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HomeMy WebLinkAbout39733 Harvest Creek Ln'PL ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Flr Sys Floor System RAO or Rad. Radius ADJ orADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU orAH.U. Air Handler Unit FR DR French Door RECEPT Receptacle ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Fig. 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 IRS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or HgL Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Cig. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SO FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SO or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community K/WALL or KlWall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O. P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window CIA 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 LINO 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 or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or wl With ELEV or Elev. Elevation PED or Ped. Pedestal WA or WA. 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 Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Fir. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-8-15 2.0 ADDED VAULT. CLG. 12-28-17 3.0 2017 FBC UPDATES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. 08-27-19 4.1 ENG. REVIEW FOR 150-C MPH 09-20-19 4.2 ADD 8'-8" ELEV. FOR TREVESTA 12-12-19 4.3 ELEV. B EXTEND ENTRY SLAB 1 _ r.Y•. — -L_ L LENN/%RM 1941 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 MONO 7 ROOF FRAMING PLAN 8 LINTEL PLAN AND DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals 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. Control of Construction Site: The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Id v� e U Qk' UJ r. c� o • NN /Itiilttfli�� 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. W Q C, (� G � N 'r y C # ap r+- Q J vt a yMrNi ll, LL vi m a a -2-6 Z O zc°) .13 prYcc C tY W e C c m m IL Z N O 0 N U � W N Q OU ❑❑❑ z z Q) z a N z CD 8 •O Q w Ln N c � '5 U d r ,r •. �- U Q Q Y Ol 4MoN r— o Z U- I_ 00 a N Q Q Z® cc "8 a ;o Z o �S �w <� '0 m� C) z� Z v No aw Z Z �w W U �o op �k s= =�a ° QM > L m `m \ / 0 •� c LO N i� O m CD W O ct 04 rnT d U) L� N P LO T E ") Z cc Z E O y Iu c c a. 0 °3 Q p 1 3 JOB NO: 20-8076 SCALE : AS NOTED SHEET NO. C S . - l II _ _ _ I I L_ 1 1 i _ I 1 ll IJI I I rn 3 _ Q rn v v 0 J t` 00 I -o x a C v CV O 0 J 00 I 0 x i Q N 0 i o. E iu E 0 _ 0 J n� LL >n S e c UI 4 U 0 a i a 0 0 0 0 0 N C7 CV OWNER'S SUITE 8'-0" CLG. CARPET O�W I N 17'-8" C00 w 55- 6" DP- LIN N , 0-0BA"f TB + -'4 00 TILE - _ 1 - _- N SHOWER 00 00 S3 (3) 2x4 #2 SPF w/ FIBERG SS 0' DTT2Z @ BASE RROU D TP R&S W.I.C. 8'-011 CLG. A-" CARPET T-8" 2668 HANSON ---\BOX @ 36" A.F.F. DRYER VENT THRU ROO -- TYP 1 STORY a 4'-0" I _ II PT. W OPT. D @ 5'-11 " i A -- S3 I i LAuN- �I AHU 8'-d" TALE v I 16 I i 28 8 ' = I FAMILY RM R.A.G. - - O 2:12 VAULTED CLG. j 9'-4" CLG. E I CARPET I 23'-8" T- I I I I I R&S 4-01, 11' 78' 6-10" iv I 41_711 81_8" N 5068 B.F. OPT. I 4 I r __ ______________ _ ---F--- REF. - -- -- �- BEDROOM 2 PATIO CAFE , - - -- -----� - W 8'-0" CLG. CLG. D.W. o CARPETVAULT. CARPET '24IE6 ' I NC SINKw/ ISP; 21'-2" 2'-2" 21 1 10'-4" , VRUt`f. CILG. T - ■ I oo _TIII 'E ! N 6 OV PANTRY a. i RANGE--- -- N 8-0 = w J6 FLAT FLIAT . uSo 36 TitGL (D nD I : O : 5-SH 16" DEEP i 25-SH H.B. EGOS / BUILDER TO cD PROVIDE W.H. N APPLIANCE p PROTECTION 2'-6" WHEN REQUIRED PER FBC 2 CAR GARAGE 8'-0" CLG. 21 SEDGE OF SLAB 2" BEYOND WALL 9K S3 I A I xUU I/ cQ tt_--J ` 2668 o) 10 I I I II NOTE: FINISHED WALLS TO BE FLUSH. VERIFY IN FIELD. K CC -D--�----- I S3 (3) 2x4 #2 SPF w/ S3 S3 j DTT2Z @ BASE O'Y IIgT` ELL'- 10'-10i„ ;;n j 6" 1 I -HDR AT 7_4'_ li - Elio " 14'-6" I BEDROOM 3 8'-0" CLG. CARPET 10'-44" 25-SH EGRESS A 33 O 15'-101, I 3068 I O)'4'•-' I I I 8'-6" K TYP @ 34 GARAGE OPENING 1 ;NTRY 8'-0" CLG. 2668 r r _____ R&S ---- 5'_4" �"' I N 7,_6" 4068 B.F. a oc W u,s� Z' � BEDROOM 4 BATH f I Ww �l 8'-0" CLG. 0 I 8'-0" CLG.~ 7 CARPET C7 M� w I TILE, 2" TPcr I TB TYP @ 1 STORY FIBERGLASS I A S3 SURROUND • I 19'-6" oQ HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) -1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required " VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 j X 25 S.H. 13 20 X 381 18 � X 37 J S.H. 14 20 X 501 184 X 50 S.H. 15 20X63 184X624 S.H. 16 20 X 72 18 4 X 714 S.H. 1 H2 27 1/4 X 26 26 X 254 S.H. 11-113 271/4X38J 26x371 S.H. 1 H4 27 J X 501 26 x 50 S.H. 11-115 27 X63 26X621/2 S.H. 11-116 27 X 72 26 X 71 112 S.H. --22� 37jX26 36JX25112 S.H. _ 23 37 X 38 36 j X 37 3/4 S.H. 24 37 X 50 36 4 X 50 S.H. 25 37 j X 63 3l 1/2 S.H. 26 37 j X 72 364 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 � WIDE S.H. 32 54 X 26 524 X 25 4 S.H. 33 54 X 38 1 52 j X 37 j S.H. 34 54 X 50 52 4 X 50 S.H. 35 54 X 63 52 X 62 S.H. 36 54 X 72 52 X 71 } S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. in OTIE WALLS TOGETHER BY ROTATING BLOCKS EVERY OTHER COURSE General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or class 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. Bl or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE"C" O +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 OD +28.3 / -36.4 OE +26.6 / -28.0 O +26.6 / -32.2 SEE SN SHEET aimGO 140 MPH ii" NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +34.0 / -44.8 WALL LEGEND MASONRY HGT. @ 8'-0" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "A1" (TRA) 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 FRONT ENTRY 20 TOTAL AREA 2372 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED FLOOR PLAN ELEV-Al CONDITIONED FRAME 2 x 6 R-1KRAFT FACED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED SCALE: Yq l-On (GARAGE / LIVING) W11 N • •. ^ , C J 4M1N o Q� •l f'E jJ�� 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 - Resldential 6th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W Is H I a $ � 8 � NW gC11 E FA 0 pr J C N �' . �; r u- a a LL yC')rNi w m�LL a a z 0 Z m e O X t- co O 7 N ob Z IL o�o� M 2 N Q U O W U ❑❑❑ CD 2 Z pNp z pp N V11 z -9 (Dw 2.8 .8 � �' U 12 O w 8 w m I � 1 -- J I •® Q s� M w CID z Q _j J 4 E O i oo k y Z a V w o Z 0o E CV �9 ru CY c �m O Ofzi z Z(j __ cn �m a3 LL z Nw W T J � o �, _ x� � CID L U � il4 �M 3:0 > Q= L CF, `J Lin c LL j .. Y i � O CL U` CO o = CV T ch d Ln LC) N m T CN co o z z E O �; In � r`o c @ FLU E 'V :? Q p c JOB NO: 20-8076 SCALE : AS NOTED SHEET NO. 1 IF I a'u� _� � ,.� .. _ 1 .'1 IT i I VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES w / / o MEDICINE i CABINET 00 d O Q O a O CV M M M A KITCHEN ISLAND 24" TOWEL BAR ON WALL ABOVE TOILET I TOILET PAPER HOLDER N FIN. FLR. KITCHEN 0 (V OPT. REF. 0 KITCHEN O 60 b M 0 00 1 n MIRROR 4 OWNER'S BATH BATH 2 NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. DOUBLE CURTAIN HEAD RODS ROD Z SINGLE TOWEL BAR IN g ROD TUB OR SHWR. TOWEL BAR ON BATHROOM WALL SHWR. o VALVES = o 00 CO SOAP F - 00 DISH o v I LO o I r Nr o co 1 M M Q TUB BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY OWNER'S BATH 4 f\ INTERIOR ELEVATIONS 42" H UPPER CABINETS —� 36" H UPPER CABINETS — 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT o BRACKET 36" H BASE 0 FINISHED CABINETS - IO COUNTER TOP I� 30 H BASE 0 00 In a CO 0 2x a L9 oo FRAMING I � I 1 T 1 /2" GYP BOARD — T FIN. FLR. 2x P.T. SHELVING - CABINETS - 1'-211 =IN - C Co CV ISLAND COUNTER SCALE: 1/2"=1'-0" 0 00 O 00 I O CV CV FIN. FLR.I. I j J, - CABINET BLOCKING BLOCKING AND MOUNTING DETAILS.I SCALE: „z"-, _o w Iv o �. 0 4 FyI:J \r ✓ .cif/•l Vf�..'•Lrr\"�t\`\ 'ril�/ll.r`r 'J Il4�a`6`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. IN propp i0 Y � C J LL # (tli ,r' — , In v J W LL J a LL aQj -M j LL u- W LU W a a _Z tac Z O m O W N og�a, <� W a� Z LL ° u) NZ M morn V N Q 00 Z ❑❑❑ _......._. .. W Z N — O Z aD z d U N z CD ` v W VN � Ta6� Q S� LJL io a >o o® Q o o �� oa z co _ o f N fO off ��o o � ga �z (n C < zz 5y �o o O� r � Z �p c cD O ars- k'� ilaa 88 3 0 M 2 = '� DC L 4 '> co L0 � N U F— m o M Np ai d) = T N � � E 4-1M N i6 Z Z 0 m f° a E 0 _j 10 Q p -j JOB NO: 20-8076 SCALE : AS NOTED SHEET NO. 2 :u r u. is ! r 1 I I. 12 5�= -. HEEL o 12 5 v T.O.M. -- !/— — — — — — — — — — — — — — HDR HGT. TEXTURED o CEMENTICIOUS 9 FINISH ON C.M.U. (TYP.) to F. FL. — 12 N _. F30 [D] L7 11 E L lJ E1171 IE LEI FRONT ELEVATION - Al SCALE: 1 /4"=V-0" 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be Installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. 14-011 RIDGE VENT 12 y _ _ 5 15'-0" RIDGE VENT 12 --- - __.__�_..-....-.... �.•.. '- 2-+.-.--...1._ �.... .__ �e...f�--..+-. _-fir•-._---.___�_—T -- ��..._..--. ...gip__—"`-'-�`_�-----1..-.- �.. -.... ...- �_,_..._- .�__.- T--+..-�.. ._.d. ��L—r.- .-.L.._• --Y- _ -- � , ��_ -� _ _-_'__ z=...-•-_.__.__.-.. -. 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. l� HDR HGT. ---------- — ----------------- 6" FASCIA (TYP) 2'-0" TEXTURED _ o CEMENTICIOUS o0 0o FINISH ON C.M.U. ZD (TYP.) --------- F.FL. LEFT ELEVATION - Al 1 /4"=1' U ; To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Bullding Code - Resldential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. M eee}}} Qp O OQ 06 N # Q J wn d�J it 00 LL. a u M M t' y a J LL LL s —vr z o Z o rn 0 Ir — 'e � M W w o2P ¢o LL co, N Z Ln M ¢ z N Q J °" ❑00 W 0U) 7 � z N 1 'CD^' w V •U W 0 p UJ O ,N tti CVV W U N s� C:,z LL. E E a Z �g o0 w� gR 3® oa E U r� (— 0 �� XU OQ U O 8U Z Q E O � � O �z <o �J a? mf Z ° W ;z� 8W a NW ��_ '0 w Q d4 �� Illlllllllll� � zl4 � 0 MLA = > CC � W ` / m 0 �— c CN CN m U CO N � �..i r (D O to O = U-) N r T_ M CN M �; o Z Z E O E M a U _J Q p JOB NO: 20-8076 SCALE : AS NOTED SHEET NO. 3.1 -, - , --- I_ r I. r- 1 11 c 0 0 9 LL N NN N 0 15 N O N W rg t3 V) T t7 M c BC - _--4' OFFRIDGE VENT_ - 5 12 ___ r�� _. 12 � � ; �� ��. ;� � � � � 3 TAB SHINGLES. ROOF __. 5 INSTALLED AS PER MANUF. SPECIFICATIONS EXTENDED OVERHANG TO BE CENTERED ON DOOR REAR ELEVATION - Al SCALE: 1 /4"=1 r-0" TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP. ) 14'-0" RIDG E VENT 12 - 1_ 1 ._ 16-0" RIDGE VENT 5 _ .__' -------�•-.,f--.T � .� �.... �..3 Tom. -,�,. , ,,.,..__ ��-�:..��.,,�-.�.� ;,..,_;,,� � = 12 3 TAB SHINGLES. ROOF 2 - - - _ - --_- INSTALLED AS PER — -;- _-�-�--- y- . —.- _, ---- -� --- —_ _1 MANUF. SPECIFICATIONS i : T.O.M. ,.._.,_.. ,,.... �-- - �- ,_.- .___� �_�. � ._.__ ,_�_ � :�- .� .�� �--.�..- �— - - -_ -L-- ------- _- A�- --=-•• ---- - - -- - - -- - - - -- - - - - - HDR HGT. 1'-0" TEXTURED TEXTURED CEMENTICIOUS CEMENTICIOUS FINISH ON C.M.U. FINISH ON C.M.U. 2'-0" 01 (TYP.) (TYP. ) 00 CD F. FL. RIGHT ELEVATION - Al SCALE: 1 /4"=1 r-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION "G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing Intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. VV N \� eO h Q O 1KI �//7`ROFESS``\O f1111111` To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. to W � E m � O �8 N� O N 0 (0 V J y N Cy!� W LL N J W W ayl Nr-�� LL LL yMrNi W vi awa c_JLL � J Z O Z -ern S m O W a m ��rnrn LL ZI �0Z) U Z °C ❑O❑ W Np tnn' (D W O w �N � LL, r:Ri��d�E � 0 Q C::,CIO M M w p w = 'a J i N E 20 I i Z a L.)o o &a gZ w °o1 Z wZ rto Z C C J OCY No �b Z� T wwZ SN Z W r� Cx a 3 o z C> N a pp � k ilt � 3 M � IM W > IM a C LO Y N o ca (0 CD C) N r— I T Ln N E N CY) z Z E Q N c rl E tJ v Q O c _J JOB NO: 20-8076 SCALE : AS NOTED SHEET NO. 3.2 2„ VARIES 1'-10" 1" CAP CAP 2" *NOTE: 1" N iv FOAM TO BE USED 1" RADIUS ONLY WHEN 1/2" RADIUS �la REQUIRED BY ^ 3 1/2" RADIUS SIN COMMUNITY ^ N °O SPECS. IF NOT, €v 3/4" RADIUS 4 1'-5 " Ala ^ c, DETAIL TO BE 1" 2" OPENING VARIES BUILT W/ STUCCO. 1/2" RADIUS 1" 1" 1" 4" VARIES EDGE OF 1' OPENING VARIES 1 Q 21" VARIES � 1" VARIES SIN T 1 1/2" RADIUS 4 2 1/2" RADIUS - c 4" 34, 4„ in r CN All _ v VARIES 1 " �" 11" 3z" iN 3" 1, ,,, 1" 1" j BASE BASE rN z z • MTv 3„ 4„ 1'-8„ 4" � • o CV 4" N 1'-0" � N JN *NOTE: VARIES 8" 2" FOAM TO BE USED ONLY WHEN 3 REQUIRED BY `O COMMUNITY 1 6 SPECS. IF NOT, 1" OPENING VARIES 2' 8N 1" V 4" 1 DETAIL TO BE 2" 2" `r BUILT W/ STUCCO. EDGE OF I 24 • OPENING = 1-1/2" THICK 1-1/2" THICK To the best of the Engineer's knowledge, information and belief, 0 a, CV the structural plans and specifications contained within these c 4„ 10'. -- drawings comply with the 2017 Florida Building Code - x 1y— — Ilk cN Residential 6th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing � �4„ � 10"� Engineer's signature and seaNl � 7 _ I8 N m (p �j pl J J v ba c5� fA ri)��� LL LL a r r � co M w vi x a �J .. a w LU u LL a IN '-la N M — O O„ J4 6„ --. - W �m � m Co — - Z r m o � 2„ 4„ 3„ iv w w rn rn ¢ a CIO 1„ N Q U z N 2 2„ IL Z No N --- -- --- Z v ❑ ❑ ❑ 1-1/2" THICK CD 3„ 2�' � - -- ---- -- -- Z-4 `IV 1'-10" ¢ I I c� o -N 4-1 C3 6 CD o - o o 1 1" VARIES VARIES �0 c ci o 00 1„ (n n 0 2 m �—f v --- VARIES VARIES c �Q _ -- — L 4„ 3 rj M ---- e M 4 d 6" 4" KEYSTONE F11 0 b) KEYSTONE F11 ^ U_ ¢o iv r N Fib OPTIONAL OPTIONAL E LL = o CV I ,, w o o O Q"' A cu 4U V O / oo /� N N F-- D u g CD Rs., 2 4 RQ �" v 3„ 3„ o f � o 0 4 _L a� aZ 4 ' 4" GARAGE DR. OPENING Y 4 4" WINDOW OPENING 4" °' ~S �o y I�nI CIS L1,� C2d Z, Eo 1.�1. (') --- -- II�IS1 NOTE: - v �� �Z • INSTALL OVER STONE, TYP. � J < ° o • FIN. TO HAVE TRADITIONAL Z 0 VARIES • LOOK & SMOOTH FINISH W 3 0 = ' • • FOAM/ EPS MATERIAL IS ACCEPTED � w` o aF V zIa 3 O NOTE: c • FIN. TO HAVE TRADITIONAL LOOK & 2'-1" 1'-4" ° M = SMOOTH FINISH 1" 1'-64" 1" 1" �`� 1 cg 2" •FOAM/ EPS MATERIAL IS ACCEPTED 54 1'-12" 54" I j d- L. 3'_8" �„ iv - W `m 4„ 3,_0„ 4„ '�� 0 1„ N 10„ V-4" 10„ - - C LO �j00 N JCD N [i___..---- 1 = N m 1" - -- -- --- ` Z O O M - - I N rn r E C) o � 4 - • E z E O CV r� 00 -TS7a d U J Q O J N 1 „ '970. 1„ 1j" JOB NO: 20-8076 LO SCALE : AS NOTED o N - SHEET NO. � LN�GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM v • POLYCOAT (HARD COAT) F1 • ACRYLIC SAND FINISH N ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 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). In a Flood Zone, all electrical equipment to be at or above DFE. kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 44" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC. 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2014 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET I AN PqT DUPLEX OUTLET ABOVE COUNTER WP WEATHERPROOF DUPLEX OUTLET � GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH $3 THREE-WAY SWITCH ?4 FOUR-WAY SWITCH $R 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 200A INDOOR PANEL CENTER 01 N14 copper to lights & outlets NEMA 1 00 #12 copper to 20 amp ckts 200 AMP 00 7t10-2 copper to WH No p10-3 copper to Dryer METER n jr 2/0 or 410 SER Alu 200 amp 150 amp POWER CO. INTERSYSTEM BONDING O TERMINATION PER �1 NEC 14, 250.94 4 Bare Cu Ground CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. 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. O EXHAUST FAN O3 EXHAUST FAN/LIGHT COMBINATION �� GJ db ®D ELECTRIC DOOR OPERATOR (OPTIONAL) DEDICATED RECEPTACLE CH CHIMES (OPTIONAL) WP H.B. FOR MICROWAVE RANGE PB PUSH BUTTON SWITCH (OPTIONAL) GFI DISC. HOOD PER SPECS 1-0 PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CO CARBON MONOXIDE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) ®2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER owl ELECTRIC PANEL _ * DISCONNECT SWITCH Q�IZ9 ROUGH -IN FOR OPT. CEILING FAN 4 IL CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN 69 (1) PHONE LINE, (1) DATA PORT RECEPT. FOR ALARM SYSTEM VERIFY METER LOCATION WITH RI III nr-D ELECTRICAL PLAN — ELEV—Al SCALE: %4"=1'-0" a fV a CV 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residentlal 6th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. P' F Zt E ro $ 8 �2 R U 0 LQa N N 00 ll T # sc w -L a y a fir`. LL 4;MM W as 13 �LL� Z W m 0 O O IL IL �oo � r� Z N J Q U p °" ❑DD W 0 ; V N f") Z z � � N �T _0 LL LU O w g N,^ c N v Y ti c'M M Z 4 Z Qa --I E E a .0 Z® ❑a (p fO F_ E K U a gi UO U Z o ~ <8 wZ Z Y � � r Q>o W'. n g� aw CA J W m Z Z aZ W s � ao� o W� 1 ZI� U } \ m •— c Ln t° J N U m U 0 N T tl3 p I CV) V) N LO r M CV) o Z E Q m N 'a E 0 _j w M ¢ o C JOB NO: 20-8076 SCALE : AS NOTED SHEET NO. 4 r - ' 1 1 1 1 11 11 _ 1' I 1 11 1_ 1 1 1 I I 1 I I 1 'I _11 _ 1 1_ III I —1.I I I 1 II a rn z C G) -o x LO 0 J tD O w I 0 i x rr rn Z rr S u7 J co I O v CT C 4Z ti Q O CD E a� E 0 `v C C a� t.N= O U O UI O (1 f1 0 ID LZ N O 0 0 0 Cl- [V C) CN u7 0 W 0 ATTIC VENTILATION CALCULATIONS - Al (TRA) ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule Ridge Off -Ridge 1/300 Rule (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 1.000000 Main 29.00000 Floor 2373 2278 325 1139 81 570 0 _ 573.0 (Zone 1) 435.0 138.0 **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN - ELEV-Al SCALE:1/4"=V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. 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 SO. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA I UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. •,,::1, f ,f,r; rIl, • F' LAW rv` ��. 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. � Is N fp pp 8 UUU N J_J N y O 7 LL7 N J_ W Ll- q.Q M M I W . fn � a a m J LL —vimZ0 Z rag &m0 .. -Z .E N rp fn J W ��irrn d Z � IL 00 ° �0CL (h J N Q U Z 00 ❑❑❑ W z o vz 9 CD LL U � V O w g N C N w _ I Q 0 l O CO W Cl) o Z 0 og ag a. O V R� oa CL E o< w¢ or Z CCO °dw <o w z _ I z �M 0 ZC/) J • i Y g ° W ) U Z NW N� Mill I CIDqz d i Lhi f0 C� • C c° IU N J �i —° T CO m N T (t) O) T T 6 Lo � N M N N z m Z E O cc C a E o :i U � ¢ p c _J JOB NO: 20-8076 SCALE : AS NOTED SHEET NO. 5 C C V-6" , 5'-7j" M TYP @ 1 STORY U.N.O. A S3 Is 8" 3'-0" H.B. 8'-6" ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ aQ x ° ° BUILDER TO (2) #5 REBAR 4'-0" 12'-1" W.H. PROVIDE VERTICALS w/ in APPLIANCE FILLED CELL 0 : I :: PROTECTION �0-0„ I I E QUIR D I I ■ I :: I : • PERBC 35`-4" 20'-6" 3-1/2" MIN 3000 PSI CONC. N o iv I SLAB FOR HERNANDO I M J r COUNTY ONLY S3 S3 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 MIL VISQUEEN 2. 7a.. 4'-9" 4'-10" VAPOR BARRIER EDGE OF SLAB 2" ■ I I I BEYOND ALL CJ .GJ I 4 1 I 1? 5'-3" 1'-10" 3'-6' i T M I O I. N rn Ao0 :.:.....::....:: (2) #5 REBAR I O jFTG �, VERTICALS w/ in I ' -3 1/2 Cl) FILLED CELL 2-6„x2-6"X 1-0 G : _ _ I W/ 3 #5 E.W. SLOPE ' 2'-6" x 2'-6" x 1'-0" 2 () #5 REBAR I `47 AHLI I VERTICALS w/ in I W/ (3) #5'S E.W. TYP @ 1 STORY U.N.O. A 00 I N CC K I S3 S3 FILLED CELL bo Ci I I- - - - -IJ '.'.'.'.'.'.'..' . ...'.'.'................... . iT 2'-6"x2'-61.X1'-0" FTG W/ (3) #5 E.W.LO I (2) #5 REBAR INDICATES FILLED CELL w/ 3000 PSI i / PROVIDE Y2' x 9" `r' CONC. GROUT FROM FT. TO BEAM � � RECESS FOR FRT. DOOR SLOPE I S3 VERTICALS w/ in W/ (1) #5 REBAR VERT ABOVE SLAB % -- HVAC CHASE TOP OF CONC./ PAVER T BE 4" 4'-0"io 4'-4" 4'-6" FILLED CELL I TYP @ ALL PLACES SHOWN % BASED ON 0'-0" BELOW FIN. FLR. ■ " ' ■ ■ ■ ■ HOOKED FTG. DOWELS 5" EMBED I �' LOCATION I ..:::: ' ...... W/ 25" EXT. ABOVE SLAB "GRADE 40 �' :::. ::: ...::::: L STEEL" 4'-0" i 16'-10" `4 STEPS AS I PROVIDE 1 Y2' RECESS .'.' .' . v REQUIRED PER FIELD I FOR SGD. REFER TO KITCHEN ISLAND MASON'S SLOPE FOR LOW WALLS " " " " ' " " OPT. iCj: " " ' " " " I CONDITIONS WIDTH �� CJ 1 -----------J CJ REF, ��J ■ Ci— ■ _ �—_----_—__—_—_-- — — RASE TO ISLAND — � ° l I — — — — TYP@ 1 IF-- • • , I i D.W. I �O , , I • III STORY U.N.O. A N o S3 I I i LL _ _ J— J -1 il) S3 'n v in 'n I SINK / DISP I 3 1/2" 1 I L_ — 16'-0" 2._94.. 6'-10" ..... I :: :: 0'-0 ■ C v it o - ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ - - - H.B� 3'-0" 5'4° V-918" 3' TYP @ 1 STORY U.N.O. A S3 5'-10" 3'-10" 6'-0" 2'-10PA" 1 5'-11 4" FOUNDATION PLAN MONO — ELEV—Al 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 117 CONTROL JOINT DETAIL SCALE: 3/4" = V-0" "--#5 CONTINUOUS • , .:•' �. REINF. SEE FND. FOR "• ' QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. • • HORIZ. REBAR, TYP. "•• U.N.O. "Alternate: The reinf. bars shall be jam:. �;; �; �;; •: ; �r.:. �;;,: �r cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" ^fir •l. /t 1�rA`�„"O _ q; CV L0 �f`�!r.•40FES510`k �1 11lilliil4` � To the best of the Engineers knowledge, Information and belief, the structural plans and specifications oonlained within these drawings comply with the 2017 Florida Building Code - Residenllal 8th Edition- Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. _.: H r- N_ (p J 0 (0inti�� N •� % -,a« LL u-a w u� u- Z M u - d Z Lro°y' p0 on -j m7 N z a co LD 2 6 0 N N NIL OU oJ Z ❑ ❑ ❑ W z z o Q V I J r M V) l O w s N LU tlkltv„1,±!, = Y1 Q S� o � M zaz O w E Z oo zR O F— Wz R0 oa o� Z O CV � a gz wg °Z wz ¢� C: N C o OY U m� ° OK 7 z r) J aW <'w i �o a3 8 � �jU �w W U o o� _W 4 i� � o �o O F r ila a x o° 3 > •� c co Ln N J Ile Q v a O 04p � d- I v) N r M z cc z E O U E JOB NO: 20-8076 SCALE : AS NOTED SHEET NO. 6 TYP 1-0 2A A S3 (2) A T U L) CJ1 CJ1 M � CJ3 C J3 CJ5 C J5 III I EJ7 I EJ7 I I A II I EJ7 EJ7 S3 EJ7 J7 E (2) X !�' I EJ7 ! 1 EJ7 1 1 �1 I EJ7A I 1 1 1 EJ7 � 1 D1 EJ7 " I EJ7A II I I I EJ7A II I EJ7A I I (2 I I EVA X II I I EJ7A EJ7A U J7A 7 D1 I I " I o EJ7B EJ76 I � I I I II CJ5B 0 Cj3A J ^P 1` ¢ ¢ A Cl) a r' ¢ Cr) a ¢ ¢ m a m a ¢ ¢ T% ¢— � Q -- a ¢ ¢ ¢ co ¢ CO ¢--a r - ¢ c C7 a N m m m W m U U 0 U LU a (2) A A (2) (2) A S3 A UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10-8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2"& 8-10d H HTT4 3610 3105 5/8" ANCH.1(18) 10dx1-1/2 HTT4 4215 5/8" ANCH. /(18) 10d x1-1/2 J HTT5 4350 3740 5/8" ANCH. / (26) 1 0dx1-1 12" HTT5 5795 5/8" ANCH. /(26) 10d xl-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 -- 2 - 5/8" DIA. BOLTS L HD5B * 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5350 --- 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 314" STUD BOLTS TDX10 10140 -- 4 - 7/8" DIA. BOLTS N LUS26 1165/1060 `* 1005/915 "' 8 - 10d x 3" JUS26 1000/1080** - 8-10d P HUS26 1320/3235 *' 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 -- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 `* 30 - 16d x 3 1/2" HUS28 2950/5090 -- 30d -16d x 3-1/2" R MTS12 990 860 14 -10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 990 860 14 - 10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 990 860 14 - 10d x 1 1/2" MTW20 1195 1005 14-10d x 1-112" U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V LGT2 2030 1750 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1550 1550 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 112" SP1 555 535 10 -10d SPT22 735 8 - 10d SP2 1010 605 12 - 10d SPT24 1090 12- 10d HCP2 590 555 12-10d x 1 1/2" HHCP2 680 570 (20)1 Od x 1-112" * MINIMUM 3" MEMBER '* REACTIONS ARE FOR ROOF LOADS ONLY DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 10-17.19 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 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 +) (e) 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 (`*). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR INTERSECTIONS. SPLICING w/ 2 x TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) 10R 2 PLY BARRIER SEE SHEET D-1 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-Al SCALE: 14"=1'-0" vFLO v I r, ".•" !�,cF.S'� 1C`V4 lly To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Fiorlds Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H 00 8 (0 O N [ � LL r # a1 J W a LL y j M W a a W N LLu_ -J p Z O Z m c °1 troo mco0 02� W W d rn N a ILZ oo°o0) OD LO N M Z U OU Z �0❑ W z z z � C� r I vCD a r` M (>3 W � U 0 W s v F— Eg I _0 Q N 0 M 2 W Z aQo0® J � C 0 y¢ a gz i > na OW Z � o E N K o0 go o n U a �� d � as mx YU� Nm z co N J QZ O W N oa a4Z o O w � F- 0 CAD H V dTi; zl0 3 c ) i N >� L ro 0 • � c LO �D CN � O as W)1 m j 4- CO � � �. o d- r— co o C� N r CV LO T M N CO o Z z E C7 a E c0 Q o C ]OB NO: 20-8076 SCALE : AS NOTED SHEET NO. 7 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" 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 .O Safe vertical load Safe horizontal load - GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 8F44 1 B/1 T 8F40 1B/1T 8RF400B/1T 8F321B/1T FORM dt GROUT SOLID CQC 9 W O U /5 BAR CONT. 8F12-1B/1T O "V" LINTEL DETAIL SCALE = N.T.S. Le a 08 go I C nni�w i Me 1 TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY Q 8 F 16- B/ 1 T Q Qw Z o tNOMINAL. QUANTITY OF #5 REBAR AT WIDTH TOP NOMINAL- ° HEIGHT MATERIALS cT-f pr�ecasfirntels = 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. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #S(1)RRALTERNATE POWERS MIN. (1) RECI'D Q'D 1� CLESTEEL LINTEL AR O A ° < e .M.U. #5 REBAR AT TOP n ° < MIN. (1) REQ'D ° /J 1-1/2" CLEAR a " 0 A A ° < GROUT J C n C.M.U. -45 REBAR AT w O BOTTOM OF LINTEL CAVITY a i� Lu - F tE w I- (nw - \ n 1 OTTOM o ccQ � n Q REINFORCING PROVIDED IN LINTEL < O v) 7d =' Ct 3 m C C> L, #5 REBAR AT B( 7.5/8"ACTUAL 40MINAL WIDTH � X O 0o AS INDICATED (VARIES) c~n 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 F F 4'-6" LL 4'-6" LL �E 5-10" LL LINTEL PLAN - ELEV-Al SCALE: Y4'=1'-0" ,�:��tE�Ft►s�srr F[SSION \� .\ To the best of the Engineers knowledge, information and belief, the structure) plans end specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W a_ o 98 � 0 N J 00 7 1[') � � # � w N Q � u a J 4. W LL a Z LL tm O�H 19'oN1 mm W ��pjO' o a .. Z LL 1.9 c0 NCl) O d' O rn N o < L) Z ❑CJ❑ W cD Z U) Z ii Q � rl 13 V) z -8 4--r •U cn u- LU o '�• 0 w Uj U Q � 0 N s� h w Cl) o E o � z® E OV (- 6 Xo a0 oa w ¢ 00 8� Oz dz it � c ai xzZ "°�0 Z N N _J t/� a ^ a Z z W NN o go aw 0 I� � a 0 i .0M > d. � c Ln N J �i CL ° U Cfl °' ... o D 'ct O Oi N M r L.(') N Np c� o Z E y 2 M a E U 'v Ic Q p c JOB NO: 20-8076 SCALE : AS NOTED SHEET NO. 8 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 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 RAID) 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 ad. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF ATTIC CHORD BOTTOM WIO LIMITED STORAGE ( ) 10 PSF (NON CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4. 1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ed. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO 1_/480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fly = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-1-P CONCRETE NOT EXPOSED: 1 y„ 1) GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (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) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE 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. 6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALBE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7116" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION, WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH, 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4. 5. 6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'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 T U 0 BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv = 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 ad. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least T-0" away from the building side walls. 3. Irri ation/s rinkler s stems in luding all risers and c g sp y hea s shall n�t be installed wRhin 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilutipn. If rainf II occurs before vapor retarder placement, retreatment Is required. 9. FBC-R R318.1.5 - C ncrete oyerpou 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 verti I chemical barrier mupt be installed after construction Is complete, including�andscaping 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 T-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: 56 SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1)/" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE 3/8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. CV 'ONE, \ �\ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W _.. a 00 S 48 Lj N J W ^ Cl # LL to J W W a j F- LL LL N N vi c: MM W LL LL L L a s 13 J Rz0 Z ~ c) S -ro CJ!gOWLO i� W��pO _j p d LL Z w O QW 0 M z U J iN °6 ❑ao W Z z o n- N N Z Cl) 0 -2 (1) , 1 �T rFs '�'�• U V' 0 g �N U w E I Uo d 00 • N 1 oa o z � u Q E o E03 =o g >o Q s =a m uo oQ Z- C O ro N .0 w tt ru C N cu hY U O �o 0¢ Z � z cu h W � v w� g �2 wF¢ a0 ax 2.CM >� � \W / 0 c co Ln N j L m U` CO ��„�• N O T CN fa 0) 'Rd, = N T Irt � LO N r E M c� o z Z :3N E 0 c d U � Q p JOB NO: 20-8076 SCALE : AS NOTED SHEET NO. S N 10'-0" TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE O O O 5'-0" `n STUB -OUT FOR O o o icy GAS METER 0 0 CV = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY`* RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16-5" (1) SIMPSON HTS20 OR 3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24' O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 154" (1) SIMPSON HTS20 OR (3)16d TOENAILS =OEUN ONNECTIONSDESIGNED FOR SHEAR ONLY (i.e. RAFTERTO RIDGEBEAM). N YELLOW PINE, 55 PSF LOADING ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE LU 15/32" CDX PLYWOOD OR 7/16" OSB RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + +- i + + + + I- + + +- + + + + +- f + + 4 _} + +- 1. + + ! t + + + + t + Q + + + + + + -+ + + + +- + + + + F + t + I + + + + i- + + �p { + + + + + + + + + + i- + + I. + + + 6'4" + + + + 6'-0" + + + + + + +' + f + } + + + + I + + + + 4 + + + + ,. + f + + + + + O + + + + + + + + + + + { + + + + + + + + -1- + �p + + t + + + + + + i- + + + + + + + + + + + -1- + t + + } + Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 112" 602.0 wood panels 2x _ + 5/8" or 3/4" wood panel 902.0 2x A lumber Double 2 x_ lumber FILL CELL w CONT. #5 > STD. 900 BAR HOOK STD. 90° HOOK BOND BEAM BOND BEAM STEP SIMPSC w/ (22)10d NAILS TYP. GIRDER TRUSS - CONT. #5 BAR 2X TOP PLATE 5/8" 0 #5 CONT. THRU FROM BOLT FOUNDATION TO HIGHEST -��- BOND BEAM SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMNPLYWOOD FLOOR SEE PLAN FOR REQ'D ,r !'SHEATHING PER PLAN COLUMN AND CONNECTION ___/ 1} f—TJI TO BE CUT TO ALLOW I ," FOR BLOCKING/TJI I r - 11I" �t ���MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH SECTION Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS @ INT. BRG. WALL DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) N.T.S. r 1/8" min. )Small gap 2" min. Filler blocking 1/8" gap i 2" max. 4" max. Web Stiffener Fastener -joist Schedule - Joist Bearing Location Series Depth End Intermediate ®1 9-1 /2"12-8d BCI 5000s 11-7/8" 2-8d 2-8d__ 3-8d ~ i Clinch nails -! when ✓ __ 14" 2-8d 1 9-112" 2-8d BCI 6000s®' 11-7/8" , -8d 5-8d 2-8d _ 3-8d possible' J\\ 14"_ 1 BCI 6500s®II 2-8d 16" 2-8d_ _ 5-8d 6-8d 1) Support back of web during nailing to prevent damage to �� _:� _ _ 111-7/8" 2-8d ' _ 3-8d web flange connection. _ If Tight fit \ BCI 60s® 14" 2-8d r 5-8d 2) Block solid between joists for full length of span. 16" 2-8d 6-8d 3) 4) Leave 1/8" gap between top of filler blocking and bottom of top flange. Place joists together and nail from each side with 2 rows of 1 Od nails 2x4/Plywood/OSB web stiffener 11-7/8" 3-16d 4" max BCI 90s® 14" 5-16d n 3-16d 5_16d 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when indicated or 16 6-16d 6-16d - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Ye" GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouth guts. N.T.S. - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack over squash=20 blocks and * Non stacking walls require additionalwall or beam below.* Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges at bearing. Boise Joist Blocking Use 3" (1 Od) nails at 6" o.c. Load bearing walls .Ld. _L i . Provide adequate bearing for each lapped joist. nails SECTION @ INT. BRG. WALL N.T.S. 910d10( N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : for vertical load transfer Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over d blocking and wall or beam below.* Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 1 Odx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration.— 6"" A 1 Z' ROUND HOLE MAY 6" 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Yz" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE, USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7, 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 1Y" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. I.0 SIMPSC w/(22)- NAILS 1 TYPICAL SIMPSON MGT TO BUILT—UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY W FASTENERS TYPICAL SIMPSON HETA20 / HETAL20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL IL°_=1liou�: Backer block (12" wide min.) nVT INail with 10-1 Od nails.Install tight to top flange. SLEU STEM SEE PLAN FOR •• a . • ; • Joist hanger' il FOUNDATION INFO . .a STEM FOUNDATION i^ Filer block GRADE REINF. SEE PLAN 1, Nail with 10-1 Od nails. n Backer block required where top E { a mount hanger load exceeds 250 lbs. TTT Install tight to top flange. 1/4"-2" gap rl f— 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. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height ll requirements 0.6 X Joist depth I —JOISTS BUCKETS N.T.S. A/l, 1-MAJt 4 rvk1 SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A i% (WHEN w/ (18)10d x 1 1/2" ° / _ - REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE a a d' �e _ TTi-Tr SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION A A a PVC OR SCH40 SLEEVE r— PLUMBING LINE L d A- 6 an e _ � 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 v' a . - d - °a. a ea G a d I' _T _III II o a. n d� II_ l III SEE FND. PLN. SIZE & REINF. 0 WN FL ��`''�i OFESStOta 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 F It p a 8, N i! V FA a�No LL y n CCL Q y U. `7 1 W mLLu_ aaa..`` J r � ; O Z � o i- r@°' ODo WQjO' LLZ N ci ¢� 0 N N fh Q (. ). O J 2 OU ❑❑❑ W C� t1 V z N 00 z fl- N t! ! (V � Z I (D cis u f13 U w O—� V) w c - _Q c E s It o CI)," w Z U_ o �� aE a H� ^ o� oa '0 ottZ ZZ Z O F� 0 z a - C Yc� y O o Z Z Oz zC C/3 _J �� �Z � O U z NC h� 3 o =�a ° 1M m W \ m •� C L0 Y N .-. Q � O � ^C'' m U W � N 70 m p L o T i lli N I� � to T E M z° z E Oc a U 'D p JOB NO: 20-8076 SCALE : AS NOTED SHEET NO. SN 1 N x LO CD v, r` 00 I 0 i Q �s I` W LO O r` 00 I 0 a 3 Q 0 O a 0 ILL 121 0 U CS i 8 0 i a _3 C 0 0 N No N 0 0 0 a N N LO 0 v FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (Typ-_)VARIES / INSU 5/8" OR 1/2" HIGHJ STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90'HOOK (SEE DETAIL) 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE 2 #5 CONT ON 3" (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 31/4" TAPCONS @ 24" 1 & c @ 6" MAX FROM END OF 2 x PLATE (1) LAYER TYPE II (#30) () 6 x 6 W1.4 x W1.4 r UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH > 4:12 ° p (2) LAYERS TYPE I OR TYPE II p (#15 OR #30) UNDERLAYMENT - ° I I 4 FOR ROOF PITCH 4:12 OR LESS. II toI PRE ENGINEERED WOOD L ° TRUSS @ 24" O.C. U.N.O. WTI.' HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ 8" METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" SN1 ELEV. VARIES FOR ADDITIONAL SLAB S3 - - ALUMINUM DRIP INFORMATION. EDGE 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=1'-0" ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C %12'N.O. 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 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 SIMPSON SP2 w/ (12) 10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL - EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ _ 2-0/16" PLATE WASHER (TYP.) ELEV. 0'-0" _ (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" A.F.F. O.C.) 2"- z �31/2"MIN. ELEV. 4-31/2" JF, 00 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. < 8'4'. (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"xl2" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > V-6". INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) SIMPSON SP1 w/ (10)10d NAILS "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ 10 10d NAILS IF NOTED, THIS REFERS TO THE ( ) STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE INCLUDE THE WALL 6 x 6 W1.4 x W1.4 ATTACHMENTS 2�� 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH WWF OR FIBERMESH �31/2" MIN. p p I'8 1/2"(min.)-4" p 1/2"(min.)-4" 00 ;n) rr31/2"(mi.- 4" (2) #5 CONT. -� 4„ I�l t f1 ;,I --III , 8" (2) #5 CONT. 4" ,� , �8" U.N.O. MIN.U.N.O. o TYPICAL BEARING WALL @ STEP @ SHEARWALL K�C�TYPICAL BEARING WALL @STEPrcc "SHEAR WALL" SCALE: 3/4"=V-0" noW �0 40311 M SCALE:3/4"=V-0" S3 EE SOFFIT SHEET LOAD BEARING OR 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. EXTERIOR WALL 8" C.M.U. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @THIRD POINTS FORM SUBMITTED WITH PERMIT APPLICATION /' \ NOTE: SEE SECTION C/S3 FOR FILLED SOLID W/GROUT 8" C.M.U. TYPICAL TYPE "S" MORTAR ARCHITECTURAL FINISH SEE CC/S3 OR G/S3 FOR ANCHOR BOLT INFO, (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ 10 10d NAILS ( ) TYP. - °c1V - 04 #5 VERT. IN FILLED CELL 5/8"x6" "J" BOLTS BOLT @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR (6)1/4"x31/4" TAPCONS SPACED EVENLY 2x P.T. PLATE ASSUMED FINISHED 5/8"° x 10" "J" BOLT 24" 0/C W/ 2"°X 3/16" @ PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH ., E 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. SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2X PT PLATE WEEP SCREED INSTALLED PER MFR INSTRUCTIONS CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL K.O. BLOCK 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING h BAR w w #3 OR #4 REINFORCING BAR 0 ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM END OF 2" x PLATE ° 740kSii] i . ° ° . ° GRADE 40 MIN. F x a r 1x2 PT WD FURRING @ 24' O.C. GRADE C, ,� ° z #3 & #4 LAP SPLICE _ - GRADE 60 MIN. FNFINISH GRADE °0 [ a 7 I (1) #5 VERT. IN FILL MONO OR STEMWALL Z �'� - - - a ° 25" MIN. LAP [30" MIN. LAP] a- -��- 1/2" GYPSUM WALLBOARD ° - ° U.N.O. CELLS (SEE FOOTING MONO SHOWN 4. ° T 00 W - - - FOUNDATION PLAN FOR CLARITY p D 6 MIL VAPOR BARRIER - a -I I T FOR LOCATIONS) P D III-III=1 -I �*1- I I_�jT 1 N z #5 REINFORCING BAR R 1 7/8 1x4 P.T. BASE NAILER ° I, III-III=I I_ -III =III- z I '�' �j T #5 LAP SPLICE I III -III III -III III II I • - - - , 4 x4 INSPECTION- 31/4" BASEBOARD PORT AT EACH NOTE: g III -III 1--1 I I 1 11= . c" _ ° ° 36" MIN. LAP [36"MIN. LAP] FILLED CELL TYPICAL 'FOR BEARING WALL - - - r COMP. SOIL. (COMPACTED TO - - - - -III-III I III-1 1, W/ UPLIFT ONLY _ _ _ _ _ __ 95%MODIFIED PROCTOR ASTM =III- 10" MIN. 2500 PSI CONC. SLAB - - - - i= co AT GARAGE CONTRACTOR _I _-III III -III-III III = III -III- III III- III I D1557) � III- , �� � - MIN PSI MAY VARY PER cn -! III -III III=1 III=1 =1 III-1 III=1 =-III III- 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TO CUT BLOCK OR POUR =1-1 l l l =111=III=1 1 1 1. III=1 -III #6 LAP SPLICE CURB DUE TO SLOPE - rDN\� CONCRETESLABW/6X6 a NOTE: EXTENDFRAME WALL TO C.M.U. WALL CONNECTION TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF W1.4XW1.4 WWF OR "FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. Cl) c _r ° I ° I > 6x6W1.4xW1.4 ° 31/2" WWF OR FIBERMESH 6 MIL VAPOR _ ° - ? min.) 4" BARRIER ; p 1 a ° COMP. SOIL. ° °p (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. 1'-4" (1 STORY) ON 3" CHAIRS TYP. STD. 90 HOOK (SEE U.N.O. 4" 1'-8" (2 STORY) DETAIL) TYPICAL WALL SECTION A SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5 Y" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS-, BLOCK WALL BEYOND 14' O.H.D. RECESS _ z *. I SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR ) / 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. SCALE: 3/4"=V-0" �t GRADE T � r JlT r rn >n _ #5 REBAR w/ OPT. Tf-10) SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 EXPANSION JOINT N M SEE A/S3 OR J/S6 FOR REINF. INFO. BLOCK WALL BEYOND O.H.D. RECESS 3" MIN. CLEARANCE GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB �0-01, J CONT. BEAD SEALA& INTERIOR a.. -31 11 CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB AGE Cl) 6 MIL VAPOR BARRIER FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR TOP OF BEAM & LAYOUT DESIGN SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL BEAM SIZE & I CONNECTION INFO I I 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING Z ATTACHED PER NAILING w SCHEDULE Ix > w 6x6 P.T. #2 SYP w III ABU66 Cn 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"0" TAPCONS GARAGE COLUMN TO PORCH SILL AT 8" O.C. ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS INSULATION PER CHART SQUARE CMU BLOCK BASE, ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR ` 6 x 6 W ..4 x W1.4 N SIZE AND REINFORCEMENT) WWF OR FIBERMESH , a BRICK PAVERS or SLAB PER COMMUNITY SPECS 111-,-1 I �II.� III- � I I- -1 I I• . . . 901440011 (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s V-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) ._' E 6x6W1.4xW1.4 WWF OR FIBERMESH ° .jj. ° TTT1.Tifi' o (2) #5 CONT. 111ti=fll,- I , ff1 I 1 ON 3" CHAIRS (TYP.) L1, 1,�11 8„ TYPICAL INTERIOR BEARING WALL W/ UPLIFT rG SCALE: 3/4"=1'-0" VARIES S3 1 1/2" RECESS FOR r6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.)� I WWF OR FIBERMESH SEE A/S3/J/S6 -� I ' + �L 8" FOR REINF. INFO. l OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS as S.G.D. SCALE:3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD CONT. FOOTING STEEL- TEEL MAT REINFORCING. I'7 00 -GRADE_ _ - ° 0 II -III ° °• =III-I_I_I. III z I.- w o = _= -III- = w oWLUw -III =II =IIL Z on Cl) =11 III-1 -1 _11 l III =1 II 1 it BEYOND FOOTING I1-1 I I_I I I I I I I..I I I I I -III __ I I III III II-1 I I, I :III.. BEYOND PAD REINFORCEMENT -i-I (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL K�N SCALE: N.T.S. S3 '°•.......... ��'�9j„?GeES510�P 0 i!ii9� to 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 seat. W a g 8 �(p9W 0 p) N C N 5 Y) ##w - fi rn r '0 LL J 4. LL LLLL a a �zo Z mc�' Lp� ego W 7 �ryfD m m -j a LL = r�2°n'°' co NZ <ON inQ N U J CD z z WNW N0Q) c� € (� �O�$ w c J' � E S • �Q U Ch 0 I� __ r< J E 0 - g �® V zo� (O ~ @ � O gg$z $o Up U z iv <o �� m� � sZ x 05 _j S2 g z a Wo T y kz S a� _< o- �M � ^� CI, cc W as •� c f° Ln N CN N N a 7- O ICU 0p I T ci � N � M y ; N M o z Z 10 E y w a ci ¢ o JOB NO : 20-8076 SCALE : AS NOTED SHEET NO. S3 (MONO) (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION - CONNECTION SCREW OFF CAP (3" DIA ) DOUBLE 2x TOP PLATE .� 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 7 5/8" 8" 7 5/8" 8" I SOLID AREAS ARE ❑ 7 5/8" 8" TONEAILS SPACED EVENLY EXTERIOR FACE OF BLOCK ❑ STEEL AND GROUT ❑ ❑ HEADER FLUSH TO OUTSIDE OPTION WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 21/4" INTERIOR WALL ❑ ❑ ❑ 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. 14 12 SEE TYPICAL WALL SECTION (TYp) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" 0/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. ` SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12) 10d (3) 10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD - _ _ SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD BLOCKING (TYP.) 2x P.T. PLATE\ —ROOF TRUSS 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT ::z UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT MOISTURE BARRIER - _= 1 #5 VERT. IN CONC. FILLED CELL W/ J/7 _= STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL rF� Ct - DOOR OPENING ---- -© DOOR OPENING - TO DRAIN J� EXTERIOR ❑ WALL CLEAN -OUT A WALL ❑ ❑ ❑ SCALE: N.T.S. S4 ❑ 1 ST COARSE 2ND COARSE 3RD COARSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D S4 SCALE: N,T.S. S4 KNOCK-OUT— BLOCKNOTCH LINTEL WHERE REQUIRED W/ (1) #5 FOR CONCRETE PLACEMENT 1 g 4 8" STD. 90 HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN, PLAN FOR LOCATION NOTES: 1Q FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. Q 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. SCALE: N.T.S. S4 WIDTH OF OPENING VARIES 411 FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL N� Tom/ > 0 N FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. 2x CRIPPLES @ —� KEEP STIFFENER BACK FROM SIDES ENOUGH 16" O.C. W/ (2) 12d TO ALLOW SPACE FOR FLAT MASONS TOOLS TOENAILS T/B SIMPSON SP4 w/ (6) (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY 10d x 1 1/2" AT EA MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END STUD (USE SP6 FOR MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) 2x6 WALL, USE SP8 FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION FOR 2x8 WALL ) K/S4 GARAGE ENTRY FORM DETAIL 10d NAILS @ 8" SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. O/C TYP. IN PLACE CONCRETE GARAGE FLOOR SLAB 8x8x16 C.M.U. GARAGE DOOR- TRACK MOUNTING BRACKET DOUBLE 2x TROWEL FINISH SEE GENERAL NOTES _: CRIPPLE STUD TYPICAL (U.N.O.) GARAGE DOOR ROLLER GARAGE DOOR TRACK SLOPE FORWARD CONNECTION ASSEMBLY FOR DRAINAGE - ` :.., GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR _ MOUNTING BASE DETAIL', SCALE: N.T.S. 4 n I- -SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR 1B0OM OF MOUNTING B E DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL rp_� SHED FORWARD THIS DRAWING. SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET FOP 3 3ARAGE ►OOR VVWlA W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK KK SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON V-4' (1) 2 1) 2) (1)LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) 1 (41 (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR i. GREATER HEADER 1 \—(2) 2x HEADER SEE PLAN INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. 00 OR SIMPSON HTT4 TYP. Op U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. SL� SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 12 (TYP.) 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 SIMtSON SP2 w/ (12) 10d I NAIL AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS = __ SIMPSON HETA20 w/ (8)10dxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 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 I&,, SPLICE STAGGERED ATTACH ALL J EXTERIOR STUDS W/ (4 16d TOENAILS TOT P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS SIMPSON rc 1 L P.T. ATE 011viroulm 01-4 CvP2 oIIVIrouii SIMPSON SP1 SIMPSON SP4 10t ST J M. ;;;�kNAILED TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL INTO TRANSOM FRAMING SIMPSON SP4 � d — 2X8 P.T. BOTTOM P ATE SIMPSON SIMPSON C SP4 SP2 --i NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 TRUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS IBLOCKING @ EACH END w U 2x TOP PLATE 1 U) V2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° o ° • HTT4 w/ (18)10d NAILS (3610# SPF) ° o • HTT5 w/ (26)10d NAILS (4670# SPF) • DTT2Z w/ (8)1/4" x 1 112" 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 w/ (14)1/4" x 21/2" SDS (4065# SPF) • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) • HDU11-SDS2.5 col (30)1/4" x 21/2" SDS (68659 SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT C • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT ° • FOR HDU11 USE 1" DIA, x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT HTT / HDU TENSION TIE ::Si4�) SCALE: NTS ;P4 2X TOP PLATE OVERLAPPING I NAILS @ 6" 4GGERED 30LTS @ 24" O.C. 1X 2X P.T. PLATE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 " 2X8 P.T. BOTTOM PLATE D 5/8"xl0" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ROOF TRUSS ABOVE F 2X BLOCKING 0 C -(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 0 �3TRANSOM FRAMING 0 BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/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 J-BO • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW TS @ 24" O.C. MAX. (MIN. LPER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY SCALE: N.T.S. H;1,1 41te ���///ft111t!!'•al�,! � 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. W h Q Co E to 0�p p g 1 N # V O N r r m Y rn�i U. Q t9 roM(N7 W to J LL LL ° a t j trmo f O N m m W ���Y, ¢ a a Z /rr L00 O N Z a OLL N N co Q Ci 0 J W CD � z M z $ z� N E3 V L vC1 � 5 Q) �-1 (a clD LLI o U �/� 0Ln w g N v ! C U e •. i E 1!8 .' o _CO , M E �� ii 0 Z• F� M� E :'� Z- 8 L z � Z J z 'En>� <o m� 65 J Qw '2 A s° a �w W T � U ¢ o rZ- O o �Q 0� cn r7' z�4 cUi3 '0 co � W • C L17 N .�-�. 0 m 1 m o 'Cl. T (B CD Qi T LO Lo E E 2:1N c N M Z z , E (0 a U .j ¢ p JOB NO: 20-8076 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAM1( W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4 1/4"x2 3/4" TITEN TO CMU SEE STRUCTURAL NOTES AND BACKNAIL W/ (2) 16d NAILS BACKNAIL w/ (2)16d NAILS SIMPSON H10A w/ (18) SIMPSON SP4 w/ 6 TOENAIL W/ (2) 16d NAILS SIMPSON H10A w/ (18) () 10d x NAILING SCHEDULE FOR 10d x 1 12" AT EA. 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. 2'x4' SEE STRUCTURAL NOTES 1 12 AT EA STUD (USE BACKNAIL w/ (2)16d NAILS SIMPSON H10A wl (18) SHEATHING DETAIL OUTLOOKER OUTLOOKER SP6 COD) 6 WALL USE 10d 1 12" AT EA TOP CHORD @ 24" O.C. NAILING SCHEDULE FOR OU I LOOKER AND NAILING SCHEDULE @ 24- O.C. FOR SHEATHING DETAIL SHEATHING DETAIL BLOCKING FOR .. FIRST FOUR ROWS OF 45° t 24 MAX. TOP CORD BLOCKING 45°t 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 CRO BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" O/C. CMID HEIGHT OF TRUSSES @ EDGES SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF OF SHEATHING TYPICAL TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 48" O.C. EACH JOINT W/ 3 10d () AT LEAST 90% OF WEB @ 8'-0" 0lC. EXTEND AT LEAST 90% OF MAX. & (2)10d TOE NAILS @ 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT 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 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED THROUGH CHORD CORD ATTACHED W/ (2) 16d TOENAILS "T" ° INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD7 w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD 2x4 PANEL BLOCKING @ 2x4 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. MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED EA. END TYP. TOP & 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"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" '� EMBEDMENT IN KO BLOCK GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) 10d NAILS & (4)1/4"x21/4" SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE BACKNAIL W/ 2 16d NAILS SIMPSON H10A w/ (18) SP8 FOR 2x8 WALL) I / SEE STRUCTURAL NOTES OUTLOOKER AND NAILING SCHEDULE 2x4 OUTLOOKER FOR SHEATHIN DETAIL " O/C @ 24" 0/C 2x4 OUTLOOKER @ 24" TOP CORD O.C. (OPTIONAL - SEE 4" MAX. BLOCKING FOR ELEVATIONS) !24' FIRST FOUR ROWS DOUBLE TOP PLATE TRUSSES @ 2x4 CROSS BRACE APPROX. 8" 2OF "x4" CROSS BRACE MAX. EDGES OF EN FROM RIDGE FASTENED AT APPROX. 8" FROM SHEATHING TYP. EACH JOINT (2) & (2)10d RIDGE FASTENED AT "L" BRACE TO EXTEND TOE NAILS @ EA. END EACH JOINT W/ (2) AT LEAST 90% OF WEB 10d & (2)10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2)16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED 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) 16d NAILS BOTTOM ATTACHED 48" 2x BLOCKING W/ (2) 16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH M 2x4 "T" ON TOP OF PANEL SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" 10dx3" @ 4" O/C BLOCKING, FASTEN WITH SDS SCREWS TO TRUSS & (4) 1/4"x3" 10dx3" @ 4" 0/C SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12)10d 2x4 LEDGER (MATCH BOTTOM NAILS AT EACH STUD CHORD SLOPE OF ADJACENT DBL. TOP PLATE TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. SS () 10d x 1 12" AT EA. 2x4 OUTLOOKER REFER TO DETAIL J f SEE STRUCTURAL OUTLOOKER @ 24" O/C ON SHEET S5 FOR X-BRACING, AND TOP "' Mx H!�17 NOTES AND NAILING TOP CORD CHORD BLOCKING N SCHEDULE FOR BLOCKING FOR INFORMATION `� °° SHEATHING DETAIL FIRST FOUR ROWS OF TRUSSES @ 2"x4" CROSS BRACE 24" MAX. EDGES OF WOOD TRUSSES Co Co APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT L" BRACE TO EXTEND 2x4 RAT RUN BRACING ' EACH JOINT W/ (2) ; �'T LEAST 90% OF WEB AT 24" O.C. ON TOP OF 10d & (2)10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 TRUSS SPANS `11_llA' /� NAILS @ EA. END GABLE TRUSS ATTACHED W/2-16d `1f�1� 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW � (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF @ 48" O/C FOR THE FIRST (4) ROWS OF (2)16d NAILS W/ 1OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. E :, ES AND 12" O.C. FIELD O/C w/ (2)16d (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL END TYP. TOP & _ JACK TRUSS TOENAILS @ EA. END NOTES: BOTTOM ATTACHED rr / SEE PLAN FOR 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS , f C_ ONNECTION _ •: MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) -- r= ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL /{ 2x4 "T" ON TOP OF PANEL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 10dx3" @ 4" O/C (2)12d TOENAILS EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NUS SECTION 15.3 FOR ADDITIONAL INFORMATION NON -LOAD BEARING LOCATIONrD COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 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 $ SECTION g ` ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. �S5 2"x4" OUTLOOKER @ 24"- O.C. W/ (2)10d PER JOINT IINIMUM 2x OVERLAP TRUSS BRACING :ROSS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP 3EE PLAN FOR WOOD TRUSSES 10dx3" O/C OCATIONS) TOENAIL 6" O/C @ RUNNERS W/ (2)16d TYPICAL (2)16d PER NAILS JOINT /-- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rj-"� SCALE: N.T.S. SrJ 12 6.9 1 MAX. ALTERNATE NON -DROP GABLE END DETAIL MINIMUM (2)16d PER JOINT MINIMUM 2x4 TRUSS BRACING SCALE: N.T.S. TRUSS BRACING OVERLAP DETAIL M 1 GABLE TRUSS 55 "L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) - GABLE END BRACING DETAIL S5 S5 CONT. BEARING MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. \ S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)10d WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) 0 z w BRACING w/ (3)10d x 3" AT • EACH CONN. @ 24" O/C SIMPSON HGAM10KTA w/ (4) MOISTURE BARRIER 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" BOND BEAM TITEN TO CMU MASONRY WALL 20'-0" MAX "X" BRACE SEE DET. J/S5 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C-� TYPICAL Oil] GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE -/ FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. Ll A ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. @ NON - LOAD UNEVEN CLG. BEARING LOCATION () 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.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - Y-0" 3'-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" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SIDS ^^ ^ —t.vrv,. 0r 11111U - 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 END JACK 1 V-0" MAX. o Ir 0 a CORNER JACK Y v w z O U HIP FRAMING REFERENCE PLAN 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2)'7" 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 /TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES AS PER BCSI 1-13 SCALE: N.T.S. SCISSOR TRUSS 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 SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION , IIW IIlt/1110/ /'�',v 4 �i�'� Fi nF�Q h•`... • •O P 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. a g8 V C N J ym LL y C .7 rn O, N J a W M Q ton "Ru°LLa °jMM � � �LLLL CL-Ir Z i J � � � Z O =C°' ooi- g�4— 0 'xm a W Z IL ��QjO' � ❑ ❑� N M Z U 0 J Z O U❑I ` W 0 "' z � z � v J QJ 0 V � O w g -'V) N Ll! E i 0 r_ o C.0 M o � z 'a LL- E Z O 00 y O Q Z ° O @� �� oa �� z d i ao m0 C xq Z�N W O N� a° 0 M = a�i LL. Al rn W m 0 •� C Ln Q C ^' U W o T c0 Np O T r /� , i L J CV � Lo r E 4 CN C0 z Z O U) M C M a U i w Q O C JOB NO: 20-8076 SCALE : AS NOTED SHEET NO. S5 I L ,, I r ii I 3 -v Q C LO to 00 0 I LO rn s CD 0 J 0 00 I 0 w ,o i 3 a N 0 a E 0 / 4> LZ 0 U A) 0 a 0 LZ 0 N N 0 0 n N 0 LO C 0 0 N 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL 1x4 1/2" DRYWALL DOOR JAMB (REFEjq UNACCEPTABLE INSTALLTION DOOR JAMB (REFER TO PRODUCT TO PRODUCT P.T. TO PRODUCT APPROVAL FOR CONN. MAX 8„ PROPER INSTALLATION DO NOT DO THIS ' 2"x BOT. PLATE W/ (2)10d @ 6" O.C. APPROVAL FOR C APPROVAL FOR CON N. 1 x4 1 X 4 ` #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO ifx4 P.T. 3/16"� X 3" LONG FURRING 3-1/4" LONG X 3/16"0 FURRING (2) ROWS 3/16" x 3-1/2" TAPCONS 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 16" O.C. & 4" TAPCON. INTO STAGGERED @ 16"x 2X8 (nP') ` ' P.T. FROM EACH END w/ MIN. BLOCK@ SPACING "� �� DETAIL O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRY THROUGH „ 1-1 /2 DETAIL 1 x8 w/ (2) ROWS 8d NALS �� 3 DETAIL `57D. STD. 90^ ` �� 90° HOOK (TYP.) 2x BAND JOIST WI FACE NAIL 10d @TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED 12" O.C. @ FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB TAPCON @ 16" 1x4 P.T. x 3 -1/2" DOOR JAMB (REFER TAPTO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 YWALL DOOR JAMB EACH END W/ MIN TO PRODUCT / / 17>4 LjjL *4 F7 METAL SEAT PLATE NOTE:TO AP SHEATHING LBOTTOM (REFER APPROVAL FOR CONN. i ! „ TO PRODUCT 2" EDGE DIST. �,/ 2x8 P.T. w/ (2) ROWS 3/16 OF D / x 3-1/2" TAPCON @ 16 APPROVAL FOR CONN. , „ „ / / (2) ROWS 3/16 x 3-1/2 �/j O.C. & 4" FROM EACH 1x4 JOIST TYPICAL TAPCON 16" O.C. & „ @ END w/ MIN. 2 EDGE DIST. 4" FROM EACH END w/ Fkl/2"DI FURRING +2„ NO @ FIRST COURSE SIMPSON HGAMIOKTA @ 12" O.C. 2x8 P.T. ATTACH SECOND PLY w/ ' w/ (4) 1/4xl 1/2" SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 1Odx3" x I ` — INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.C. 3-1 /4" DETAIL ±5" NOTCH WEB AT THE FIRST 2 COURSES ' ` K.O. BLOCK BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL, INFO SCALE: N.T. 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION A -A UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON ( 1 1/4" MIN. = 1610 # FOR 2 STRAPS FILL 1st 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8" SOLID W/GROUT r 1 PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS 1/2" DRYWALL * SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7)1/4"x2 1/4" TITEN = 2150 #) 2 x 8 45" DIAGONAL (4)10d NAILS INTO LEAVE A CUTOUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 1/2" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. FURTHER wsTRucTIONs. CONTACT ENGINEER of RECORD FOR SCRIBE (NOTCH) FACE OF ARCH W/ (3)10d NAILS OVERHAN BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL , CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. 4- INSTALL WDW. SCREW ANCHOR-' 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4' MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4" TO 1 1!2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED W/ 3 #6 X 4'/," WOOD ) () * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" 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 @ 8" O.C. ARCH DETAIL J 4' MAX. RAD. USE (1) SIMPSON 1/2" HD TITEN (CENTERED) wif , x 0� TO TRUSS TOP CHORD TO TRUSS FRHgN MIN. 4" EMBEDMENT AT 16" O.C. + C� lIIOTN 1 r-0rr 5t-O" SCALE: N.T.S. SS 12 + + PLYWOOD SHEATHING JACK TRUSS PROVIDED BY , + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS ° „ „ WITH 1/4 x 31/4 TAPCON (1 1/4 MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED EMBEDMENT INTO ) PER NAILING SCHEDULE ALL TO SUPPORT ° >.. /4" MAX 2,-0„ 8„ TRUSS + SOFFIT ° . ti . > ' ' #5 BAR BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH () SIMPSON 5 12d NAILS + + p 10 ° ° ° ` CENTERED W/ g IN TOP BLKG. &BUCK 2X6 TO 2X4 H2.5A w/ (10) 2X4 SYP ... > ° 4 1 X 4 FURRING 8d NAILS EACH TRUSS e . ' KNOCKOUT / N /DE _ ° ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10d •� CONNECTOR _ y PROVIDE 2 x 8 DIAG. BRACE BT NAILS AT EA. END PROVIDE 2 MIN. 2x PROVO CONT. W/ (3) MONO FOOTING ° •s, ° VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE „ 12d NAILS SEE LINTEL SIZE AND REINF. PER PLAN AND SECTION DETAILS BRACE EXCEEDS 24" BUCK - (1) WITHIN 4 JACK TRUSS PROVIDED BY SCHED. _ LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 N FILL :► °. ° 2 x 8 VERT. BRACES INSIDE TO ALLOW FOR INSULATION () ARCH #2 SYP @ 24" O.C. ENTER SO IT DIRT 6 z TO BE INSTALLEDJSTANDAR BUILT UP PLWD. BUCK - 4'- ' M SE PLAN PRECAST LINTEL ; ° ° 90' HOOK D 4 SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4%" WOOD FOR OVER HANG FILLED CELL 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC 4 MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" ►; INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. -' �• % `� '� `� �� " `� ' �'� � ANCHOR INTO ARCH BLKG. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS ARCH DETAIL K B-B 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" = V-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"4" 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) #5 BARS CONT. 1/2" NAILS TO STUDS & (1) - NAILHTT4 U S & (1) 5/8" DIA. ALL THREAD ROD } #5x6 EMBEDDED INTO EXISTING BOND BEAM PER ANCHOR E INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 a. PANEL ) OCCURS TOP WITH MIN. 3" EPDXIED w/ SIMPSON "SET" > a z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. THE SAME SPACING ( REINFORCING COVER 6'-p" EPDXY MIN. 6" EMBEDMENT & o a SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER 3 MIN. EDGE DISTANCE � FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS. RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP v NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° o A THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL , ; v v n REINFORCING AS FOLLOWS: LL a 1 * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT pp a — #5x6' EMBEDDED INTO * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ > ° Tll- — - EXISTING FOOTING (2) #5x6' IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. ��Tr n ° III�IT vai in "' FILLED CELL , DRILL 3/4„ x5„ MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE 0, > SET BAR IN EPDXY . FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6"MIN. LAP p . a G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: 04 `e) REMAIN FREE OF MORTAR. z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r g TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT 4" SAW CUT SPACES, REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ' (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. COVER EA. WAY SECTION A 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. Lei ,,;�=,• F, ��.C� VV,/y,, I C '•• u r •• ' N Lei Q�G�F cw Sy , 0�— ESS�O�\ 11l//lllliilt`'�\\\ 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 - Residentiel 6th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. H Q o EE 8 N N # N U:3rn�Z Lo V rg, LL J # w t r d C, ILL C N -, '! Lu N ��y a wa = r m p ~ WW ' m a LL r�i�pjOi a 2 5 o <o O N r� Q U o _5 _'.:. W CD z i z n r V I N Pi Z o .O � g LA �N c 3 z< Z M M _j E � o� o _ a � n L E v cv ~ rd g o N 0 p U Z E N g �g z �w Z N c s� aw W �3 � a s� LL � �w o Y ew w v �M > it � ^L1 1 .- Ln N Y '~ O m U (0 W .� T p c0 CD .d. Qi T ai LO C N r) o z z z E O IL E U Q p _j JOB NO: 20-8076 SCALE : AS NOTED SHEET NO. SS a my S i tF LO N O J to - 00 c. Q rn N 0 CID 00 I 0 i 3 FV- Q N O ip E N O 0 J fn A2 LZ U O cg 0 i a 0 w LZ 0 0 C N 0 0 N O V.1 vvr c- r vu tw "r l r I r wvv v v CROSS BRACING DETAIL (TYP.) SCALE: NTS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. PA TRUSS SSES (2) 12D NAILS - I AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: NTS HIP G.T (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 aC� RAISED ENTRY MASONRY WALL 4 SCALE: NTS JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. VBUILDERFRAME RADIUS AS REQUIRED KNEEWALL @ ENTRY FRONT WALL s SCALE: NTS TRUSS NOTES. TYP. HAND FRAMING ABOVE TRUSS CONY. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" O.C. 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY NAILED EACH DIRECTION TYP. U.N.O. SIMPSON LSTA18 SEE PLAN TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER N. VERTICAL SCAB 2 x 6 ( w/ MIN. (4) 12d WHEN w/ (12) 10d NAILS SIMPSON HUC410 w! (14) L. BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO #2 SPF 48" O.C. W/ 4 2x8 BLOCKING NAILED @ CENTERED AT SPLIT R TIE 16d INTO HEADER & (6) FOR CANT. INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS 10d TOP &BOTTOM() EACH SIDE w/ 3 12d NAILS () BEAMS TOGETHER 10d INTO BEAM - SEE COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OR SIMPSON H2.5A w/ ROOF PLAN FOR MORE OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD WHEN REQUIRED w/ (2) (10) 8d NAILS INFO SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & ON HTS20 w/ (24) 10d x SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION 1 1/2" N 1 1/2" NAILS EACH SEE FLOOR PLAN FOR OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACEDFA SEE FLOOR PLAN COLUMN SIZE & BASE CONNECTION INFO 7l16" OSB FLITCH PLATE REQ'D ONLY WHEN 2x4 #2 SYP NAILER. NAIL ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER ANY ONE TRUSS. 'k COLLAR TIE FOR COLUMN SIZE INDICATED ON BM. TO STUDS w/ (3) 16d AT A LARGE AREA SO AS TO AVOID OVERLOADING 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS EVERY 3rd & ADDITIONAL INFO. 7/16" OSB FLITCH PLATE SCHEDULE/PLAN SEE FLOOR PLAN FOR EACH STUD -TOENAIL \ ROOF AND EXTERIOR LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING RAFTER REQ'D ONLY WHEN COLUMN SIZE & BASE EACH TRUSS TO NAILER SHEATHING ATTACHED SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" OPTION DICATEONBM A OPTION B CONNECTION INFO PT I O A V I C OPTION w/ (3) 10d PER NAILING SCHEDULE O.C. MAXIMUM. 2x4 SPF 2 (2) #7 x 3-1/2"I- WOOD SCREW EACH SCHEDULE/PLAN SEE 2ND FLOOR WALL SECTION 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d OR SIMPSON FOR ADDITIONAL INFORMATION NAILS AT EACH TRUSS INTERSECTION. CB ----TRUSS H2.5A w/ (10) 8d NAILS COMMON B M TO POST ATTACHMENT A 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS . DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB AT 48" O.C. SEE ROOF PLAN ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB B FOR BEAM SIZE & SCALE: 3/4"=V-0" IF 2x DOUBLE LEDGER, 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS BEVEL CUTS CONNECTION INFO. BM. SPLICE OVER CENTER OF POST ATTACH FIRST PLY DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS (OPTIONAL) w/ (4) 16d NAILS TO EA. PRE-ENG. TRUSS A A r END OF TRUSS THEN 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP SEE PLAN FOR TOP OF 8 ET9___q�7_ ATTACH SECOND PLY MAX 8, EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. w/ (3) ROWS OF 16d DIRECTION TYP. A NAILS AT 24" O.C. DIAGONAL 2x8 #2 SPF RIDGE BEAM AT 8'-0" WOOD SIMPSON LUS26 w/ (8) 10d NAILS ZSEE MAX TRUSS -jC 2x6 #2 SYP RAFTERS FOR SPANS 4FT SIMPSON MTS18 w/ (14) OR IF 2 PLY TRUSS SIMPSON TO 8FT 2X4 RAFTERS FOR SPANS LESS 10d NAILS TYP. U.N.O. SEE PLAN FOR SIMPSON LUS26-2 w/ (8)16d NAILS TO FLOOR FRAMING PLAN THAN 4FT @ 2'-0"0.C. MAX. w/ (3) 10d SEE FLOOR PLAN FOR - _Jam._= CANTILEVER IF MTS18 w/ (14) INDICATED LEDGER AND J/S6 FOR MORE INFO. COMMON TOENAILS TO TIE BEAM COLUMN SIZE & 10d NAILS TYP. U.N.O. 2X10 #2 SYP CONT. LEDGER w/ (3) VERIFY WITH PLAN FOR LOCATION AND DIRECTION 2X4 CONT. AT -- CONC. MASONRY ADDITIONAL INFO. 1/2" X 4 1/2" LAG SCREWS ATTACH (IF PARALLEL SEE 202 FOR T & B CHORD STEEL OR WOOD (WOOD COLUMN SHOWN) LAG SCREWS INTO END OF EACHFLOOR BLOCKING INFO) BEARING SUPPORT MIDDLE TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) A -A ALTERNATE BLOCKING CORNER A SECTION AT LOW ROOF 9 SEE FOUNDATION DETAIL @ INTERIOR BEARING 51 PLAN FOR MORE INFO SCALE: NTS 3 J SCALE: NTS COMMON B M . ATTACHMENT $ WOOD TRUSS A PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE: NTS SUPPORT WHERE TRUSS DEPTH EXCEEDS TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT SCALE: NTS VARIES „-�«�< r-�7 y y-y-7 y <-<-x ems--7 Y r �---- ROOF SHEATHING SEE 1/S5 FOR 2x STUDS @ 16" O.C. w/ SIMPSON SP1 w/ (10) 10d A SEE PLAN FOR ATTACHED PER ADDITIONAL 8d NAILS AT VALLEY TRUSS i NAILS BASE & SIMPSON 2x4 #2 SPF BRACING @ NAILING SCHEDULE OUTLOOKER 4 O.C. INFO. ` h (T SP2 w/ 12 10d NAILS AT TOP 16 O.C. W/ (4) 12d TOENAILS TO TOP �/L -�/1� �- COMMON TRUSSES. -;.�-- SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE INFO. mac" 2x BLOCKING BETWEEN STUDS TO TRUSS Wl (2) 12d TOENAILS STRUCTURAL SHEATHING PLATE & (2) 12d END \ MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS EACH END ( BETWEEN TRUSSES NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR GABLE ti (2) 12d NAILS TO EACH VERTICAL ATTACHED PER NAILING BOTTOM CHORD PLATE MORE INFO. TRUSS LOW ROOF/WALL K 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 r r 1 1/2" NAILS TO BLOCKING WOOD WALL �_ SIMPSON MTS12 w/ EACH COMMON ' BELOW @ 16" O.C. OR TRUSS. --2X4 CONT. W/ (2) \ - MIN. 2x4 #2 SPF STUDS @ - - (14) 10d x 1 1/2' NAILS TRUSS/ FRAMING TYP TOP & BOTTOM SEE PLAN 16d COMMONS NAILS EACH 16" O.C. W/ EXTERIOR SHEATHING ATTACHED TO FLOOR GIRDER BELOW @ 16" O.C. r'r STUD TYP. T&B PER NAILING SCHEDULE & . MASONRY WALL BELOW: SIMPSON PLYWOOD (3) 12d TOENAILS TO °< HETA16 w! (9) 10d x 1 1/2" NAILS @ FLOORING TRUSS OR SEE PLAN FORI PLATE BELOW MASONRY WALL 4'-0" O.C. TO GABLE TRUSS - ROOF SYSTEM TOP OF WALL OR BEAM . BEAM BELOW: SIMPSON HTS20 w/ ---MIN. - SYSTEM DER NAILS @ 4 0 O.C. W/ 1 /2 X8 EPDXY ANCHOR SEE PLAN OR SEEPLANT OR TOGABLETRUSS 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 MORE16" O.C. MAX. �' SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) SHEAR TRANSFER INFO. SECTION aC� FLOOR FOR CONNECTION MANUF. SPEC'S FOR 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 8 O r•�L6 3• X ..\�, U �O FLO OFE S S1ONP\ /"//III I I I11' 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 - Residentlal 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Q bE D O N N iC 'm V 0 � N :1 LoQ1 J W M Qy rn I u_ a M M 2s W C LL. 2 O- Q' m 5 rt L, O L{�`�� m o m W��pjO1 �j rON� o LLco Nz�oN M V z N Q 00 00� W z W z 63 Q -J ll � 0M LL T V L.0 TC O w s (N C- V) i C) s o0 r_ M z IX w z J U_ 4p z o a � C6 O o °w& Z N t_ �Qo� Paz Q �z �J C �Y �o 9fri Zrj Q� �w CD � =cMLn N ILL �o 'M� c LO Y .. O Q (O .� p ct T (0 C) r N T r LO 04 r E CV " Z z E O M = a U _j ai Qa 0 0 JOB NO: 20-8076 SCALE : AS NOTED SHEET NO. D 1 FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE FLASHING REQUIREMENTS TEMPORARILY SECURE BARRIER WINDOW UNIT t , DOOR ROUGH OPENING -SLOPE WEATHER RESISITIVE " R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall BARRIER 0.3 in : 12.0 in WOOD FRAME CONSTR. include flashing as described in Section R703.4. A water -resistive barrier is described as a material behind an exterior wall covering that is TAPE �- EXTERIOR (0.6 cm : 30.5 cm) 9 9 SELF -ADHERED FLASHING 3/4"-1" BEAD OF CONSTR. -- 3 SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING intended to resist liquid water that has penetrated behind the exterior covering from further intruding into the exterior wall assembly. An OVER RIM JOIST AND UP THRESHOLD OF DOOR AND exterior wall covering is described as a material or assembly of materials applied on the exterior side of exterior walls for the purpose of WALL BY 6 IN. RETURN UP JAMB 6". USE LIQUID IA93EMBLED WINDOW ) NAIL BRAND OR EQUAL WEATHER providing EXTERIOR a weather -resistive barrier, insulation, or for aesthetics, g noincluding but t limited to, veneers, siding, idin exterior insulation and finish z �' PROOF CAULKING CEMT. FIN. systems, architectural trim and embellishments such as cornices, soffits, and fascias. WEATHER SELF -ADHERED FLASHING BUILDING PAPER RESISITIVEID BARRIER SEAL TOPS OF JOISTS - WIRE LATH UNDER DECKING SUBFLOOR R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or ''� (SEE DETAIL WP07) - other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied SELF -ADHERED FLASHING _ _ 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 HEAD FLASHING TIE-IN INSTRUXTIONS: building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. 1. Cut, fold up & temporarily secure weather RIM JOIST 9q P THESE DETAILS ARE GENERIC AND resistive barrier above header to allow for flashing installation VR703.7.3 Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under q pp g AND WATERPROOFING METHODS TO weather resistive barrier 1 1 include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual BE USED. 3. Fold weather resistive barrier back over head 2 2 O layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance flashing and seal with tape with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME - WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF '' MASONRY WINDOW BUCK s . 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED _ PER CODE 6) TOOLED SEALANT _ REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME TO WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT SCS 0602 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 AND FBCR 703.7.3 Detail Instructions Refer to the number marked as Rinstructions in each detail that corresponds to the numbered items in the list 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 NAILING FLANGE SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED VINYL SHOWER PAN SELF -ADHERED FLASHING 0 �o 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 SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) E AM SELF-ADHER Q V-4" PER PI AN SHOWER SEAT SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER ¢I rA >. a� v rL a a a = U) 0 U W I W Qx � W iz w O 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 0 =LF-ADHERED FLASHING kTCH IHERED FLASHING 1 2 4 5 Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater SELF -ADHERED FLASHING than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 1 designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ADHESIVE R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall THROUGH SELF -ADHERED ASPHALT ADHESIVE cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with FLASHING SELF -ADHERED FLASHING -"- LASHING AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard SCORED as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing RELEASE PAPER shall extend to the surface of the exterior wall finish. Approved corrosion resistant flashings shall be installed at the following locations: RELEASE FOLDIAPERNG, , SCOPEXPOSE 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall ADHESIVE AS SHOWN) finish or to the water -resistive barrier complying with Section 703 2 for subsequent drainage Mechanically attached flexible flashings L SELF -ADHERED FLASHING INSIDE CORNER �Ground� FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be 2 sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 5 1.2. In accordance with the flashing design or method of a registered design professional. 4 1.3. In accordance with other approved methods. 6 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 7 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under 1 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 autters. Water Resistant Barrier Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) o 0 DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER- - SELF FURRING (SF) LATH - PLASTER ACCESSORY SHEATHING, 'OSB% PLYWOOD, DENSGLASS STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF - - DRAINAGE PLANE WRB BOND BREAK WRB V )<I -SF LATH I` ER STOP A NUOUS BACKER ROD -ANT VTITIOUS FINISH THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster in accordance with ASTMC926 over wood 2nd floor 7/8" Cement Plaster in accordance with ASTMC926 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 N 0 N CV N 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 20117 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W o �8 0Lo N J #mur # W 7 rn M M J W LL J a QQ j �LLu W r n a UJ CL Z ace r N g lY 0� FO m m O 19 W Cq D 05 ¢ o NZNILZ Cl) L" U Z o ❑❑❑ W Z � M z 10 Q � rL 7 M Z 4-1 11-3 VO Ln LU Q -0 N s�o orr c0 ch M z z � o E d E U a f_ C,o i� �o Zoro N a, � � o a� w Z �J rd o m� ° >z Z to J iQ 3 mz 4 1 O � Z Z ° U W U ao �E �w �G 3 � o w s E° CD Co � o� zIa °~ o3 t2 >� '' c f Lin (V JCN C U O m C) CO Q) O T tv00 Np �- 0) = N co � r Ln T'� I Ln CV r, T .. E CN `� Z Z E O m d E o U .J v m Q p 0) _J JOB NO: 20-8076 SCALE : AS NOTED SHEET NO. W P XffawaWff Mounting Brackets (10 Gatil 4-1 /2' x 4-1 /2' x 2-12w p See Anchor 112" Dia. A32S Ga"' (Tye.) p isy Sack Cross Support (Ma ) Y be cut to W IR ht r ket i B ac Gau e { 6 f9 9 ) v #14Salf--Drilling Strews 10-5/8" • A/C Vinit bottom Edge Hurricane Strap IcaF 3 in front) yp Washers {� Front Cross Support Self -Locking Nuts (May be cut to W) Left Bracket { 16 Ga uge) ri ling ilingScrewsihru Brackets & Backo / Cr Cross Support i or Into A C Unit Bottom Side (Typical: 3 each side for hurricane use) Spill lc maull-mm trutruutma etc ranovuW with em-6 HartriiLaw Air Brsrlt- �tRairad5d avad" N rdglo rhapass A. wig ) { aPlJf' Florida Department of Business & Professional Regulation Page 1 of2 Building Codes and Standards 3/211rmte Product Approval Application Detail Code EntItv or 20 210 Date Pendlno 20 TIM varston Manufacturer Contact Endnwr & License Validated By Validated $yilpirrIfted FBC AoOroval Approved status Revision 2017 Gulf Coast Supply & Manufacturing, LLC Eng David Urinal 5. Kuhn Lake Bowden P.E. 10/122017 10/10/2017 10/172011 12/12r1017 Approved Category: Roofing (352) 498-0778 PF-75519 (334) 300.1800 9ubCategory: Metal Roofing mfoCgulfcoestsupply.com Compliance Method: Ewluation Report from a Flands Registered Architect or a Licensed Florida Professional Engineer FIJ1:11M R3 Redimtls Quality Assurance Approved for Use Approved for Use Impact hellos Seas Product Model. Number or Name Product Description Contract Expiration Oats In HVHZ Outside HYHZ Resistant Pressure 1 m V din o.o3z& as Alummu s Crimp P Min 0.032& d� 5 V Crimp Aluminum Roof Panel W mP 4/1 024 0 22 No Yes N/A +N/At over 15/32& uol Plywood odd q 108.5PSF 2 0.032&quof: Aluminum Gulf Lok Min 0032&qud; Aluminum Gulf Lok 16&quo; Wide 04/122024 No Yes N/A +NIAI Roof Panel over 15/3284 d; Plywood 116.0PSF 3 1&quot; 24ga. Gulf Snap 1&qua; Gulf Snap 24 Ga. 17&quo; wide Roof Panel 04/122024 Yes Yes N/A +N/A/--131.OPS over 15/32&gwt; Plywood 4 1&qua; 249e. Verse Loc qu g q 18 0; Versal 24 s 16.5& ud, , Wide Roof Panel 04/122024 Yes Yes N/A +N/A/ over 15/32&qua; Plywood -138.5PSF 5 1&qua; VerseLoc 0329quo: Aluminum 1&quok Versri min 032&qua, Aluminum over 04/122024 Yes Yes N/A +N/A/ 15n2&quot• Plywood -iol.oper 6 1.5&qua: 24ge Gulf Snap 1.5&quo: Gulf Snap 24ge. 16&quot: Wide Roof 04/122024 Yes Yes N/A +N/A/ Panel ever 1532&qud: Plywood -116 OPSF 7 t58puot: 24ge VeroaLoc 1.5& a VeniaLac min 2 a. 168 r wide Roof qu 4p quo 04/122024 Yes Yes N/A +N/A/ Panel over 15/S2&quo; Plywood -123.5- 8 2&qua: 24ge fi l or. Min 24 Go 2&quo: McOal-oc 168qud: wide Roof 04/122024 No Yes N/A +N/A/ Panel veer 15/328l Plywood -106.5P8F 9 24 Ga. Gulf Lok Min 24 Ga. Got Lok 15&qual Wide Over 15/328quol; 04112/2024 No Yes N/A +N/A/-96.7PSF Plywood 10 24 Ga. Gulf Seem Min 24 Ga. Gulf Seem 16&quot; Wide Roof Panel 04/122024 No Yes N/A +N/A/-93.5PSF over nins o 1x4 Wood Puver 15/72&sot; Plywood 11 24 Ga Gulf Seem Min 24 Gs Gulf Seam, 1 3M8qud- Snap Lock. 04/122024 No Yes NIA +N/A/ 188quot; Wide Roof Panel over 15/32&quo; Plywood -106.SPGF 12 26 Ga- 5V Crimp Min 26 Ga. 5V Crimp Roof Panel over 15/3211i 04/122024 Yes Yes N/A +N/A/ Plywood -156.5PSF 13 26 oa. 5V Crimp Min 26 Ge. 5V Crimp over 15132&qua; Plywood 04/122024 No Yes N/A . WA/-131.PGr 14 26 Ga. 5V Crimp Min 26 Ge. 5V Crimp Roof Panel Over 1x4 Wood 04/122024 No Yes N/A +N/A/ Purrns war 15/32&qua; Plywood 156.5PSF 15 26 Ga. Gulf Lok Min 26 Go. Gulf Lok 16&quot. Wide Roof Panel over 04/122024 Yes Yes N/A +N/A/ 15132&quo; Plywood -161.0PSF 16 26 Ga. Gulf Lok Min 26 Ga. Gulf Lok 168quot Wide Roof Panel ever 04/120024 No Yes N/A +N/A663.SPSF 15/32&quo; Plywood 1 7 26 Ga. GuIfPBR Alin 6 Ga Gulf P R Roo Panel over 15/32& o' 2 B W 04l122024 No Yes N/A N/A/ Plywood -154.7PSF Florida Department of Business & Professional Regulation Pree2 on Buiirting Codes and Standards rnrmte Product Approval Applkatlon Detail lise.Y Aoduct Model Number or Manor GamiltyAresuarinve Bdr�d.QMr�IaB GdaOaliEtMffltlm.�r Approved for Use Aparoywr Ie.ttldtz for Use Initial ttWdlladltt omkp 13nMln 1& 26 On. Gull Min 26 Ga. GLNPBR Rod Panel Over tx4 Wood 041122024 Yes Yes N/A -NOV Panne Over 15r3l2&quo; Plywood .151 7PSF 1s 26 Lela. GuhPl3R Mir 26 Go. GLMP13R over 15)3128qud; Plywood 04/122024 Yes Yes NIA +NIAI -154.7PSF 20 26 Ga. G ffPBR Mtn 26 Ga. GuIll over 1x4 Wood Purins over 04111 22024 No Yes N/A •N/AI 15/32&quut: Plywood -151.7PSF 21 ?8 Ga. (3111Hb AMf 26 Ga. over i x4 Wand r✓1111a1s pVef GrJIRb 04l1 22024 NO Yes N/A NaRI 154128quot; overpaid -164.2PSF 22 26 Oa. GulfRb Alin 26 Ga. GKORb over 15ir32&qud; Plywood 04/122024 No Yes NIA +NIA/ -159.2PSF 23 26 Cr. G rkRb Mrs 26 Ga. GuRl over 15/328qud; Plywood 04/121i Yes Yes N/A +N/AI -15s.2PSF 24 26 Ga. Gull n 25 Go. GLNRbover 10 Wood Fhmer lifs ov 04/122024 Yes Yes NIA _ N 15n2&Wot- Plywood P3F 25 29 Ga. GuhRb Min 29 Ga. GaaRb over 1 x4 Wool Retina over OW122024 No Yes N/A 15n28qud; Plywood ' 23.5F5F 26 21) Go. Gull Mks 29 Ga. GLNRb over I SM&grd; Plywood 04/12rM4 No Yes NM ♦NMV -146.OPSF 21 29 Ga. Gull Min 29 Ga. Gu ffi over 1 x4 Wood Rxths Over 04/122024 No Yes NIA •N/Al 7/168qucC O 3.B. .101 OPSF 28 29 09. Gull Mn 29 Ga. OdlRib over 7/168quot; O.S.B. 04/12/2024 No Yes NIA +NAV -116.OPSF NEML21idA Code Version: 2017 FL #: 11651 Application Type: ALL Produd Menuhchanr. ALL Category: ALL subcategory: ALL Ap ill 11 I status: ALL Corral , Madi ALL QnIl Assurance Otey Contract bipliW: ALL Product Model, Matlbar or limas: ALL Product pesprlpdm: ALL Approved for uw In HYIQ: ALL Approved for uw outaWe tIVFIZ: ALL impact Resistant: ALL Dealer Pve"" ALL Date From: ALL Date To• ALL . Code Entity or 20 Date Data Fallb20-0 mm V r9lgO MaOlddGiYL9C 29Dtagt EDalga9L.3.LWOU IIBIIdii9lLk Y81d9ted ;guGanwi W FBC Approval Approved! $(i(yi ReAslon 2017 Smart Vent Products, Inc. Michael Graham Hermes F NoreroP.E. Locke Bowden P.E. 08I172018 08/172018 08232018 1OM2018 Approved Category: Structural Components (877) 441-8368 PE-73778 (334) 300-1800 eutiCateill Products Introduced as a Result of InfoCsmertvenl.com New Technoogy Compliance Method: Fvaluatlon Report soon a Florida Registered Architect or a Licensed Field& FL/89224R7 Products Professional Engineer A291 product Model. Number or Napo Ormeav Product Description C Assurance Approved for Use Approved In HVHZ Outside for Use HYHZ Impact Resistant Dosion Pressure 1 SmarlVenl Model #1540.510 Dual Function Flood and Ventilation Vent 121312020 Yes Yes NIA +1001-100 2 SmertVent Model #1540-511 Dual F nctlon Flood and Ventilation Vent 12/312O20 Yes Yes NIA +1001-100 3 SmartVent Model #1540-520 Insulated Flood Vent 12/312020 Yes Yes NIA +100L 100 4 SmartVenl Model #1540-521 Insulated Flood Vent 1213112020 Yes Yes N/A +1001-100 5 6martVent Model #1540-524 16&quo; Geroge Door Flood Vent 12/312020 Yes Yea NIA NIA 6 SmartVent Model #1540-570 Wood Well Insulated Flood Vent 1V312020 Yes Yes NIA +10u1100 7 Smart Vent Model #1540-574 14.5&quot: Garage Door Flood Vent 12/312020 Yes Yes NIA N/A u ntts�nts Ccrt >; U8 d# wide ' .W-alwlon RsPart pat 1 �°'` ' Deb A3 ....._ ...._ FL17244.1 _ _. . ESR-3455 12/31/2020 A23 FL10446.2 ESR-2606 12/31/2020 HD210.2 FL17232.3 ESR-3445 12/31/2020 HU210-2 FL10856.4 ESR-2549 12/31/2020 HD212-2._..._......_._....................................._FL17232.3 ............................... _........................._ _ ESR-3445 _...._._........"........." 12/31/2020 HU212-2 FL10856.4 ESR-2549 12/31/2020 HD216 ....-....................._.............._...........................................-................__.._......_......_........................._....._......--l.... FL17232.3 ESR-3445 - -- - __.____................ESR-3445 12/31/2020 HU216 FL10856.5 ESR-2549 12/31/2020 -. HD2163 - FL17232.3 - 12/31/2020 HU216-3 FL10856.1 ESR-2549 12/_31l2_020 HDZ6 _.. " . FL17232 2 ESR 3445 ......... ...._-._ y12/31/2020 HU26 FL10856.3 ESR-2549 12131/2020 HD28 2 ... - F.ff 2 2 3 ESR 3445 .2.... ..._ .. _ 12/31/2020 HU28-2 FL10856.4 ESR-2549 12/31/2020 HD410 ... .. FL17232 4 ... .. .. ESR 3445 - _._. - 12/31/2020 H1410 FL10856.9 ESR-2549 12/31/2020 HD412 ................._.............---.._._..._...--FL17.............4.............._..-......- FL17232.4 ESR-3445 12/31/2020 HU412 FL10856.9 ESR-2549 12/31l2020 HD810 ................................................................................. 232 . . . . _ _..........f... ............................'......_..__..._.__....__..__............. -.........-- _ _-.--_-.................._............._..................................................._......_-- - _ ESR-3445 ._--__...._........ .........". 12/31/2020 HU610 FL10858.10 ESR-2549 12/31/2020 HDO410 FL17241.7 ESR-3444_......__._..___..____..-12131/2020 HUCQ410 FL11468.11 SIM200804 12/31/2020 HGA10 FL17699.1 ........................_............................_......._..Evaluation Evaluation R ort 1 1 2l312020 HGAiOKT FL11470.4 SIM200803 HGAM10 FL17699.1_._.._..._.._ ..............................-......................-._ R ort .__................................._ 12/31/2020 HGAMiOKT FL11470.4 SIM200803 _12/31/2020... 12/31/2020 HHCP2 FL172 .7 36 ESR-34 48 1 111 2 32020 HCP2 F 1 7. L 044 2 ESR-2551 1 131/ 2 ZO20 HTA16 FL1768..4 Evaluation R art 12/31/2020 HETA16 FL11473.5 SIM200802 12/31/2020 HTA20-18 ....._..-.. .._. FL17680.4 _ Evaluation Report 12/3112020 FETA20 FL11473.5 SIM200802 12/31/2020 HTT18 FL17324.2 Evaluation Report _... 12/31/2020 HTT16 FL11498.1 ES-0130 12/31/2020 HIT45 ....................... _... ... _.. FL17324.2 Evaluation R ort 12/31/2020 HTT22 FL11496.1 ES-0130 12/3l/2020 HTW16 FL17244,8 ESR 3455 _._ _. •• 12/31/2020 HTS16 FL10456.22 ESR-2613 12/31/2020 HTW20 ---- - FL17244.8 - ESR3455 12/31/2020 HTS20 FL10456-23 ESR-2613 12l31/2020 HTW24 FL17244.8 ...._..__....----..._---__..__...._ .. - ESR-3455 .......................I............._._...................."......................................................_......................_........-.........._........ 12/31/2020 HTS24 FL10456.24 ESR-2613 12/31/2020 HTW30 ....... .... -- - FL17244.8 ..... ...... ESR-3455 12/31/2020 FITS30 FL10456.26 ESR-2613 _....._.__........_._._.._.._ 12/31l2020 HTWM16 ...._......................................-......_.-.....-_-._..........._.."..........................._........._....-..._.-...................._..__............................._.._............._....-...................................._.............eP..............._............. FL6223.2 ........ Evaluation R ort 12/3112020 HTSM16 FL11473.11 SPM200802 12/31/2020 HTWM20 FL6223-2 -__ _..._..._._.__. Evaluation Report 12/31/2020 HTSM20 FL11473.11 SIM200802 12/3112020 HUGT2 FL6223 3 ......................................".................. - _. Evaluation Report 12131/2020 HGT2 FL10456.18 ESR-2613 12131i2020 HUGi3 FW62 3.3 Evaluation Report 12l31/2020 HGT3 FL10456-19 ESR-2613 12/31/20' HUS210-2................_............_... FL17232;6 ESR-3445 12/31/2020 HUS210-2 FL10856-R4 ESR-2549 12/31/2020 HUS2i2-2 FL17232.6 ESR-3445 12/31/2020 HUS212-2 FL10856-11 ESR-2549 12/31/2020 HUS26 ..... .................................................._..-...................................................__..._........-......._...__.....__.........._ FL17232-6 _.-......................................................ESR-3445 12/31/2020 HUS26 FL10856-11 ESR-2549 12/31/2020 HUS28 FL17232.6 _.........................................................._..._................_.._.. ESR-3445 _......- -- 12/31/2020 HUS28 FL10856.11 ESR-2549 12131/2020 HUS28-2 ..........-_...............-_..-....--------------.---._..----.__._..._.__._.......__...-.............................-- FL17232.6 ESR-3445 ---.._..-- --.._.....__..._.._........._............. 12/31i2020 HUS28-2 FL10856.11 ESR-2549 12/31/2020 JL24 ------- - ----_------- _ FL17232.7 _ .... ... ....... .... .... .....__._._..._.....- - ESR-3445 _........._..._ .--..-_ --.._............. 12/31/2020 LU24 FL10655.103 ESR-2549 12J3*14M JL26 FL17232.7_ ESR-3445 12/31/2020 LU26 FL10655.104 ESR-2549 12/31/2020 JUS2102 ...... ............. FL1723211-__..__ _ ESR-3445 12/31/2020 WS210-2 FL10655.107 ESR-2549 12/31/2020 JUS24 FL1723210 ESR-3445 12/31/2020 WS24 FL10655-109 ESR-2549 12/31/2020 ..............................................._........_............................_................_................_...................._....__..._.... JUSZ6 ..._....................................................-............_.._..................._............................._.............._... FL1723211 _...._..._._..........-�...............-...._........._............._................................................._........................._................................................ ESR-3445 12/31/2020 WS26 FL10655-111 ESR-2549 12/3112020 JUS262 ..................... __.__...._._......................."..-.._.._...._-..--......_..----._........_.............................................................._............-..._..__... ...... FL1723211 ESR-3445 12/31/2020 LUS26.2 FL10655Al2 ESR-2549 12/31/2020 JUS28 .......... FL1723211 _.._.. ESR 34451. 12/31/2020 WS28 FL10655.113 ESR-2549 12/3112020 JUS46 FL17232.11 ESR-3445 12/31/2020 WS46 FL10655.118 ESR-2549 12/31/2020 KLEG3 _. .......................... FL17241.15 ESR-3444 12/31/2020 LEG3 FL10667.71 ESR-2615 12/31/2020 KST260 FL17244..15..................... _. ---._....,...............-..............."......_._........._..-............................__....".....-............-.......--..............-".....I..................-... ESR-3455 12/31/2020 MST60 FL10852.7 ESR-2105 12131/2020 LSTA12 ........_........_-.-..................................................................._.._............._...._...............................................................................................................................,,........."..................................... FL17244-18 ESR-3455 12/31/2020 LSTA12 FL10852.4 ESR-2105 12/31/2020 LSTA15 FL- .2 . -18 ESR-3455 _........._........................_..... 12/31/2020 LSTA15 FL10852.4 ESR-2105 -12/31/2020 LSTA18 .. FL17244.18 ESR-3455 12/31/2020 LSTA18 FL10852-4 ESR-2105 12/31/2020 LSTA24 FL17244.18 - ESR-3455 -- __...__._..._ "12/31/2020 LSTA24 FL10852A ESR-2105 12/31/2020 LSTA30 FL17244.18 ....................................................--r-._...._......_..__-- ESR-3455 12/31/2020 LSTA30 FL10852.4 ESR-2105 12/31/2020 _............_......_...._.._....._......._...__....._....._-.._......_ LSTA36 FL17244-18 .---.--._..........-......................................._..............._.............................._.............___._........................._..__.........._......... ESR-3455 12/31/2020 LSTA36 FL10852.5 ESR-2105 12/31/2020 LTS19 FL172192 ER-0200 12/31/2020 LTT19 FL11498-3 ER-130 12/31/2020 ...... ................................................._........_.-.................._.._..--- LTS20B .............-......_.._......__..._.._....... _----.. ........ ..........j.---.._..................................................I...._..-..--------.__._.-.-...._-................._-..._" FL172192 _._.............................................._..--------------___-....__...._......._..._.........._............................_......_..........._-... ........................................................_...-_.._...._...__..._. ER-0200 12/31/2020 LTT20B FL11496.3 ER-130 12i31/2020 LTTl31 ...,_._.... - - FL17219.2 ..._......................._......__. ER-0200 ---......._. 12/31/2020 L-M31 FL11496.3 ER-130 12l3112020 LTW12 _ FL17244.8 _._. _.... "... ESR-3455 12/31/2020 LTS12 FL10456.29 ESR-2613 12/31/2020 LUGT2 FL17240.2 ... _ ........................._...... . ESR-3447 12/31/2020 LGT2 FL11470.7 SIM200803 12/31/2020 MP3 ................................................--..........__.._._.........._.... FL17244.22 ............._.................................................................._.........................._..._......-........._._................. ESR-3455 12/31/2020 LS30 FL10446.15 ESR-2606 12/31/2020 MP34 FL17244-23 .........................................._."...-_..._...-_.-........... ESR-3455 12/31/2020 A34 FL10446-3 ESR-2606 12l3112020 MP4F .............................................-.._...........__..__............_.......----.......................................................I........._. FL17244.24 ESR-3455 _. __ .-------.._._.................._...............-........................................._.............................._._......_....-- 12/31/2020 LTP4 FL10446.19 ESR-2606 12/31/2020 MP5 FL17244.22 ESR-3455 _--.- 12/31/2020 LS50 FL10446.16 ESR-2606 ........................................... 12/31/2020 MPH3516 ..---....................................--. --- FL17240.3 ESR-3447 12/31/2020 WMI416 FL10667-86 ESR-2615 12/31/2020 MSTA12 FL17244.18 ESR-3455 _.._..._......._._............._. 12/31/2020 MSTA12 FL10852.8 ESR-2105 ........._....._......._............._. 12/31/2020 MSTA15 FL1724418 ESR-3455 12/31i2020 MSTA15 FL10852.8 ESR-2105 12/31/2020 MSTA18 .._.... ......... ......... FL17244.18 ...".....................................................-....... ESR-3455 -..-....................._............. 12/31/2020 MSTA18 FL10852.9 ESR-2105 __......_._._..--`_.._...... 12l31/2020 MSTA24 FL17244.18 ESR-3455 12/31/2020 MSTA24 FL10852.9 ESR-2105 "Ir12/31/2020 .. .__...... _....._-.. _ .._.-----.., MSTA36 _. --_ .... ...... .. ........ FL17244.18 .........................I.....I.. ............ ..---.--___... _ . ESR-3455 12/31/2020 MSTA38 FL10852-9 ESR-2105 12131/2020 ..............._...._ _ - MSTC40 . ...... FL17244.26 ......... _.. - ESR-3455 12131/2020 MSTC40 FL10852-11 ESR-2105 12/31/2020 ..........-_ -. MSTC52 -.......... ...._........... ... .-....... .... ..-... _----..__.........._... ......... .. ...., ... FL17244.26 .... -1.1-.................-..........__............_.- ----"- __.--..._-.. .. .__ ..... ....__...... ...................._...._.__...__.._......-....__...."....................... ESR-3455 12/31/2020 MSTC52 FL10852.11 ESR-2105 12/31/2020 MTW12 FL17244.8 .--- ..-..... --.._......._......... -......._.......... ............................................... _...... ._....... _._.._... I.... ....... - ESR-3455 .-..............................._.... _ 12/31/2020 MTS12 FL10456.33 ESR-2613 12/31/2020 ........................................................................__............__........._.- MNJ16 FL17244.8 .......-._.......".............................._..._...._........_........_........................................................_.............._ ESR-3455 ......_...I.._...........I......_......_ 12/31/2020 MTS16 FL10456.34 ESR-2613 12/31/2020 ......................................................................................_.................................................................................................................................__........._... MTW18 FL17244.8 ESR-3455 12131/2020 MTS18 FL10456.35 ESR-2613 12i31/2020' ..........-MTW20 FL17244.8 _..........._..__..-.....--_............................................................."..................._....._........__.._..._..__._._....._............................................................--..---..._._....-__ ESR-3455 12/31/2020 MTS20 FL10456.36 ESR-2613 12/31/2020 ........................_._......._...I...._._.._..........-- MUGT15 FL17240.5 ESR-3447 __..__....................._......,... 12/3112020 MGT FL11470.9 SIM200803 12/31/2020 NFM35X12 FL578.2 Evaluation Report 12/3112020 MBHA3.56/11.25 FL13904-6 ESR-2616 12/31/2020 __. NFM35X16U .._ _ FL578.3 ............ ........rip Evaluation R ort 12/31/2020 M13HA3.56/16 FL13904.6 ESR-2616 17J31/2020 PAU44 ....................................................... ...................,............_............................_.................-._.... FL17239-13 ESR-3449 12/31/202D HDU2-SDS2.5 FL10441.4 ESR-2330 12/31/2020 PAU68 _.............._...................._..........--.�..._ FL17239.13 ............................................................... ESR-3449 /2131/2020 GLTV3.516 FL10667.8 ESR-2615 /2/3112020 ....... .-.............._................__..._......_..---......_...................-...-........FL1-........1....._... PHD2A- -- 72 9 3 - -- ...... I. ER 0200 12/31/2020 FGTR FL11473.2 SIM200802 12/31/2020 PH)U3516 ................................___-__________-__ FL17241.20 ._..__.._...._.....-......_........... ..... ................................................_._......-_______--__-_.._....__.._.._............................._......__.._.._..__...____-__._._ _.-. ---- ES4-3444 -- -- _ 12/31/2020 CS16 FL10852.1 ESR-2105 12/31/2020 RFUS .. .. FL6223.5 _. - - Evaluation Report ____.._ 12/31/2020 H1 FL10458.5 ESR-2613 ._-___-___.___.._.__ 12/31/2020 ....... ._. _. RS150 ..._...... _ ....... ......... .... ......"......_ FL17244.27 _ - ESR-3455 .. 12/31/2020 H10 FL10456.6 ESR-2613 12I31/2020 ......... _ .--`-._._._._ RT15 _.. ....................."_._. .. -. FL17236.3 _._-...._-- ..... ... ..- .. _.______._ .. ESR-3448 __. _..__ - ...... 12/31l2020 H10-2 FL10456.7 ESR-2613 12/31/2020 .......................................................................-,........ .............,.,...._........................................._........--.._._---._-.... RT16-2 FL17236-2 _-.--..---.................._......_..............-................_...._.._.....-.............._.............__.-..._.............._._......._......_.....................-..... ESR-3448 12/31/2020 H10A FL10456.6 ESR-2613 __1.__.............._........-.. - 12l31/2020 ..............................-......1.................................................................�....1�...........----...._. RT 6A _ L 36 2 ---_.-._._-....._..........................."....._._.........................._..........._._...._..---.............._........_...._.......................................... ESR-3448 12/31/2020 H3 FL10456-13 ESR-2613 1213112020 RT3A ............................................4 FL17236-3 ESR-3448 12/31/2020 H4 FL10456.14 ESR-2513 12/31/2020 _................................................................F RT L................................-...-........-................................................................_................ 17236.3 ---................................................................-...........................................I......_.......--- ESR-3448 12/31/2020 H5 FL10458.15 ESR-2613 12/31/2020 RT5 ---_-..._ ......_._... FL17236.3 . ... .... . ESR-3448 12/31/2020 H2.5 FL10456.11 ESR-2613 12/31/2020 .............. RT7 FL17236.3 ------4---- - ESR-3448 .•_ •._...-_.- __ ....-.. .. _ ... ....__. 12/31/2020 H2.5A FL10456.12 ESR-2613 .f iij020 RT7A FL17236.3 - ESR 3448 1 / / 0 31 2 2 ZO H8 FL11470.3 SIM200803 121311 2020 RTBA FL17236.3 ESR-3448 12/31/2020 SP1 FL10456.41 ESR-2613 12/3112020 SPT22 FL17244.30 ESR-3455 12/31/2020 SP2 FL10456.42 ESR-2613 12/31/2020 SPT24 FL17244.31 _..._......................._.....ESR-3455 12/31/2020 SP4 FL10456-43 ESR-2613 12/31/2020 .... SPT4 FL17244 32 _ ESR 3455 12/31I2020 SP6 FL10456.44 ESR-2613 12/31/2020 _. SPT6 -- _ FL172," n - . ESR 3455 12/31/2020 SP8 FL10456.45 ESR-2813 12/31/2020 SPT8 FL17244 32 ESR 3455 .._._ ...... _ _ 12/3112020 SPH4 FL10456.46 ESR-2813 12/31/2 Kl _.. _ _...._ _ . _. _. SPTH4 _.._-...._ . FL17244.32 ............................... _ ESR-3455 - f ._ .. 12/31I2020 SPH6 FL10456.47 ESR-2813 12/31/2020 ................................_............_.__-..._..__........__.......................".__..................._..-......-..----__....-- SPTH6 FL17244.32 ._-.-_--._._._........____---.................................."........._...........-..__---- ---------.._.._ ESR-3455 ..............-_.........._.._..__.. 12/31/2020 SPH8 FL10456.48 ESR-2813 1?J31/2020 SPTH8 FL17244-32 ESR-3455 12/311 2020 U24 1 5.141 FL 065 ESR-2549 1213112020 S6424 FL1723213 ESR-3445 126fi/ 020 HHUS28-2 FL10655.3 ESR-2549 12/31i2020 THD28 FL17232-16 ESR-3445 12/31/2020 HHUS410 FL10655-4 ESR-2549 12/31/2020 ........ .... .............. .................................................. -...__ THD282 ........ ..._................._......................_...._. FL17232.16 ...........................-............................................_...........................-...................................-........_---..........-..........-..........-...-.-. ESR-3445 1213112020 HGUS5.25/12 FL11468-11 SiM200804 126iir 020 THD410 FL1723Z 16 ESR-3445 12/31/2020 HGUS414 FL11468.10 SIM200804 12/31l2020 11 ...._.._......_........_........---..__...._....-I._...._._ THD412 ._...._..---".......-......._............................................................................_-..._.........__........._........_..---.._....._-........_....-.............................._........................................................_...................._... FL1723Z 16 ESR- 3445 1/2 12/3 020 8-S 3 HDQ DS F 1 L 0441.1 ESR 2330 - ....................__.................... 12/31/2020 THD612 FL17232.16 ESR-3445 MSTAM24 FL11473.19 SIM200802 12/31/2020 ........................4.................__..._.....-......._---..____.._......".._..........__..__...--.__---.._._. THDH414 .. FL1723217 .._...._---._......_..................................-.................---......................._...._...._.__...-....-..._....._ ESR-3445 ._._..___._.._-...__.__ 12/31/2020 MSTAM36 FL11473.19 SM200802 12/31/2_020 UGTS3F _ ..... _.__ .. FL2033 1 Evaluation Report 12/3112020� MSTCM40 FL11473.19 SIM200802 _ 12/31/2020 _--- --- ..... .. .......0 FL17219.5 ........... ........ ..... 1.-12/31/2020 ... _._ ER-0200 -..._ 12/31/2020 HHETA20 FL11473-9 SIM200802 12/31/2020 r ..... _ ...._ __.. LGTMDS25 FL11470-7 SIM2W803 12/31/2020 _ _. ... _ _.._ ......_ .__ .__. .. __.. .... ..... .....I.. ......... ._ .. .._.__.... LGUM26-2 FL11473.12 SIM2008M 12/31/2020 - - - .-- - - -.. - ----- - ---- _ O O July 8, 2020 L cn tU N }, PRODUCT APPROVAL SPECIFICATION SHEET (2018) - i N Q O O As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the infonnation and approval numbers on the building components listed below if � -10they will be utilized on the construction project for which you are applying for a -6-0. 50 4- tin r0.+ CategoryliSubcategory Manufacturer Product Description Approval Numbers Test Pressures Exp. Plate 1. EXTERIOR DOORS A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON-IMPACT)FI20461.1 +67.0/-67.0 sf 12/31/2021 ThermaTru Firber-Classic and Smooth -Star (NON-IMPACT)FL20461.6 +67.0/-67.0 psf 12/31/2021 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) F120461.9 +67.0I-67.0 psf 12/31/2021 ThermaTru Fi rber-Classic and Smooth -Star P (NON -IMPACT) FL20461.14 + 67. -67. OV 0 sf 12/31/2021 ThermaTru Classic -Craft and Benchmark FL15225.1 +67.0/-67.0 psf 12/31/2021 ThermaTru Smooth -Star and Benchmark FL15225.5 +67,01.67.0 psf 12/31/2021 ThermaTru FlberClassic Smoo h t star GassicCreft Rustic FL7640.1 + 67.0/-67.0 psf 12/31/2021 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.01.40.0 psf 12/31/2020 PGT Series 5570 FL251.10 4/14/2021 C. SECTIONAL Clopay Building Products Residential WlndCode Doors W5 8X7 FL15279.37 +30.0/-32.0 psf 5/21/2028 Clopay Building Products Residential WlnclCode Doors W5 16X7 FL15279.53 +30.0/-30.0 psf 5/21/2028 Clopay Building Products Residential WindCode Doors W6 8X7 FL15279.85 +38.0/42.0 psf 5/21/2028 Clopay Building Products Residential WlndCo de Doors W6 16X7 FL15279.102 +37.0/41.0 psf 5/21/2028 D. METAL LOWERED DRS Curries Dlusion ofAADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A see Inst sit) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.0(-55.0 psf 1018/2023 PGT Series 5500 FL239.7 7/30/2020 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 + 40.0/-60.0 psf 2/16/2024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.0/-40.0 psf 4/3/2023 PGT Series 5520 FL243 4/30/2025 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2020 PGT Series 5500 FL261.1 N/A 5/26/2021 E. OTHER 3. PANEL WALL James Hardie Building Prod. Cem lank Lap Siding and HardiePlank Lap Sidin FL13192.1 - FL13192.2 A. SIDING N/A 12/31/2020 B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0(-70.0 psf 12/31/2020 C. OTHER 4. ROOFING PRODUCTS A. ASPHALTSHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/1612022 B. UNDERLAYMENTS Tamko 151b Felt Undeda ment F11-12328.6 N/A 10/18/2021 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents F 1 L 6918.1 - FL16918.4 N/A 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 N/A 12/31/2020 Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A 7/10/2021 E. ROOFING TILES Bored Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/31/2020 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/31/2020 F. METAL ROOF Gulf Coast Supply & Manufacturing, LL 0.032" Aluminum GulfLok 16" wide roof panel FL11651.2 R3 NIA 4/12/2024 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/31/2020 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12/31/2020 b. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A 12/31/2020 MITek Industries Inc. Truss Plates FL2197.1- FL2197.5 NIA 1/1/2023 C N C. ENGINEERED LUMBER _WeyerhaeuserRim Board LVL P SL, LSL FLs527.1- FL6527.5 N/A 3/31/2021 D. MATERIAL Cast-Crate1 Co High Strength Concrete Lintels FL158.1 N/A 5/21l2022 Commercial Concrete Products, Inc High Stren th Concrete Lintels FL1774 N/A 5/25/2024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of Inspection of these products, the bllowing information must be available to the inspector on the jobsite; 1) copy of the product approil i, 2) . _ _. -_I I - APPLICANT SIGNATURE DATE W L. I (1) E ...., :3 0 Cn � M ICU > CL CL a< L. U O 11114t CL a) W U V m a< O I` ICU L. a (3)z J z Q J a SHEET NO. PA 1.0 O Florida Department of Business & Professional Regulation tarn 1 Dane Building Codes and Standards v, 016 Product Approval Application Detail — Florida Deperbrwnt of Businam & P olessional Regulation Building Codes and Stand" Product Ikatlon D6YU Approval APP �_ Pre l a+ 1Wm+e _ �� U) O L Lim O � O L � CIO� a •� }( �r — }a v' U rR V/ •�-� ♦V i... O � -&--a(InwAng/OWswirg:% CU �— (n �✓ O +� ♦ i1 v� ,}� CC � i•at A 1 (n /•� CIO O �� 1/� c Florida Department of Business & Professional Regulation am e Building Codes and Standards 1211212018 Product Approval Application Detail �— -- ------ ----- - — m Florida Departrramt of Suakn & ProfMtlotrl Regulation Pagel Building Codes and StwWrdo 116 018 Product Ikatlon DefeU Approval Alp a ova rtY , •r, .,. ,. ., .,, a e .4$s m'1T, -dw`31 r -. , -. , . > t a 1. r . , ,. ,,, 2 v;, t .., v 7".. .. u. ., �, .. � � r. 6�1 . �.. . EMI .,• P r,,. - . > X •.., ., r.. ,.'! _ , ":e.. r ,.a .:,. w. ., ✓ i/C P �7•.. a1) cin. "ma`... yg p ,: .rv�il .,h�.3S ,4 ,..;%�;SK..,........-M....,...r1.k��u�u,�''.'r}.w�i@u,,.., 41...h..�;';.o Can,... �. P.r.•.,x;rla cga2 Entfty w 20 DIUL Data P•ndlno 2AU, Apt Version Man.f clu(rt Cork.e[ Enalnur 6 Linn•• Validated at FSC Aoerevl � yy RMat-Tru on 2017 ThermeCorporation Rick Mom Lyndon F. Schmidt. P.E. Ryan J. King, P.E. 10,16Q0/7 07n22017 iGAW017 12/122017 Approved Category. Exterior Doom (419)298-1740 PE-43409 (813)767-655e Subcategory: SMrging E.Wdor Door Assemblies dckwenAldg.—Items. C am pla— M etho d: ILruaan Report home COIn Florida Registered Amhil or a Licensed Florida a Profeteiwal Enginer FLa00e11/4'42Produae DuYIN Auunne• Approved far Usa Aoeroved /ar Us• I, ... t Design a Protlu. Yod•1. Number ar Nsm• plggg6lg3gglpggg Contract aaolrrbn Det• 1nHVHIZ QW11111il 52AU I Eignggla 1 s. Thennil Ftb6r-Clasic land Smoah-Sir Nominal 6&ASS;8&gUo1J4 lmpdd&quot; Opaque 12A72= No yes No WA Compoa&s Edge Flbergbea Single Doa cam0uralon) r ,N t ,• R" , ., �„ .. �� f � - 1 .. .. �_' : _. - ; ; � .. 1. r ! � � n '. .. <:', , 1 ..' k ,. .1�.. y r Xr. v: �' r dr m �' . N �• .s 5 1h'. nl n�'. �, p �i,„.' :44. ems,, ,�pC• ,d )k >✓..: ,...„. -, e�?,�N.FmirRi,u�`7 f�n��..,.��'r."�"�'.v.4t:..mr Sl+9 k«:YF.Sid:w M;Fh c.r :> '4n {u r:.+'a:...:.. .A*..:.roM ¢;sv3'.•�'' `'�'i!iut".�SSr-..tY9in.w.'.. r.�..4�nn�,.,d.)+>?9`,..".n••�'rp_�7m, a "*-�k. . A�.rJ.n.J` a;:.r..:.,.. ,rn'.�� im Venlon M—I tunr Consul En &Lle•n•• VYItlYed By FeCgain 211L� mnrrevae staust Revision 2017 ThrmlTru Corporation Pock Wan" Lyndon F. Schmid, P,E. Ryan J. King. P. 12/132017 12/13220 017 12/2117 CV13/2018 Approved CalE:dedor Doors (419)298-17/0 PE-43409 (813)767.6656 subcategory: SwInging Exterior Dow Assemblies rlckwoorwbidgmsuhams. Compllena. Method: Evaluation Report cos Po Florida Replatered Nrhaeq or a Ucwsetl Flonde Prohaslonor En Mar 9 FL=46t4t Producks QUNIty A.sumnn Apwaved for Use Aboroysd for Use mutw Dsamn goo■ protlug Matl•I. Number.Nn& Product Deecri,dlon Contrael Exarrlpa Deb in IjVJZ Outside HVH2 Resistant Pressure 1 e. Themul Ftber-Clwtic and SmoaASler Nominal 6WIA ilquallonlmpegftot;Opaque 12/312021 No Yes No N/A Comp.W. Edge Flbrglus Single Dot gnoWng0uhnArg: X conepure6on) 6 f. ThermlTru Fit -Classic rq smooth-$Ler-- - - -- -_ - -- -Nominal aW9;0 &quotNw Impadaquol; Opaque 12/312021 - - - - - - No Yes No WA Composite Edge Fiberglass trig ralgle Dow Onsw16A/OlnMn9:XcamguMNN —,F '— - hoolIF -- - - - __. &quallonSIngle &quota Glared 12/J12021 No Yas No N/A 9 I. ThermlTru For-tIM41c sand Smcgh-Slur Nominal to Edge Composite Edge FIDtepMas SNNIe Dow (Inawklp/Outw g; X cam undlon) - m omn u .Gi7[la__-.___ o —.____ _.Ya Composite Edge Fb•NNas It Dom (IneMnglOulswing; X damgraaon) sub Emkm dmm go RiftfRmvma gas Min loft2UM :ouNLAW� gdwddk VAN" Aghm� OCAMMO AoEmM Hai REWMN 3017 Therms•710 Connotation apt VAlght Naee lAssndibtlon6 Rya. J- lots, P-E 12F201017 owit2017 19/22710t7 Apprmed Ire Deem d*ASWAWMMINft om � (a/3)7e74Ma6 SaIraft E Dow Australia Compft a attest CsrtiAatlon mark t ulaing gmWkANUMM Aollmsl Kft anmWLOwr am lm lase buboLmakimooKALOM faadmzmlmo=aft Ill, NNW g)diLmn &ONm ft• 1 a.&wjKCINNoCralmquak and gquaiendreal by 66 tq" Opegu► 00 GIOd Fywp4eg 000.0 12)31 21 NO Yoe No WA Tbw*WTMAOM to sMeled ameftL bull and ouYrkg ate Iowa go no omtbo" lane LM NNW MuIta= fit LmiNKLL&M !>alka" Y� aubwAd 9iAEmnd eaamud ris! i bbn Rev2017 ThomfTm Ctpagaoll nick VA%" MollenalAwrodMMa& Approved earcernry;eeeNkpExieriorMtAeorrel« IWtwomelOpaO«uWlt CO.Ml r M.*A dt CarNlk■Oon Mtk W LINkp ( 410) 206.1710 WlNpanwn kIAuN R1 a) 7e7-aa6e aNdkA� AaomsdaNft &amlad&LUM bog RWM ma im ,SOMOSNalata201 ku= ghariltiQli anew b a 5 a. ggllrlCangotlrgWagviol and apMtaendalu&by M sin at Opal and Go Flour DoorWh 12131=1 No Yoe NO WA Tenet Tna 4 of andwEb d 6aaaao► kmablg and OuloakN _ r. Thermo N Floor-C ask end SmotR r Nominal quan7ampg o plaque 1 1202g o �� CompoeNe Edge Flberglase Slrgl• Dow .—.__..- _ - ,_..�._..._ ...- -- -_. _. ---- -. ... .-.,. _. __ 9 I. Thormwfru Ober -flask and SmoudMSlor - Nominal 6Ng8:9 &quaNa 4squid&quW, Olded - - - 12/312020--- -- No Yes No NA Cortpall t Edge Foal.. Single Dor OnewingNWsvAng; X configuration) _ _- _ --- --_ ----_ - _., �_�.�._�.._,_ _.__- -_ ___-._._..__._ ----�_a. - 14 n, TnermsTru Flbr•CatasK are 6mootirStr Nominr 8r1J�;0&qualloMmpecl&ena; Glazed 12/3l/2020 No Yes No WA Composite Edge Moonset Single Dom (Inemnowewirg; X Configuration) Florida Departmerit of Busbr ass & ProtegdoM Regulation Building Codes and Standards we. t a 1 taxis Fiakis Department of Bushm & Professionel Regul illon Building Codes and Standards P.as i a+ +able Florida Depatb a I of Business & ProNsslorrl Regulation Building Codes and Standards Pegs 1 a I IAGwe Florida Department of Business & Professional Regulation P•p z arz Building Codes and Standards Ird)2U40 Product Approval Application Detail Product Approve Applloatla6 Detail Product Approval Appdkatlon DeEaU product Approval Application DWU 0,Wit Agag— Aoorowd for Use Approved for Usa ggpggl DMI® li&YY hodaret Modal. Harbor or Name haducl Osscrlollon Centred fixukatlon Dale lii+6I1i Outside MYHZ ttlla8laDl Press 1 SERIES 42U ALUMINUM SGD SERIES 420 ALUMINUM OGD OXO 12/312020 No Y. No WA 145.3/4&quaae0&quol:NON-REINFORCED SERIFS470AIUMINUMSGO SERIES 420 ALUMINUM SOD OX. XO, XX 12131/MC No Y. No NIA 9e&qu01:xe0&oua;NON-40NFOHCEU 7 SERIES 420 ALUMINU M SOD REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OXO 12A12020 No Yes No NIA Now art Man gatzmigm aft I= logo mombd= good 1MMNEikbm Yam$ Nei" lmb� DAWN" andam Wm RaMaNn 2w7 copy auras Rod"Dow C•i+IPa::Y MWkVi IateW TaMkN galvlo6e rLq Guy P194 1111aG017 OM1W2017 121OdM17 Approved C•n•egt7: EldrNr DeOm M1a)770e092 Into. (613)6/94r8s6 8006Newy:BslbeME4dr-1 DOWA4 WMW ffMvatdkmodopa,, COWORea«� COW40Wa Mork Or Lbep sm foots COY art arabaiaa bra La NNW= 20" AmINKAIMM YdWWd lshmM bRRAEMEM Aaamad am RaaYbn 2017 CMpOy auras Pmearl C«grry Mrk YlkrlM9aM Yaltk T«rg Dervloee NA GrY PNeeer 11f1Y1017 OWM017 12a6110f7 ApproyW C6tnwr.edeft-11 (013)rm40s2 boa (513)6lases6 SubOmb e•r: Sections Fiarbf Dow Assemblies g••g•ad•MOO•WYr•ara Qaap&rea Wtlrat Coraaam Mrkt LYohq galY Bantle[ ors no �trma pro man logo lmmkiks 9200 UdMK&LWM YaWANIh YLWM Ldoftd EIGAa®i aadw #A" Raa4Yti 2w7 POT Musicale D«n RueOt MYeraOsa eCCO-CER MNn&Oatla ecto-VAL 12/2Q.�17 1t116G017 1VAM17 �r adarlr Date (941),eas-01oo (79a)3161060 APp:a••d drarrMOpgeularNrMs.oan compases, esdYN Ewdk Doorork or Crrparo MMtott CartlMagm bark t LWkN 4 SERIFS420ALUMINUM.11REINFORCED 145. /"4uotaM&qua: SERIFS420AIUMINUMSGOREINFORCED OX 12/312020 No Y. No NIA iaAanALbiam amulinimmtmk 5 SERIES 620 ALUMINUM SGO REINFORCED XD• xx 9S&quwxg6&4ua. SERIES 420 ALUMINUM SOO REINFORCED%%X 12r312020 t13&ouda966ouq. No Yee No NIA 37 031 VY600 PAN-21E761: 84A, $4.73. It 10g0. Ind. 76. M. 4RST, 4RSF, MST, mtOF. Sol48.42.56.4M, godkAiiair ralmammimmobaft alai Pon (min. 26 go.) 6610N•Cw(up M Or wqa) ow2ii2m V6 seconsY174: 1N8 Garble DIM ANNEN" iim aMMONAA JAN legit ➢akin t= gumiLt= moms Emma No Y« me e3g PSFIw PSF an& 6s lassgYaPAN-2F "fa 1a3:NW A,,73,7e. IBM, 19a.411a'r. 4RaF, INW, OW, on.42. 86, 40, 42a, 60. 0086, gookh 1® WAM Pork (min, 20 go.) DoubllGr(Yt 10 IOV 06)21/102a voldo) VlI/D000EY174; VO Games Dot AOBMNL&LUN aonmdhLum IORMiL= No Y« )elan aNk m No Saab a� -30 PaF/-30 Pop itd 10 t00•1111170 0a1e• elleeM areal) gwbLamaa& EsamLoom� gloguLlo*lloLl Vito &Won Otas Daw or14FA21 Aammmdletllm Ae®sda wn kill" gda KIM gummL= amid" loom yes Y« Yes WA 422, IN, (NOW, ODWV, OM, WWVr, ARa, ARBSV, ODUV. QNW ORWV, ARM, ARUN, Man, EDWV EDW ED68V Florida Department of Bueknes & ProfmWonml ReguWim Building Codes and Standards Pag.1 al le al Florida DapaMlent of Bunkum& Prollasslorrl Regulation Building Codes and Standards Palatal lmmis Florida Department of BWn ss & PoofeeWm l Regulation Building Codes wild Standards P.pa t aI Ingalls Florida Department of Business & Professional Regulation Page 2 of 3 Building Codes and Standards 1d02D20 Product Approval Application D6taN Product Approval Application Detail Product Approval! ApplleOW Detail Product Approval Appllc■2kn Detail FLg17�Re products Is1r4mJv gal Lm MMAN RaNbo 2D17 �Irkaa CURRIES Wales nlAADO, Inc I , Era der Dora 630kz aim �sLalb a 1�Jt 00*Dow LA. LID Tod Bahrain, PE 041)49442" MM9M4707 20 gat grab )armra fdOM MAimml 11/3=017 lcr1aF1017 20 &loom 12A6r2o17 Nis Approved !l�tlif! Ua lid un MINIM R VMN 2017 mmuk am Clow&Aft PIM" Colrporry lmlttl[ Reran YdMOMM Mad, VPOewrbw Intrwk TOWN GWVIM NA, Gary PhushM 1) 1 gno Doi*" at YSIl01M Ulrsrit ERQAoaMW 11RM1017 osnwm? go ammma 12OM7 am& Approved ELF gas � lion f%V Nn 2017 ammuiaa Ckpay&Oka Panama c- ww laaLal girt barralLWOa Itlali M Mwk VlktorbM labodal1 Togm 9elvbea Nh, Gary PluohNr (61s)A lac. (613)a1948N a* gat gMftomm 2MI YWWana awmwm OGAMmi aaomma ri!W lit2 017 owiw1o17 /ZVG=7 Approved a Use r awmLauwmu o-"d for LIM Inhalant Nolan ia9.B Pramn Nadal. NumGror Name Product �jinfich � In KvNZ Outside WIZ Masers Esranut 2 186 SH 52x72 FInlFlange Frelna IGMG Sirgla Hung IGMII/2023 No Yna No -63150 Lamnsted Glass OubCaessy, aldedw Door components dsve.�.00 ea:kO•tngrr. aalaaW Exodor Dot AO WMN mMeM1nMMOlOp■yA10111 Oss" Eldadar Door AUMMO cin COOgarea U.00.:OmUlm n Vmk. 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Kne—ich, PE 12/11/2019 /2/1172019 121182019 ding FBC Appn Category: R.0019 (800) 7W3411 PE-59ise (954) 772 8224 autiCYagury: Asphalt Shingles matlehallafcom Compllance Method: EVsWaaM Repo" n0m e Florida Registered Annxect ore Licensed Florida FYofau,ond Engineer FLYf01244t25 Pmapde Quality Allowance Aprood for Use Aggovad for Use Insular Dollar peat Prptmt xoM. Numbs a Name Product Description ant eanl elm Oat. 1, NV Z Odsid, NVHZ Resilient Pill,- 1 GAF Atpha6 Roof Shingles Fberpass reinforced 3400. laminated, 5-tAb and 12/16r2022 No Yes NIA WA Npadge.sphelt at notes Florde Department of Business & Proteo@WW Regulation rase i sit Building Codes and Standards tenor* Product Approval Application D" FL~24 i Halt BoBLM limb pat Ra l mO 21a ]leer rime* ILLDIIWaM gmto musunAAM M Mdoo le lmmd IIOmImd EwLamk and Amend am A. 2017 LV. 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Priest Locke Bowden P.E. 1w1912017 10105r2o17 1020201 t 12M272012 Approved Category: R0o8ng (417) 624.0644 PE-74021 (334) 300-1600 aubCategory: Undeelsyments kern edenatamlrO.com Cmelar" Method: &swatim Repon tom a Florida Regiulared fvchiteot or a Licensed Fkada P,of-wond Engineer GwaacAMaLIOM Amrowdfw Appealed for Use IM21d LeIM Ise Product Modal. Number w Nanr Pioduot Description Contract WoOlm (lets In Outside PM RMlstam Emasm I- a No. 15 UL Ascher, saturated organic fah 101182021 Yes Yes NIA WA Florida Depsfbywd of Business & Professional Regulation BWldlrg Codes and SWWw s Product Approval Application Detail pop.1 of 1 usable BAIMUM rile BOdICM gam !Bo 2dLbo m 20 mm voodoo ONANA L ➢amid dLLmM[LLeoM! YEtl1 oLk Yaw" mlua EIRAMM M amm and the Revision 2017 LV. Thompson, Ina dio Tlharnpaan AMhb*nl Tay Chdshrrn Z8daly0. 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Water lonal2017 1LbO6r1o17 1021201I Approved Ratdon 2017 Global Protection Productt, I.I.C. Tim Robinson Walter A TIM Jr., P.E. Juan W. NnexeNcn, PE 09/06/2017 OfirJ1/2017 0911 I2017 12M 212017 Approved Category: Roofing (Lion) 38o-BOBI Service. LLC. (205) 854-0160 Category: Bhudem (954) 869-7545 PE•44161 (04) 772-U224 subcategory-. Flooding Tones RaWnAnderaonmbul subcategory: done Rands nmrobinsn@gppent.corn Compliance Method Evsivatlon Report kom a m Compliance Method: Ev kiaticn Flacon hod a rl.d.1 Evelualion Entity Fiords Registered Anheecl a1 a Licensed Ford. Proof—wmal Enghl FLaf1M6R11 Products f liLvnaubaa 8sd9 Product Modal Number or Name Proom Description Quality Assurances Contract Expiration Oats Anorasulfw Use Apwowd In HWZ outside for ill. HVHZ wmaa $tlitom 21wm Pdeoirs fa. o Prodim Mode. Number er Name 2WWMAEM AWN Amrowtl liaU.. 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Spilt Flat Profile - Lake Wales, FL 121jI72020 No Yes NIA WA snake 20 Saxony 90o- Make &rnp, Slate FIN[ Pralle- Lathrop, CA 1V312o2o No Yes NIA WA 11 m rg e - nyr IV311702o No Yes NIA N/A 28 Ville goo macum Profne- Lake Webs. rL 17y312020 No Yee NIA NIA BA NON Stull toe llwm EMr61IMM RWWM 2017 rfvv BNdg CornrnrrMo a" Ina Cossaw eMlCurd CmrprWb MiL4bawy: TMN P1MM cmpbnaa Maas* RWk"M RMXd hm a PmdI1M EAWNWA Ell* CtlNIt-Mhemlo teal it 2 rrw aC07Apam Wllps ebb Florida Department of Buslnan & ProfsesbrW Regulation BWldfnp Codes and Sbndards Product Approval Applkdbn DdW Pagel loam glikm toe goer aMLh gmt alma CMmELLkme_ Mind" MfaA11Yd himellm nummo h=Mw swo SWII Lace ICC Evaluation Sol", LLC WOO K Rwaar4 PE esM 92017 0 WP"7 0&212017 Apposed (447) 91sion (407) a61-1g17 alalebOspbrew.eom gMdk MlM AMrmAdlbrgn ANUMANJ the des BMW EMONLROOdolW 9aoamoladmYoaam in m vmz 9 MYblllm &Kim Leese Meal Contractor MOM 12212022 YM ym NIA NA aStoom got AN Mosel mounds Revision 2017 rrw Sam" can woo ol" Inn come": Bbuosm ConaMara. eaCOmm: True Pblm Grapaaaaa Mlsaeo l Rall, bow s Pre*n elekollom tiM Nlrq BA2NamL lhmk lea! 3 mar Knalpina Than Flotilla Department of BtSWAM sir Professional Regulator Building Codes and Standards Product Approval Applcation Detail leaps t of 1 lm mle ARM= lima go BOREN" gob glow 12000LLLbm xmmm Jm Mod" IIOMIed a r&AMMV AVOW Wm Malt laws. 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