15272.2 +70.0/-70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A B. UNDERLAYMENTS Tamko 151bFeltUnderlayment FL12328.8 N/A C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A Florida Metal Products, Inc Vent RV10 FL21580.3 N/A. Lomanco, Inc DA-4 F�cahust Vent FL172tl2.1 N/A E. ROOFING TILES Sorel Tile Villa 900 FL7849.27 • FL7849.28 N/A Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A F. METAL ROOF Gulf Coast Supply &Manufacturing, LLC 0.032"Aluminum Gulflok 18" 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/ LISP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A The products listed below did not demonstrate product approval at Ian review. I understand that at the time of inspection of these the following information must be available to the inspector on the P P P products, 9 � 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 m�mom towl mills Millis � _ _ • w�l�_Lsau -6-e QD Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 8 12/12/2018 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 3of8 12M22018 Florida Department Of Business &Professional Regulation Building Codes and Standards Product Approval Application Detail Pr9e+ oil 115=18 Florida Deperbrlent of Business &Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of t + 2ola -� (�,� O L) f� //L��J. LL O O cu �}•� •� -4, � ♦/1 U v, �^, =3 C V cu W V `v O O �t `V O 4 0 4- (v ♦� O �1� W v, r�'n^ r��e�� E 1- ^ • � U) VJ � • (n V > O L- YL E Code- Entity or �{g p� Data Pendrna ggtp iygm Version Manufacturer contact Enalneer&License Validated Rv Validated Submitted FBC Approval Approved Statue Revision 2017 Therma-Tru Corporation Rlek Wright Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 10/152017 07/122017 10AW017 12/122017 Approved Category: E>5011101' Doors (419)298-1740 PE-43409 (813)767.6655 Subcategory: Svanging Exterior Door Assemblies 'IcKv( hwbidgconsutams. Compliance Method: Evaluation Retort from a cam Florida Registered Architect or a Licensed Florian Professional Engineer FL32Dda1-RR Products - - _ .. D,otlWAesu Approved far Use ApprovedforUse - � Impact G9sIe0 Seal PI'atluct Model Number aName Product Oescdmion Contract Expiration Date InHVHZ Outelde 14VHZ Resistant Pressure 1 a. Thenna•Tru Fiber -Classic and Smooth -Star Nominal 6&i39;8 &qualp-Impad&quot; Opaque 12/312020 No Yes No WA Composite Edge Fiberglass Single Door (Inswing/Oulswing; X conlIgUrdon) f. Therma-Tru FberC asslc and mo fF er No mpo 9; &bent on -impact ot; plaque 12/31 a Yes rib N/A yp� Entity or 2211 RAUL Data Pending PAIR- �, Q Version Manufacturer ;Cggtggt Enalnear&Llcenae Valldateday validated Submitted FBCAooroval Aaaroved. 10111" Revlslon 2017 Thenma-Tm Corporation Rick Wright Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 12JI32017 12/132017 12212017 02/132018 Approved Category: Fidemor Doers (419)298.1740 PE-43409 (813)767-6555 Subcategory: Swinging Exterior Door Assemblies rickxtilimbldgwnsultents. Compliance Method: Evaluation Report from a coo Florida Registered Architect or a Licensed Florida Professional Engineer FL4JD461HL4 Pteducke - � DuuINA eurance Approved for Us, Approved for Uas � Impact Dsaion Sepa Product Model. Number or No,, Product Deudmlon Contract Expiration Date InHVHZ Outalde HVHP Resletam Pre-- 1 a. Them a-Tru Fiber-Cfessic and SmootttSler Nominal 6M9;8 &qumNorrimpad&quot; Opaque 12r3l/2021 No Yes No WA Composite Edge Fiberglass Single Door (InswmgKXdswhg Xconfiguration) SMk ErARaw 20 flak Dab Pension 10 ISM version vAtiukdmw conbw Enslaved& &hams Validated 8v Vml1f Submitted F&C Approval Approrved Revision 2017 Theel mCorporation Rick Wright National Accmdilatia& Ryan J. Kkg, P.E. 12202017 09,212017 12222017 Approved Category: Exterior Door (419) 2WI740 Management Inoaum (813) 767-M5 SubCafagorp: Swbging E:derbr DocrAssemblles rldov@rwbklgcormultanb. Comptlonce Moagd: CerBbcatbn Mink or Loft aril Approved Tarlac Imosek Dom- AMA In HVHZ Oadolds, IMQ alailial P- 1 a. &quoMhr-1c C-Uqu.t and dquotoonchmork by W8 and 8A Opaque and Gland Fberylna Door with 12131=1 No Yes No WA Themla-Tnr&quok and wilhoutSideBba. Irwft and Outlawing Suede Slider or gait gate Dab Pendants 20 Iamilwb" Corded Enelnoor&Licenser Yam Vyylosed Submitted f°.OGAporwal Agpntyad S1iW.. Revision 2017 Therowl Corygration Rick Wright National Accreditation& Ryan J- King, P.E. 121102017 09/212017 12222017 Approved Cases": Malodor Doors (419) 2WIT40 Management lneMuts (813) 767-OW SubCaepwy: Sw9gklg E49rior Door Assemblies; dtlav@rx0.d gcvmw b. Compensate Ill " : DertMcetion Mark or Listing caul QLNM Aaaumnn Ua Aphrwed for lea .1� gmpg ita In HVHZ Obld.HVM Resisband P- B,q S e. uokSmooft.Strtiqunb and &quol;SMThmarlr by e2 and SA Opaque and Glazed Fiberglass Door with 202 h 121311 No Yea No WA ThmrtrTru&quot and wil la Sidefts. Inswing and Oubwing Composite Edge Fiberglass Single Door (lomin iswi ;.XConn configuration) 6 f. Thenno-Tru FiberClassic and Smooth -Star Nominal SMS;O&quo1Non-Impact&µhoc; Opaque IZ312021 No Yes No WA Composite Edge Fiberglass Single Door onsvmng/Culswlg, X configuration) - 8 LThenaa-Thu Fber-Classloerk SmodMSlar Nominal Edge Single Do uok.Olased t?/3t/2020 No Yes No WA Composts Edge Fiberglass Single Door (IroWng/Outswing; X corfiguration) 9 L ThsrmaTru Fbor-Classic and Smooth -Slier Nominal 6&M39,8&quoI;Non-Impact&quot; Glazed 1MI2021 No Yes No WA Composite Edge Fiberglass Single Do" nwmn /Oiaswl ;X confi ureton 14 n. Tharma•Tru Rber-Classic and Sm folh-Star Nominal 6M9;0 8,quotNomimpacl&gpot; Glazed 12131/2020 No Yes No WA Composite Edge Fiberglass Single Door 02osiiteE g iXcoas Single)I 14 n. nVIF ru. - sacs a ar om n uo on- pa o ;. are o e. Composite Edge Fiberglass Single Dow orweving/Outswing; X cordIguridon) Florida Department of Business & Professional Regulation Building Codes and Standards Page I Of 1 v&018 Florida Department of Business & Professional Regulation Building Codes and Standards Pmpa l m I Vv20Ie Florida Department of Business & Professional Regulation Building Codes and Standards Page 1 Of I trofmle Florida Department of Business & Professional Regulation Building Codes and Standards Pap. I of I 1=111 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail FL#1&1324U 22111 mm Vmlw LUnfam EmkLM Corded Enakew&Lkonw VaWloWBy no 201 V awwww lab PWAM go FBQ Averavol Awrsyed At" F1215339Z M Stile mm Wasilw MonadOFalmC Enft or Sanieat EgalBauiLborwa! Velldmkd IWt ial go Data VmlkA@d AW0111d ! 21h Antaroga! At" 1 salk Nor Version miledialow EmkLM corded ED(lmuLiLken- Validated By 20t 201 Valltlmtl Sum Dab P-d- Qok E13C.Amm1Y Approved am & mm gals VmIw llmufacum EgYor or Combat Enclose iLicense Validated By 20 Gak YAWbod Glllmum Data Pending WE FOG Atworaval Aagreau! ah4N Revision 2017 MI WMdaar and Doom Category: Exodor Doors Subcategory: Sliding Exterior Door Assemblies grant Stanger Luis Roberto Lomas Sown M. UOdL PE (717) 3663300 PE•82514 (717) 317.84464 bsanger@mMk.com 001132017 =112017 08116=17 10/10=7 Approved Revision 20+7 MI Windows and Doors Category: Exterior Doom Subcategory: ending Exfsdor DwAwemblbe Start Stinger Luis Roberto Lomas Steven M. Urkh, PE (717) 385.39W PE-62814 (717) 31741464 boanger@mivM.am 08/132017 08/1112017 08116/2017 10/102017 Approved Revlalon 2017 MI Windows and Doan Gtapay: Exterior Doom BubCabgwy: Sliding Exterior DwAeeembllss Brent Sharon, Luis Roberto Lomas Steven M. Urich, PE (717) 38S•3300 PE-52514 (717) 317.8454 bsanpsr@mwd,can 08MMA17 08/112017 0a/152017 101102017 Approval Revision 2017 MI WMdowa and Doss Category: Exterior Doom Subcategory: Sliding Exterior DoorAssemblbs Brent Sanger Luis Roberto Lomas Steven M. Urtah, PE (717) 985•3300 PE432414 (717) 917.8494 beaNngmiiimiwd.com W132017 08/112017 MISM17 +0/102017 Approved Camplgnce Method: Evaluation Report horn ■ Compliance Melihod: Evaluation Report from a Compliance Meg"! Ewkation Report from a Compliance NeMod: Ewluadw Report from a Florida Registered Archbect or a Ucansed Florida FTonda Registered Architect or a Learned Islands Florida Registered Archill or a Llaneed Floras Fords negbtened ArduSed or a Licensed Fbrida Professional Enplsev Professional Engineer Professional Engbew Prosesabnal Engineer 1211 Prednuet YotlN. Nuonhar a•Nomaproduct g1YffitLAssuma! D6scfhmm Contract EKokakn Dab Agarave l for ties ApMsmd In win outside be Use UNO HVIC 1ONO Doolan Pressure gwakAllumm Product Detailed Contract Minimum Data Approved r ABM tLtIIQZ k1" ! D"Im Pressure F11153324114 GlaG Product Product Model. Numbear cor Man gwwkA§sn= Product Dowilodan corAract EM&NOW DAN Annraved few Use AOOmybd Inl1ItiZ OubWa fat Use lowai HVHt IIa!!kW BMIfB Pmum Ha! Product Model.NnaMarMNName Quaft Assadvarmat Pnoduct DNNIUNQA Contract Expiration DOM A Use Aamved.far k1IY1Z Uss tm w !!!!!!Wm now PffiEm 3 SERIES 420 ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM SW REINFORCED OXO 12/3/2018 145-&4&qumx968quok No Yea No WA 4 SERIES 420 ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM SGO REINFORCED OX. 12r3112(riS XO, XX 9a&qu4xgs&*lob No Yes No WA 1 SERIES 420 ALUMINUM SGO SERIES 420 ALUMINUM SQD OXO 12/312018 104A18quo"1108quot NON -REINFORCED No Yee No WA 2 SERIES 420 ALUMINUM SOD SERIES 420 ALUMINUM SOD OX, XO, XX 12131rM B 8811quo1pt80&quok NON -REINFORCED No Yet No WA nj Florida Department of Business & Professional Regulation Building Codes and Standards Pape 1 m+ 116=18 Florida Department of Business & Professional Regulation Building Codes and Standards Page+ m l 11=18 Florida Department of Business & Professional Regulation Building Codes and Standards Pegs i ofi +ax2o+e Florida Department of Business & Professional Regulation Building Codes and Standards Papa+ ofi ilslmte Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail .raft LM Vanlm HiMadlighm draw N 220= Brad- aLlse Validated0, 21M Itmk Vatdmf JUISERld Dab pending Dide FBC.AsswoyY Aammmli acme PJ RM mm VW- Manuftbrear Enter cooled FmlaxGliawraj, mdwod.ft 219 2111 Date Pandbm Validated ad Mtltd F&CA--,A to Aenatmd ah m )till C mm YmigO 11 Entity r Ceased Entertain! &LIc- Validated0, g!¢ 21M Valldgbd MbMftd Dab Pandino FGC.Amervol Approved Ali" FLMI4129 eta Vmka alowfacww corded Ewkae&Lba Validated So, Valldebed EWmMW lFBQ Approval Agtroved mm Cn Revision 2017 Clapay BuIldkg Pwducls Company Category: Exisdor Doom Mark 1AlaelerllaM Intertek Testing Services NA, Gary PMehler (513) T70E082 Inc (513) 5198588 11292017 05/10201T 12106=7 Approved Re colon 2017 Clopay Building Products Company Categotl' Exterior Doom N4nk WestdMld Intertek Testing Services NA, Gary Phnhlerr (51 7704A82 Inu ( 57 112am17 OSMO2017 12105=7 Approved Rouble M17 MI W9ndows and Doom Brand Stanger Luis Robert Lomas Steven M. Udch, PE 452514 17) 317S454 08113.2017 081112017 08/16=17 10/102017 Approved Revision 2017 PGT Irque6iss Category: Eldadmr Donn Dean Ruark MIem4Dodo BCCO - CFR MWd4)ada BCCO- VAL (941) 486-01 W (788) 3152596 121=17 11282017 12252017 Approved BubCWpay: Sectioned ExWIor DoorAseembnea mwaslenfleld@dopey.com BubCatgwy: Sectlerad Exterwr Door Assemblies nwmatnSdddidopay corn SubCat": Sliding Exterior Door Assemblies baitlMger6frhhad.corn SubCalegwy: all Exterior Door Assemblies dmeds@pgWkuablac.aom CanplMrace N ed ; GNllestion Mark or Listing ComplNrws Metlwd: GNBcatbn Mark or LMtlng Compliance Mo#w&- Evaluation Report from a CompBmta Moahod: Corsicana Mark w usingFlorida F Pmfessbnaall gh ow Archill or a Licensed Fbrkle RA514M Produeb 91Mser AponeveLfoetli! AourwW for if" filmed 11�6 omw AdorwardW Ise lowest Doolon FIJ153324114Prodnxt QU&ft Aporrovedfortba Apdrawned for Lim halm DWIM CIO a" 37 Product Model. Number or Noma 037 WS-09 PAN.2FL81: , SR F,, 73, 76, ISM,8. 42 190, 78, 76V. 4RST, OSS, WSV BRSF, YRST, V. R 56,488, 428, SSS, QDSS, QDS8V, OR68, 1Nt56V, ARM, ARSSV, Pia Careened Exalmdan DabIILNNW Steel Pan (W17 ga.) Gane e D r ro WO'wide) 05/212028 WINDC.00E&kiT4; WB Gamga Door Outside No 1 VHZ Resistant Yea No PPrmam +30 PSFl32 PSF Gl1G 63 Product Model. Ntmnber or Nseu 4053 RSF..18 PAN-2F183; 84A, 54, 73, 76,15081 W, 4RST, 4RSF, , GR 8R8F, SV A 55, 488, V, E 55S, OD59, QDSSV, OR38, QRBSV, AR65, AR53V, E06S, EDBSV Product Domfindson Contract Expiration Door, Stool Pan DO0 25 ga•) 4; W5 Gorsim D m 15'0' 06212028 wide) WMDCODEM774; VWS Geroge Door khm No Yet RedNem No P1Ulgm +90 PSFI.30 PSF a 5 Prodtxt Modal. NuMer a Nema SERIES 420 ALUMINUM SOD REINFORCED Product Dosedotlon SERIES 420 ALUMINUM 8OD REINFORCED XXX 12/312018 Aoo�Mlla A In NVHZ OLOWO No ttie Ismael; NyMli Yes No DRIIBB Pressure WA asp.!' 10 Praised MOM, Number or Notme SGD 5670 (Large Mhmb knped0 Product 00114111101111 Contract Enalreadw Dab Ymy138dng Blass Door OM142021 In HvHi oullowl, Yes HVHZ ROM Yes Yee Pmium WA ED5S, EDSSV 143&quotic988quak O Florida Department of Business & Professional Regulation Pagel oft Florida Department of Business & Professional Regulation Building Codes and Standards Page i m l 1r"t8 Building Codes and Standards Product Approval Application Detail 12/12J201S Florida Department of Business & Professional Regulation Building Codes and Standards P.D. I of 1 Iroaill Florida Department of Business & Professional Regulation Building Codes and Standards Papa I m I I/owle IN Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail ae i Cope. TY14 22.111 Manufacturer Entity or cpntem Entity or BLicense V.Ildeled By Validated aglgll(ag FBC AFortino pdat omit Date CA,, ,,[ Approved B,, Strkue F1i11637-R7 Q5tl15 lygm Vmlgg Manufacturer Enflt.M Contact Enalremer&ILloonm Validated By gem go Yalldshad aLtrabo Dab Pormilms 20 F&C Approval Appdmd Ala Revlalan 20+7 MI Windows and Doors Cote9ory: Wmdows Brad Stinger American Archlledural SieveP M. Udch, PE (7M 365-3300 Manufacturers Association (717) 317-8454 122912017 12/132017 o1N82018 Approved r1alls mm Ymi9n VAnOftCWW EnW or fit. EnaMar a Llo.na. Vaikttd iw Rft 20 validated Submitted Dab Portland go FBC Aganorml AB9Bvall Aim mm 290 Ymlffi Ereft Corded Enakux & Llseme V.adabtl Blr 20 go Y}BddQ Galenism! Data Poredling 20 FOG Approval A9Mymid SiaW! Revision 2D17 CURRIES DtYMbn ofAADG, Ine Category: Exterior Doom Dadlc Dave UL LLC Tod Boman, PE (641)494-2844 ISM 868-4707 IIr3o12017 10)262017 12MSW17 Approved Suocategory:-Single Hung Cam peshee Method: Cerincdion Mark or UstIng bsalingerannhwl.com Revision 2017 Cbpsy BWWV Products Company Category: Extiricr Doom Mad Westerfield Intertek Testing Services NA, Gary Mahler (513)770.OM Inc. (513)510-6586 1Ir2SWi7 OW10/2017 12AS2017 Approved Revlebn Company 2017 Cbpsy Building Products C Dategory: F-lctedor Doom Writ V,leat1162 In�dek Tsednp 8ervkas NA, Gary51" fb13) Ir>v (513) 519650G 112&2017 Og1102017 12N52017 Approved - auhGatgory: Extdor Door Components ComplWhalmModGrtlflatlonWdorLWlag daw.dedh@seseabby.co m - - FLa1749a.R2 Products - . � _ - for Use Usa Impact Subcategory Sedbnst Fxlador Door Assemblies CornupWruea Mallod: Codification Mad or LMtinp nwt�flewadomry Compliance Sectional Exterior Gar Aeaemblba Compliance Moagd: GNflcaSon Made or Listing nnxvoebraeld@clopay.corr FLa116374t7 Products Stet Product Made]. Number or Name DuaIINA rice Product Dascdatlon Conrad Expiration Data Approved A-1,dfor In, HVHZ Dualde HyHZ 2111111321 Baal90 Pnasure EaG c A Approved In HV Z for Uso f � HV Z FAII@bm � Prawn scat Aparavod cruse Approved IalOtiii 9mWtiA7fi foe tin bRo YtoNmm !�ffi Pram Gee! CaaSb Assurance Ag�1ffi�ISE AQ�mdffi1�! 1, HV iZ O lowMd ahk HV Z Resistant 17� P-ut 2 185 SH 52%64 FinFlange Frame lWG Single Hung 10/092018 No Yes No +60F60 1 OU, 707, 727, 747, and 847 single and Palm of Dopes Flush, Glazed, and Louvered single and poke of 121312026 hollow metal doom. Yes Yes Yea WA 85 D85 VY609 PAN-2F163: 73, 76, 84A, 94, 42, 48, 42B, 48B, 4RST, SRST, GOBS, GRSS, ARSE. EDSS Steel Pan (mt. 25 a&) Singb-Car (up to 9'0" wide) 0521=8 WINDCODE&F174; Via Camps Door No Yes No a38 PSF/42 PSF 102 102 W&15 PAN-21a133: 73, 76, 84A, g4, 42, 48, 428, 48S, 4RST, SRST, GOSS. GR6S, ARSE, ED58 Steel Pan (min. 26 ga.) Doubl&Car (9'2" t 167 06121=8 wile) WINDCODE8e4174; We Garage Door No Yea No +37 PSF/-41 PSF O ---M-5-r1Ta7e--p-ar5n6nT of Business & Professionalegu a on Page 1 of 1 Florida Department of Business &Professional Regulation Building Codes and Standards P.g.1 m I 11mis Florida Department of Business &Professional Regulation Building Codes and Standards Peg. + m I 1=18 Florida DepartrtWent of Business & Professional Regulation Building Codes and Standards Paps I m t 115/2o18 Building Codes and Standards Product Approval Application Detail 12r J2018 ^W^,, W Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Code LMI Version Manufacturer EntlNor Contact Engineer&Ucenae VylldatedSV G1t1, .()5It validated Submitted DateAendina PeE.y: FBCAma-I Approved sFtaldt /� FLlfILU94U PL#2424R2Q f311l im Mention Maradwittaor EpBgtg animist Erowa aLiaoa vandmm By 20 gait vmiw !9 i! Submitted Dab Pwars; 20 FICA Alm Gylm .� I11211, vmlgp mmurkatufw Enat or Mgt Eralimer&Lkarwy61 dwBy � Iola I� IhNudimm Validated Submitted FINGAvearaval f0 An Gdlm S90 TYa Vmlan Mignarkatinder EmieLtE ancestorL Valdatd By t10k 20 VdMoled Submitted Date Pendant gm gam Approved at" Revklon 2017 MI Windows and Doors Category: Windows Brent Sillmgor American Architectural Stevan M. Udch, PE (717)365-330D Manufacturers Association (717)317-8454 01212018 011032018 01122=18 Approved RovMbn 2017 w Windows and Doom Catogorll: Windows Brent Sanger American ArchMtduml Steven M. Urich, PE (717)385.33W MenufWumsAssodaWn (717)3174454 12131=17 12/312017 01/042018 Approved Revision 2017 PGT Industries Category: Windows Dean Ruad Mlemi-Dodo SCCO-CER MMmFGUs BCCO-VAL (041)486-0100 (786)315-2590 122=17 12I0=17 12/252017 Approved Review 2017 PGTkndustrbt Category: Windows Gan Ruark Miami -Dods BCCO-CER MIamFDeea BCCO-VAL (941)488-0100 (786)31&2590 12202017 12(08/21117 121252017 Approval Subcategory Horizontal Slider Compiiance Method: Codification Mark or using bslllinger@miad.com O nisa eBP Aga SubCabgo tp Fbmd Compliance Metlwd: Gnaation Mark or Ledmg ore PradumtModel. Nunrkarnwmt baanger®ntlwd.cmm Produalk Deacdollon Anterwead for Use Adavoved In.HVHZ outekb for Use IM" d Resistant 04dw Pmemm Gffia S diCedn": Food Cmmplfencer Mol Certification Mad or Living Product Model. Number or Newas dmad@pgdnduebles.cem Quidiller Assumnc* Product Description Corkaut Expiration Deb, Approved for its Aoprwedor Use 1.HVZ Coal HVHZ bmwitt fowled Damon P� FLU=5 Products ANA Subcategory: Single Hung Campik- M d : GrtiScdicn Mark or Lhtgg PrmdktsoceLNuneaeorHamm dnark@pgWKk%W".com Quwb ProdLwtDooah3dm Aomroved for Use Approved MHvHZ Outside.HVHZ for Uses kagill R,,ItM L1lt1m 1Yaem F 1 Pmdtttla 3 - - -� - :.° `, Sao 0 Product Modal Number orName 1 HS 18S Rh and Flange Frame : ;'. • .; ' :- -:; O IltvA um Product De-Fort1cm Codmct Exolranoff Data 73.62 Insulated Glass 02/I62019 Aamroved ter Use A provedforUee ffitjVHZ pub;Ide N. ''� Im act HVHZ Resistant Yes No . Deslan Pressure +561-55 - cz L� ^ 1 185 PW 73 x 72 k=MW Glens 04A32018 No Yes No +W80 9 PW4= (Large Missile lewd) Vk yl Fbmtl NMdow 041301= Yea Yes Yes WA 7 SH-86M (Linea Missile Impact) virryl a" Hung Window 07/3w= Yes Yos Yes WA O L V Florida Departmerd of Business & Professional Regulation Pop I of I Florida Departmment of Business & Professional Regulation P.ge+ar I Florida Department of Business & Professional Regulation Page 1 of 1 Florida Department of Business & Professional Regulation Paaa I m, Building Codes and Standards Product Approval Application Detail 11=18 Building Codes and Standards Product Approval Application Detail lowis Building Codes and Standards Product Approval Application Detail 116Jm1a Building Codes and Standards Product Approval Application Detail If=It FUHS115340 FLAU141111 JYIM31924tS M W raft Ent 4< 211 21h Dab Pending 21M CSlS ErON car 21M 21105 1pate Peandlifte gels Smtlt E AW or 21k 2211 Mokbe m go Sioge EWIOt r fink Ill& Iris }mow 211111 W 110111 Vmkn RWWM 2D17 1 Themm-Tru Corporation Category: Exterior Doom Contest BoaI1MMaLd� Vaildae.d 1, Rick Wright Lyndon F. Schmid, P.E. Ryan J. King, P.E. (4/9) 288.1740 PE43409 (813) 767.6555 Vatl6e! Suhmbld 10118=7 10I111 017 FIC Ammrt ApMeved 10/222017 12J122Dl7 AMR Approved 1012 VMelon RevMbn 2017 Mem fnctu MI NMdays and Doom Cseapay: Windows carried Gmlgml11sons1 Yell( BrentStNger Luis R Lomrs, PE Sawn M. Urk:h, PE (717) 36533W PE-02614 (717) 3174WM Validated S b MW POOdapro1Y 104=017 10/18MIT 104=17 Aaa®nf 121122017 akmM Approved mm Vmkn RftWm 2017 l M POT Industries;Dean Sub Windows Eoalmoor aLka VsBddmf By Roark MlamFDardm BCCO -CER MIemFGde BGCO - VAL (941} 488-01 W (786) 315.2590 Validated GlaamaN! 12N17 11/15,2017 620 111110ADzmmIN Afterward 121gM17 E" Approved 111211 Review YMtlw IIImmllasm&M 2017 James HWle Sul ding Products, Inc. Cairpory: Panel WeMe Cadent Finaka[G Lk- Validated By Pingstimng Zhu Ronald I.Ogaxa John Southard, P.E. 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Ogawo John Southard, P.E. 0825=17 0111=017 08211=17 1011 VA17 App Category: Panel Walt (W349-P927 PE-24121 (352) 367-2526 aubCabgoy: Siding pi **a g.2hualarneshar Campg.naa Ms#wd: Evaluation Report from a dtmm Florida Registered Architect or a Licensed Florida Professional Engineer Funsia2Rt m e Products auwlbf-Am— Approved for Use Apovedfor llee IM■9 Doan■ iIS9.i In III Outemsw 2 m Pleasure 2 Hard~ Lap Siring Bbw enrram lop siding 12J310 Yes Yes WA WA FLois1824t5 221111 I= Version MWA&gh= Revision 2017 James He Is Building Products, Inc. Category: Paul W.N. SubCase ii Sldag Compllance Method: EvaNatkm Report from a Flortda Registered Avoided or a Licensed Florida Professional Enginssr FL#131924t5 Produces 1991 Product Model, NamMr or Name 2 HadePlank lap Siding Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail car a�a+_..'noryan n' 2S1k $meth USE Ywlon Manufacturer raved Revtlon 2D17 MI WbdOws and Coca, catsaory: WedOwa subcategory: Mullions Compgwm MoUwdt Evaluation Report from a Florida Rai Oered Architect or a Licensed Florida Professional Engineer FL*153U4t3 Products i" Product Model. Number w Names 2 8764 Pogo 1 d 1 I/9901a "S272R2 Edict or 21M 21h Ode powim .Deb 990 contact E-hO &U� MWWM d Na Validated Submitted FBCAoaLmW Ate AMR none Variation Manufacturer Pangsho g Zhu Ronald 1. 098" John Southold, P.E. 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Uadn, PE 10234017 101162017 10282017 12112/2017 Approved Revision 2017 POT mduatrts (717) 3853300 PE-62514 (717) 317-8454 Cetgpy: Wedows bsbngeromhvd.00m SubCabpory: Muapw Compliance UMbod: CaftoOm Mark or Uwng FLM14 I Product sea PredudUado. NumbwwNsms CouilmLA■— Aocrovaid.for Use Approved Nor Use MOA 2mft 1 Mullions for All Dom and Wnrlows Product Dasricarr contract Emkeden Dab In HVNi OWide MfN2 (taPNM Vertical Aluminum Mullion 12131/2018 No Yes Yes WA Florida Department of Business & Professional Regulation Pepe i d i Building Codes and Standards 1/61201e Product Approval Application Detail E"M Dab gygyti E■Me9rOft Pjancill 21K Code & Uo Validated gill y Submitted FSC Anamral Agorovod Avoid mm ysnlm tonufacb [ Nick Thompson Lyndon F. SdmddL P.E. Ryan J. King, P.E 10/0412017 10/032017 10n 12017 17/122017 Approved Revision 2017 Atkle (330) $22-2389 PE-43409 (813) 787.6555 Category: Panel Wage nthumpmnlifablde.cem subcatagory: SoMt Compliance Method: Evaluation Report from a. Florida Registered ArchOed or a Licensed Florida Professional Engineer m ef6272R2 Products Ancroved.for Use Approved Nor Use Dmaes DOMp Contract Engtoon Deb In HVHZ OutkA HVfQ Reshhm PM" $sag Proaat Mrntet. Numherar hems Vent or Solid Vinyl SOON 12012020 No Yes No WA 2 b. &qud;MNenes T4eLghwl; 9o1fit Florida Department of Business & Professional Regulation Pose 1 a t Florida Deparbnent of Business & Professional Regulation pope 1 Oil Building Codes and Standards v ctola Building Codes and Standards 1/Swill Product Approval Application Detail Product Approval Application Detail Enft or 21M 2 to FLa13192-Rio S90 EatR, Rat Dote OM Painting Est Validated Submitted ITIC flusarcival Approved Ilb" MOM version EDaiDaeL i LlraDas vetldated By v SubmtlkA F rsl Approved Awe Dean Ruark Mis nW)ode aC00 -CER M gniWUde OCCO - VAL 12105/2017 11115=17 12109017 Approved Revision 2017 James Hank guiding Product, roc. Fl gehedg Zhu Ronald 1. Ogawa John Southard, P.E. 0825/2017 011/09/2DI7 08282017 1011012D117 Approved (941) 48&OiOD UK 315-2590 Colossi Penes We% (NO) 340-2927 PE-24121 (352) 367-2526 tlmarkQppBndusMas.com SuIsCahpary: Siding pbgshenp.zhutilitomeahar C=pUmm Mehod: Evaluation Report from a dle.com Florida Registered ArchBed or a Licensed Florida Apurowd for On Aooroved for Use Impact 2na1■ Professional Engineer FLa13192mpfm Product Dmdaftn Contract ExpimgonDaW ln.HVHZ Ire tlVHZ Aluminum Mullions 05262021 Yes Yes Resistant Pn m Yes NIA ldg Aga PredretModel.NunbmaNam pmductptmcdokn Am In III OutsideVN2 Rsoutam onion IhagestM 1 Conpisptk Lap Skiing fiber -cement lap siding 12131=0 Yes Yes WA WA Florida Department of Business & Professional Regulation Papa I of 1 Building Codes and Standards 116ao18 Product Approval Application Detail 14J1011a: tla El i1lbr w DIU 20 Dot Pemana Data 00* Coined Egg valtwaav Validated Submitted FBC Appr■Y Approved 8W■ itm VMd■ Manu rAom Nick Thompson Lyndon F. Sohnich, P.E. Ryan J. King, P.E. 101042017 IW32017 101112017 1211212017 Approved Revision 2017 GAF (330) 922-2389 PE43409 (813) 767-66M Category: Roofing mhompsonfititatlde.00m Subcategory: Asphalt Shingles Compltnas Mraud: Evaluation Report from a Florida Rmgbtred Archked or a Licensed Florida Professional Engineer OMNYAM Approved for lido Approved for Impact Denim Pro" Description coronet Expiration vet InIVW cvwlwwdg P 8eha Product Mod.L fit~ mwpm Vent or SW Vinyl Son 12131=0 No Yes No WA 1 GAF Asphalt Roof SMrhgbs Florida Department of Business & Professional Regulation Pape I or I Building Codes and Standards i/52o16 Product Approval Application Detail ED1kLpr 21% 20 Dada Petnam go Sandeat FDk—&LW@nu VIkbftd Sir Vaud Submitted FBCApplavd Aolumted Ab" Michael Slieh RobertNNrnkan John W. 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Priest Locke Bowden Category: Roofing (417) 624.6644 PE-74021 (334) 300.18N Matab Company (TAMCO) (813) 2483456 PE-74021 (334) 3MISO0 Nbtt Company RAMCO) (813) 2463458 PE-74021 (334) 300-IWO Metals Company (rAMCO) (813) 246-34M PE-74021 (334) 300-1S00 subcategory: UrMedaynunts ken_edes®temlw.com Category: Roofing tny®pomethooling.00m Cam my: Roofing tay®gonataoo0ng.com Cate": Roofing tony®gorrufaaoo8ng.am Compliance Method: Evalustion Report mom a SubCategory: Rpoft Ao ales that au an 3ubCnbgM: Roofing Accessories that am an SubCobs": Roofing Aeceeeddes that ere an Florida R491dtred Archibd or a Licensed Florida Integral Pad ofthe Roofing System htepral Pad of the Roofing Syatrn Integral Partof to Roofing System Professional Engineer Compllonce Method: Evoluallon Report from a Compliance NWtM: Evaluation Report from a Camplka hbdiod: Evaluation Report from a FloFloridada Registered Architect or a LLicensedrnaFloridaf itd or a Lkenaed Florida Ra9ttred Architect or a Licensed Florida brofessional FL#1232$M Products Professional lon nyoProfessional PEngineer PEngineer a PmdudMdM Numbror Name g Aoorovad for Use IMF Gf her Product Description contract Expiration Dow 1. 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Thompson, Inc cilia Thompson Archilochus) Tony Clarkston Zachary R. Priest Locke Elevation 10/10=7 10M012017 IGM72017 12/122017 Approved Revision 2017 Florida Metal product Inc. Clark Jones James L Bucker, P.E.® Michas! John Rlamrrr, 102512017 10/082017 1O272017 12/122017 Approved Meat Company (TAMCO) (813) 2483456 PE-74021 (334) 30D.1800 Category:: Roofing (904) 783.84W CBUCK Engineering P.E. Category: Roofing tpy®9onuthooMp.con Subcategory: Roofing Accessories that are an darkQE mce.com PE-31242 (561) 4147557 BubC-tspory: Rating Accessories that am an Inap al Pan of the Roofing System Integral Part of the Roofing System Compliance Method: Evaluation Report from a Compliance Method: Evaliution Report from a Florida Registered Ards ted or a Licensed Florida Florida Registered Amhlbd or a licensed Florida Professional Engineer Professional Engineer FL&Mi$Mi Products 9W$teA■L Appromdforum Aciarovadjorthos IM..d Donlan OLWKv Assurance Approved IN Use AppmvodlmUn IM■St Bt.JO dime Product Model. Number a Name latme Outside KVHZ BaMkW Premiums Ila3 Product Conbimt Emindon DWO In oubdm WAIM Resistant PmauM 3 3 - FL.AMOO &getRV 10 Range Vem&quot Aluminum Ridge Vents for peened rear fabricated 12212020 No Yee No WA 4 TAMCO Round Top os-Rtge Vent With Soft for Tee 26 ga. static root venUMW with bast 09109=6 Yes Yes WA WA from 0.026' Adumalum Florida Department of Business & Professional Regulation Paris t pt 1 Florida Department of Business & Professional Regulation Building Codes and Standards 1/&201e Building Codes and Standards Product Approval Application Detail Product Approval Application Detail FL27e49al I go* MOM Variation LUnukftm Revtbn 2017 Borst Roofing l MonWdJbtb Caterpoi Roofing Subcategory: Roofing Tits COapitnm Method: Evaluation Report from a Product Evaluation Emily FLSY"94MI Produot No Pfaductm 26 Vfiis 900 liti$4@�7.t ErWb or Dolt go pateDote 226 Sem�1 Validated By Val SubmNtod FBOA■ el Aoeroved Skald eras version limlltet318lt Thomas JemnsN IAPMO Uniform Eveluadon Gary W Wader 10118=17 10l0620I7 1a212017 Approved Revision 2017 Soml Roofing / Monbd.NMae (602) 28g4m Services LLC. (205) 85401W CodegW. Roofing MoMosjemmettOboteLoo 8u iCatpery: Rafirg Tits in Compliance Medved: Evaluation Report from a Product Evaluation Emily FLO784WI Products 0,WMLAaM1terace AmcaNfdNor Use Aat>mYffifor Use 1M■9 Design P[saBd QOs mm Dabg tiDdlZ Resistant PlaMYM 2 2" Product Model Nunuherm Nam Medium Profits -Lake Waits, FL 10/042018 No Yea WA WA 16 Saxony goo Enft 9r googol Valkatd By Themes JemmuK MMO Uniform Evaluation Gary W. VWaur (602) 2115"268 Services LLC. 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I or I Florida Department of Business & Professional Regulation pap 1 all Building Codes and Standards 115/m1e Building Codes and Standards 1=18 Building Codes and Standards 115=18 Building Codes and Standards 115018 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail FLa"Mli lilt0 grey m 20 2ek Oft pondinp 2182 RLW"9R1f 926 gnft m 20 291 Dot Pinata 21& MAINd07S-Na cock, EMwr or 20 Dok rat Famed 20 "5w#Au 29M snake or DFg Rag D& nM! Venda 00"ba9t EDOMtl[.#License , Validated By YWWNN Submitted FIND Assuming Aapr>ated aum none VMSl9a mmub bon contest Engh-4License . 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Kruzevich, PE (954) 888.7545 PE-44187 (954) T72�224 tim.robtmnilldippent.can 02MM17 08/312017 OW112017 12112=17 Approved Revision 2017 Global Promotion Produce, LLC. Category: Shoham SubCalagmtn Stem Paulo Compliance Medic& Evaluation Reportirom a Tim Robinson WalbrA. TNB Jr., P.E. John W. Knezevkh, PE 091062017 031312017 09111=17 12/122017 Approved (9m) 09-750 PE-44167 (954) TM-6224 dmmicinsondilgppem corn Product Evaluation Enft FLf7604"1 Products Product Evaluation Enft FLI78494R11 Products Florida Registered Architect or a Licensed Florida Professional Engineer Florida Registered Arohbd or a Licensed Florida Professional Engineer ProductMoral. 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