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HomeMy WebLinkAbout3092 Nubbin Ridge LnABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Rad. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FIR DR French Door RECEPT Receptacle ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BLK. Block GALV or Galv. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter IRS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community K/WALL or K/Wall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN, Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer ILL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT LaundryTub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam UNO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. DiverterValve (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 w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT 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 Proofing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin, Flr. 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. 08-2 7-19 4.1 ENG. REVIEW FOR 150-C MPH 09-20-19 4.2 ADD 8'-8" ELEV. FOR TREVESTA �l t wnRK SHALL t MPLY WITH PREVAIUNG I t;vUMa C � fat., r t�C�DE, __.... I F4ATIONA.I MAC a B 0 f AND THE CV0 x YRHILLS REVIEW DATE.--: _ PLAN EXANIIN ima 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. i i .. F1.0 •■ �. �`P"..^ �,`•a.e s. `ems �I 0FE3S%Ok 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 o (0 r- apt 00# O U N C,4 ci M N N N# oNp u LL - 0 2 W W 7 j LL a o- tii a L-LJ ri M W Vj � c' ii a CL Z 3 @ a)o m O cc W =fc�,Z M 2 E T ¢ M o ;� ILZ f6 N O N Q M ZZ CJ ♦j J Ov ❑❑❑❑ W Z N Cl) _ M Z M N z o J M Q N cr1 M z o � � T U v% Y LV O O V) �(n Lv E m N o � Elmco U 00 rl, m E 0 8 oi•.., = U o N ° �m C w M co J w¢ o Z < Z Q. o n� z ❑ } ¢N <® On F X V O ¢ , WM 00 d O < O CN Q Z W Z @< C/)Z wo J Cn a ° z O ZQ Q o a Z �w �LL mz =0 C7 WJ CID w¢ >° a 'a. z �N = ` > d- J m m n1 W m 0 .= C.0 n/ C a � O m r �W r 0) ■— Z r r O �-o o � r ai m N M N o Z Z :3 E O T-CU a E 0 � Q o JOB NO: 20-1130 SCALE : AS NOTED SHEET NO. C S a 65'-0" 0 A 0 H.B. s3 EGRESS EGRESS ih A S3 TYP @ 1 STORY " a� �\ `� I � 0 21'-2" ------ ss O 0 --- as 16'" DEEP o P NTRY Ttw , FLAT CLG, '0� Gd, 2,_2„ _ 10'-4" .-; r 10'-42, U_I m o 2'-4 j FIBERGLASSot ��, 1 SURROUND I _ TB - (cc 5' 32" I I 11'-0" _ RANGE _ ■ . C G. - N V UL b O(7 00 CAFE co �' VAULT. CLG. 4'-0" - 11'-78"I N p Nco J �� > ` OPT REF.1 F i I T 1 CARPET I ( 5068 B.F. 8'-8" BEDROOM 3 8'-0" CLG. M 5'-4" i 2" r ' I - 8'- " CLG. UM) w N L6 o z ti� , 14'-6" I 5'-4 CARPET I 4068 B.F. T-6" mW MCI N o SI K w/ ISP - �- -� D.W. o o I I L --- ----- -TILE o I I I L L _ 6'-10" 4'-7" i r l N I 23'-8" i fV 2668 R&S HDR AT 7'-4" T-10" T-8" 10'-10$' 2668 - cn I�Iro '- r N - - - - - --•�-- R&S U '4' I - 6„ = O M N A S3 TYP @ 1 STORY TI-L 2:12 VAULTED CLG. I I ^, FAM ILY R M 9'-4" CLG. CARPET I 4 0 I I BERGL (3) 2x4 #2 SPF w/ SURROUND DTT2Z @ BASE C, M 2�68 - R.A.G. AHU �, A 3068 I I ENTRY 8'-0" CLG. o - j 9'-4' _ CL T I 5'-115" $ + - (3} 2x4 #2 SPF w/ K DTT2Z @ BASE ----'CC �----� lIN U 11xI Q ( I 11/ i 11 1 I �� �31 K �, T S3 EDGE OF SLAB 2" BEYOND WALL 20'-O8„ D I I NOTE: FINISHED I WALLS TO BE FLUSH. VERIFY IN FIELD. �I I I I I O I Q o 1 I O IM I I p I I x I co M /`U 8'- „ C G N I 11 I 11 I I 1 11 I I I I 7$ I I I I 1 I I I I - co Till 01 M TILE OPT. D O. PT I IN-1 N G S3 I 1 T-8" _ R&S --- ------ HANSON BOX @ 36" A.F.F. ZDRYER VENT THRU ROOF 2668 T-8" I SS 60"x36 „ SHOWER I W 5'-3 " 82' 3'-10" -101, 13'-O,11 w O� A MW ' N OWNER'S SUITE - 8'-0" CLG. TB 60 CARPET - 0 - Mr W.I.C. r 8'-0" CLG. CARPET --- _ R&S - - - - I I 2 CAR GARAGE 8'-0"CLG. 2-6 BUILDER TO PROVIDE O APPLIANCE W.H. PROTECTION N WHEN REQUIRED PER FBC I I I I I I I T - - - - - - - - - - - I I I I I I I I I I I TYP @ K GARAGE S4 OPENING 1-0" - CL -- - -- LINE 5-SH 0 T *1 A H.B.T S3 HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE F16 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) - 1 314" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) - 1 3/4" X 16" LVL 2.OE Fb=2600 PSI H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 112" 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 ** SE 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 i S.H. 13 20X38� 18�X37a S.H. 14 20 X 50 j 18 g X 50 S.H. 15 20 X 63 18 4 X 62!! S.H. 16 20X72 18jX71 S.H. 1H2 271/4X26 26X25 S.H. 11-13 271/4X38 26x3711 S.H. 1 H4 27 J X 50 i 26 x 50 S.H. 11-15 27jX63 26X621/2 S.H. 1 H6 27 J X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 2' X 25 1/2 S.H. 23 37 j X 38 j 36 4 X 37 3/4 S.H. 24 37JX50i 362X50 S.H. 25 37 � X 63 36 1 X 62 1/2 S.H. 26 37 � X 72 36 � X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 j WIDE S.H. 32 54 X 26 52 J X 25 4 S.H. 33 54 X 38 j 52 j X 37 j S.H. 34 54 X 50 j 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. TIE WALLS TOGETHER BY ROTATING BLOCKS EVERY OTHER COURSE FLOOR PLAN - ELEV-Al SCALE: %4'=1'-0" General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section 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. Ed. or equivalent. • Garages Located Less Than 3 Feet From Dweiling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" AO +29.7 / -30.8 r +29.7 / -39.2 © +28.3 / -30.8 OD +28.3 / -36.4 �E +26.6 / -28.0 +26.6 / -32.2 GG SEE SN SHEET (H SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +34.0 / -44.8 WALL LEGEND 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 GARAGE LIVING TOTAL 1936 416 FRONT ENTRY 20 TOTAL AREA 2372 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION I R-11IR-13 KRAFT FACED (GARAGE / LIVING) t� U pp" e C!a S: d U C:.) . .off o°"°"=•.."..•"o�Xt. 1likikk",d. 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 Enginee s signature and seal. tf gp, J LW ■- Q V CO 0 N t0 W It V W C)TO O nx. U 0 O b M m co r- N Cc:N� lJi. 1 0) N _k W J �z d U_ _j. a a. OY 0O aorn� 0 o z h C? m m � r,t W _01 SET �oa� @ Z N O Q N4coz U Q J U 1:11:10 El N O _ � o Q � N N _ M � a Q o < O w r- Ln Ia.- E �N f13 a-- CD 3 CJ m t-- n E r is S 041 ti �z M o Z g o g < " ® oLL z Z® Qa co - E R0 OQ az 0U U O� aZ CD<Z i rJ ft3 ¢o mO cj) U N 0Fr Z z m Q W �Z C/3 -, v <� of s� Z 4 U jZ CJ '0 a� O w ¢ °zla � � a o 3 0 CV = > d- J i Nt, \ .= NOc m Q 11711 s -a Cfl ■� Z r 1� r- IC.0 04 � r E M ` o z E o N T7 m E U cc d Q JOB NO: 20-1130 SCALE : AS NOTED SHEET NO. 1 VARIES, 2" LESS THAN CABINETS BELOW lilt MIRROR VARIESI le / w > / MEDICINE CABINET 00 �F F- lit Oz Oz ChcM MM KITCHEN ISLAND 24" TOWEL BAR ON WALL ABOVE TOILET I TOILET PAPER HOLDER rt - O (V FIN. FLR. KITCHEN 0 N 0 M OWNER'S BATH 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 a ROD TUB OR SHWR. w TOWEL BAR a ON BATHROOM WALL SHWR. o 0 VALVES = 00 o C° SOAP ^ - O 00 o DISH U LO iO 0 0 O � M M O TUB BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY KITCHEN 0 n MIRROR N 0 00 0 ih OWNER'S BATH BATH 2 0 F, OO W 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 BRACKET 36" H BASE 0 FINISHED CABINETS - o COUNTER TOP 30" H BASE 0 00 U- ire NZ `.0 0 2x r LO 0? FRAMING '— M CD 1 /2" GYP co BOARD — f FIN. FLR. 2x P.T. SHELVING CABINETS - ISLAND COUNTER SCALE: 1 /2"=1'-0" III � O CV CV FIN. FLR. j Ll I CABINET BLOCKING SCALE: 1/2"=V-0" 1 <Y ,: E _N Z To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W Q E ao o oo U N (0it i O Z C U) C O H 4g W12-70_ R' m .�o�m m 0 m� a _. IL W Co Er-rn o a1 N Ci d' N N Q M Z z U V ❑❑❑❑ " ^ � W M z N O a�D CDz z o ¢ V J h d N V z :2 (1) (.Do _LL V tJ7 Y 0 � 0. r n y O V) — 'Tm Z~ � Z:)o _o U CO w � O 8 U ® U O 0 c � 0 m r. Q O w c`M M 0 z a LJL 8 zo w0 y� Z® Q 0 (O - a N @ O0 X U as ¢o 0 0 Do 0 �z wz i <o 4? . � C mC) o 0� zF dI U3 -� m a 0 Q W z E z Z Ww C) 10� JZ �r V ¢ zIw a OO �N 0 = ` J L c� .! M c C9 LL J ("V ^ Q Y C O C" s a m CD r1-1 Cr Z V ■� Z r T O 2 O LO r CO ^ r m co') r Li N o Z z E O r a E U -j Q p JOB NO: 20-1130 SCALE : AS NOTED SHEET NO. 2 i I U III IFI1111'9 1 II 11 I t- Ill I I I I ' I 'll 10['__' 1 _ 11 1__. I 111 11 1 1 _ 12 5� 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS D El E El FEI [7_1 E E I M E 177 M I FE] F � I � = � 14'-0" RIDGE VENT 12 5� 12 �5 - - - - HEEL 12 5� F4 T.O.M. ----------------------- -- HDR HGT. FRONT ELEVATION - Al SCALE: 1 /4"=1'-0" 12 \15 15'-0" RIDGE VENT 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS M- -------- - --------------------------------------------------------------------------------------------------------------------------- - 1'-01 _ TEXTURED ol 2 -0 jl CE FINISH ON C.M.U.��/ FINISH ON C.M. TEXTURED (TYP•) CEMENTICIOUS FINISH ON C.M.U. (TYP. ) ------------I--------------------------------------------------------------------------------------------------------------1--1-----------------I----1 LEFT ELEVATION - Al General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. 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. r- j 3t qE Z tip E� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seat is only for the structural engineering portions of the drawing pages bearing Engineers signature and sea] W AAh 1- E U co N N 00 it - ® 009 Ol J O to J J Lt- J w W o a LLa awui _ ai°'um3 a Z O Co Co $ LL v—N mm-o Q O 5 N Q coZ U a H J g W 'o N O 00 O N � n O cm,iV d. M 2 a o -J j1�1, rI v L.0 O 0 U 0 to V) w h c o 02 tlllO n c)ID w rn � o Eall I ! 9 i9! 11I /2/ � V O N � N Y 0 9 m �m O W Cl)O Z Q U_ Z Z o Z® Iz ® E CJ �� wz oa @ O rU o g X V ac <Z 0 O ¢a W W N i W o ao W� G� CY U mo O� Z N m Q W ZZ N S< Z go a Z y w U ao x r� ~3 �LL �z aF =� o z� la �o o� v o 3 ON 0 = J a; ■��> CD C:N 1.1. to r1 J N O r m CY) .d. ..- z r r TT 0 LO (.0 rn � r w M c14 o Z Z E 0 cc E 0 � Q o � JOB NO: 20-1130 SCALE : AS NOTED SHEET NO. 3.1 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. HDR HGT. 6" FASCIA (T'P) o TEXTURED bo 00 CEMENTICIOUS FINISH ON C.M.U. CD (TYP.) F.FL. $2 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP. ) 15'-0" RIDGE VENT 12 5F::� -EXTENDED OVERHANG Ti BE CENTEREC ON DOOR 12 :Z:::�5 REAR ELEVATION - Al 14'-0" RIDGE VENT SCALE: 1 /4"= V-0" T.O.M. HDR HGT. 0 ao 20 co F.FL. 12 �5 RIGHT ELEVATION - Al SCALE: 1 /4"=V-0" Z-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. i ••• �S .0 �v �q o �'- Ul z < �o ti Q4 m To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N to 00 W E 00 j'08 0 � N (p pnp .i0 0 0N it U M N N q co, N LL LL tea) *00 c LL LL a °- N ter; 2° (» uS M S W , In W- Q > mLL 52 a a L Y 0 Z -co:U) W o m C)Z m W 'm o � CO 0 <oa 0 W 2ET;; LLZ 40 N O O Ss, N Q co Z V 0 J 2 Z N O 1 co '0 � Z Q v J M d M r /1 l0 v , .1 z O y 0U_ C) Y 0 Q T_u L. F Q) Oft V)L✓ E �tJ1 o � � m W 12 E = o g U o y Q n Y O • CD � I� C) GO J W C"), m o Z U E za >n Z® o 0 w1 H @ a E � o< do wo �Z N L ¢o ¢ a M o �` U m g r Z LL '<w o J m �m Cn T 3 Q O� ow 0 w LL Zo aZ 0 U �� �k O w Oco s z ¢ a 0tz 0 'S cN 0 = ` > d' J L m n1 W m C9 .= ry c CU LL � —' N C 0 C:)Q -a O d' ■� Z O = O ^ Lid r T o ui ca w Ch N N o Z Z O 2 r ca a E a U � Q p c _J JOB NO: 20-1130 SCALE : AS NOTED SHEET NO. 3.2 i i - VARIES T-10" 11, CAP _ CAP 2" 2" *NOTE: r - 1' N N FOAM TO BE USED 1" RADIUS Cl) ONLY WHEN ^ 1/2" RADIUS 'IV REQUIRED BY 3 1/2" RADIUS COMMUNITY T^N 4" 3/4 RADIUS iv - SPECS. IF NOT, 1" 2„ OPENING VARIES 2" I� * N CO DETAIL TO BE " BUILT W/ STUCCO. 1/2" RADIUS 1" 1" N EDGE OF 1" 4„ VARIES M� )c' OPENING VARIES 1'-4° 0 21„ VARIES ih 2 1 4" i r 11„ 2 VARIES cV rIN t. r 42t 1 1/2" RADIUS 4 4" 34, 4„ r 2 1/2" RADIUS r LO - L� N to rniv ,-� Tpp - co VARIES 1" 3z„ , 11„ 32 rN 3" 2, 2 1" r' 1" BASE BASE r- 4„ 1,_8" MTV 1„ 1„ I �n 4 , o • CV O �, cat iv 2 *NOTE: VARIES 8" 2„ FOAM TO BE USED io ONLY WHEN zo 3 REQUIRED BY 1'-6" COMMUNITY SPECS. IF NOT, 1" OPENING VARIES Z" �. �_ �N 1" 1'-4" 1 DETAIL TO BE 2„ 2„ 41 `r BUILT W/ STUCCO. EDGE OF ki 2a • OPENING r 1-1/2" THICK 1-1/2" THICK 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 - 4" 101, N Residential 6th Edition. Engineer's signature and seal is only for the structural engineeringran < 2-1„ iN portions of the drawing pages bearing 101, 6�� Engineer's signature and seal. ' H oo o pp 1.131 ♦� r c r h.:p Q p r0 p 01 O N ik i a M N oo IJi_ 1.L b -ice , N = LL o u LL CL q o - 4 •�O = r ,1 , •, CD INS v Q Q z° d 2 � 1811 ° a � o cp o„ 0 6" cn co 6 W rooti`fl ¢�¢o J 2„ 4" 3„ u1 o z„ iV 2" CC �" 1 N w 5�1 ;� `� W � E� rn 2n i cr �M �" NQMz 0 5 2 Q UO�- Z ❑�0❑ O U 1-1/2" THICK 1„ (D 241 3� z Q 2'-4" 1'-10" � J M 4„ o '- 52 1 5 1 1,_4„ 3" _ z co _ 54 > N `fl Q) t L C1 N IN r cn w Q O p .�- 4„ 1 " J 12 r VARIES VARIES .O ,,, $ 1n0- U) N N U) 1 U `v LU 22„ "' 2 i r— c`a Q �M = O !•y c y o o v I VARIES VARIES I � ®® ocm 4 m t 4„ 0 M z J Z z Q �_________ �a 6" 4" KEYSTONE F11 b KEYSTONE F11 00 IL. ?zN • o iv ; cv �OPTIONAL OPTIONAL Q E z 2 ° wz oa 00 v �O i Rs,, tD 2 4q co 3„ o E a E I 'v Rg4r,. v 3„ o rp a w wo �w, �- 4" GARAGE DR. OPENING 4" LT' 4 ' 4" WINDOW OPENING 4" 4" 1 a z m o N 2" IN 1, C=3 C o � o., NOTE: - '< w Ila -t <� zZ o M z • INSTALL OVER STONE, TYP. � � $ ¢ 5 0 x v VARIES • FIN. TO HAVE TRADITIONAL n w LL N F JrM LOOK &SMOOTH FINISH �� ' • FOAM/ EPS MATERIAL IS = 3 ti ACCEPTED cD w >o oI g I` o NOTE: `r ° 3 o • FIN. TO HAVE TRADITIONAL LOOK & 1 N SMOOTH FINISH 1a 1'-64" 14 12 J cil 2" . FOAM/ EPS MATERIAL IS ACCEPTED 54 1'-12 5a > 3,_8„ 7„ cv L 4„ 3,_0„ 4„ C9 ' i 1 101, 1'-4" 101, G _ Eo tO - C tl! J CD "a LZ- 1 „ o o r \ r 4 ■Z T. cV /� T L/') o C'4 r ai w co \ o z o z E O `m a Coo m �; N i ih iri ,- rn E a c N 1Rlp,, 12„ JOB NO: 20-1130 1" - �; SCALE : AS NOTED S N a � � GENERAL NOTES: SHEET NO. t � o • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) F 1 m • ACRYLIC SAND FINISH v N ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 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 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 I--O WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE *PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN ;O� EXHAUST FAN/LIGHT COMBINATION 1.ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) ko 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) 0 TELEVISION (OPTIONAL) © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER _owl ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G T J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT POWER CO. FEED INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94 —/ 200A INDOOR PANEL CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. opperto lights & outlets upper to 20 amp ckts copperto WH copperto Dryer 2 Alu Typical 150-200 Amp Electrical Riser Diagram (updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. WP DISC. GFI H.B. DEDICATED RECEPTACLE FOR MICROWAVE RANGE unnn mmn ommrlo -- l- WWI 111 BUILDER ELECTRICAL PLAN - ELEV-Al SCALE: %4"=1'-0" ne- 0 CV 0 c� N 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - 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. F �E�� Q 0 0 N N# 0 c N N N allo M N *t Lill W . as a U) N - S w Uj = a aof0 Z >mLL �U)v o 2 O m Wy m O � @o�� a0 W IL Z Ec' <o N O l7 N M Z U Z 0 J U ❑❑❑❑ 0 V M —R Nco O co W Z O Q ¢ v d N M fe o � � V C=% 0 w a 0 a G) N w C!, o o � � U m LU U o m C2:f U) ¢ N Y r, � ¢ Z Zco coo m < LL E Z d. O E U OU wz <o zN oa CU � XU o¢ 00 j0 00 o E N rd L dz a0 ¢o dZ �z n3 in C U wm m� 0 o- Z yz J �m ZZ �, a`ni 3 S< z Z go d wLL aZ �w U 3 ado �k o Jz �3 >O 0 a 03 0 CV = ` > d- J L rn 00 0 \ C0 ./ �y c CU J O � T 0 T ai 3 Cc \ o ca Z E O m E 'a ar C a 0 _j ¢ o JOB NO: 20-1130 SCALE : AS NOTED SHEET NO. 4 ATTIC VENTILATION CALCULATIONS - Al (TRA) ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN, of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev ) required needed required soffit by upper needed ventilators Main 29.00000 1.000000 Floor 2373 2278 325 1139 81 570 0 573.0 435.0 138.0 (Zone 1) *'NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN - ELEV-Al SCALE: %4"=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION "G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. 'ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. **CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN'* (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. 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. Ftele�gt�kQa&fddlR���t 5 p��e L` �0�T 'I a; q FF _ uV A ° c�� t c 6 C—* a • ee f�De "?a F 1 ,• a..eee e••• �/ '�fflfe l41)(@� 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. i, W VM v° ` .0 e� � Cc:NO 0 m ; ,NN tJ N LL 00 d o W 4t 2 Mr -a J Xk W J riJWn gLL s �"d� iii Q N M W N a Lu W � > m LL lK Y Z a •o. z o O X a m i Wz- IL m ❑Cr C N T m m ❑ 2E�rn _,❑a0 ? N Q 2 O Cr co Z i z U, J dV ❑��❑ _. «a W _ coz N o 1� z drum =ME z v o � N _ M 2 � C Vi y Q L1 n Q) O Ln to w N O oats f6 U 00 U 0 N U)0 481 4 0 co w Cl) w ¢ o z a LJ- a E za wo z >ry z® p a F--• C::,E X 0 O ¢ az 0 0 U 0 < az CD¢ CV < wW L03 C Z Y U m O O z (fi Wm QW 2zU fn U) OFW, O O a W oLL =3 C7 r O � � ui� za }0 a OUP 0 CN = � > d- J L � m 0 �>CN O LPL J �-•. O 70 Cfl r rn �' • — Z T' t OLO 0 r CO rn n 0 r N � ` Y C,)T v; N O Z W z E O U) T- m a E U � ¢ o � JOB NO : 20-1130 SCALE : AS NOTED SHEET NO. 5 C d K� A H.BTYP @ 1 STORY S3 TU.N.O. ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ o I } I \\ } o I \ 16'-0" Z-944" U-10" } I I 0'-0' — — } SINK /DISP I } } ooF -1 oin D.W. S3 in .- CHASE TO IS D — —_-- o } I TYP @ 1 STORY U.N.O. STEPS AS PROVIDE 1 Y2" RECESS \ \ CJ L — — — — — — — — — — — — J CJ OPT • T eJ CJ, ' CJ __tI I ■ REQUIRED I FOR SGD. REFER TO \ \ REF. ::: '.: '. '. '. '. '. '. '. '. '. '. '. '. '. '. '.: ...... ::.' :: 10'-101" I 4 PER FIELD MASON'S SLOPE FOR \� KITCHEN ISLAND ; I CONDITIONS WIDTH LOW WALLS 4'-0" 1I \ \ 16-10" ' •12'-10" INDICATES FILLED CELL w/ 3000 PSI \ CONC. GROUT FROM FT. TO BEAM \ \ \ \ \ — — — — — •— — — — — W/ (1) #5 REBAR VERT ABOVE SLAB \� ■ ■ ■ TYP @ ALL PLACES SHOWN I \ I ................... ............. \ TOP OF CONC./ PAVER T BE 4" ■ ()( 2 #5 REBARjin HOOKED FTG. DOWELS 5" EMBED \ \ 0'-0" BELOW FIN. FLR. ■ 4'-0" 4' 4" 4'-6" SLOPE' VERTICALS wW/ \ \ HVAC CHASE 25' EXT. ABOVE SLAB GRADE 40 \ \ STEEL" \ \ BASED ON FILLED CELL PROVIDE %" x 9" \ LOCATION I RECESS FOR FRT. POOR ( (.0 2'-6"x2'-6"X1'-O" FTG 'n _ -ram 25'-10 47 " \ \ 9'-5$" W/ 3 #5 E.W. 128 \ \ 128 ( ) 4'-4° "' K (2) #5 REBAR7inl 00 TYP @ 1 STORY S3 I CC U.N.O. w2'-6" rAHU IS3FILLED CELLVERTICALS 2'-6"x2'-6"X1'-O" FTG ^ 3'-5" T- x 2'-6" x V-0" W/ (3) #5'S E.W. (2) #5 REBAR VERTICALS w/ in SLOPES W/ (3) #5 E.W. G -3 1/2" S3 o I ; OPT. D pT, ih FILLED CELL — ...........� ................. 5'-3" V-10" T-6„ I O I r I. M O I N � ■ — CJ :: 'GJ — CJ o It I 3-1/2" MIN 3000 PSI CONC. I 1 ' 2'-7a" T-10" 1'- ': EDGE OF SLAB 2" I I SLAB FOR HERNANDO BEYOND WALL COUNTY ONLY i�v 7 o S3 SLAB OVER 6 MIL VISQUEEN I I I VAPOR BARRIER N I 35:-4" '- 20'-6" ■' I : ; I :: BUILDER TO 0'-0" I PROVIDE I (2) #5 REBAR (' APPLIANCE VERTICALS w/ in 4'-0" 12'-1" O PROTECTION FILLED CELL I WH• WHEN REQUIRED rf �•-•----------}— o o PER FBC4d --- -- ---------�-' — — -- •I-- -------� .................. r 0 1 j 0 1 J 91 A S3 TYP @ 1 STORY U.N.O. 5' H.B4 T-1 FOUNDATION PLAN MONO - ELEV-Al SCALE: %4'=V-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN CONTROL JOINT DETAIL SCALE: 3/4" = V-0" !. r 45 CONTINUOUS REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. "Alternate: The reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = 1'-0" W lei r �o•-o �F '"� .rP^ �w+ tee• 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. H e�• Q N� 8 O O m 0 J 0 M N INC.� m LL W ® M--NO J W W M 3--2 u-- as U7 M S W fd a �ci�52 aa.LU ofx0 ix V C m 0 O g .29 W E°'a' _o a� �. " N O O N<coz Q Ous A 0 d < Z ❑�[]� W z o 0 S z a� J M d N N z o Q) C Y fB W 0 o a .0 — [` Vim• W P N ry a /R O � V U m W Of r— L E m.... I _ Z _ = o o co CO w z Cl) ? o � aE 0 ECU ¢� H R0 it ¢ �O O O O z Q C N M F_ 1p ¢O W -z Ww KJ W. rD cn iv Nm 10 z� to J N ¢ ' Og aw z O O a. �w O u CC)a �1 5 r o0 3 ON 0 = 0 ^L1 W .! O c r( C� ca N Q —' N 0 O -a Cfl ca r- O T— r ui W : i» N Z z E O B r M E U _j Q ❑ JOB NO: 20-1130 SCALE : AS NOTED SHEET NO. 6 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 1 112% 8-10d H HTT4 3610 3105 5/8" ANCH.1(18) 10dx1-112 HTT4 4215 5/8" ANCH. 1(18) 10d x1-1/2 J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 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. 3/4" 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 31/2" 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 1 990 860 14 - 10d x 1 1/2" MTW20 1195 1005 14-1 Old x 1-1/2" 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) 14' 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 1/2" SP1 1 555 535 10 -10d SPT22 1 735 1 18 -10d SP2 1010 605 12 - 10d SPT24 1090 12 - 10d HCP2 590 555 12-10d x 1 1/2" HHCP2 680 1 570 1 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT 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 (A) OR 2 PLY ;ARRIER 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 (6) 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 PLANINGTRUSSES. R1 R� STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR CONT LEDGER (A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE T-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. 1 1 1 REFER TO SG2A/ST3 FOR ADDITIONAL EMBED ANCHORS SEE SHEET D-1 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-Al SCALE: %4'=1'-0" d pi•Y�i fit! �'�iF�6 s,A' 1 t� u •' 0�� 0 �0 ESSEQ 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 `eaet� U v E 8 "o pppp N N 4C # 000 O (O J J MMr a)00 u t 7 U- 2 LL a a W 2 W 0 > °� LL 555 �Z a of O Qa� $Zoo 1 Z d' W a 0 of ~ :ace W000 co0rCO a�¢o W �Eq'rn �Oa0 x Z 04 U F J g d Q M ZLL Z 06 ❑❑❑❑ W m 7v N O � o �N z o � v J t`) d N _ M z a o � � Y W o o Q L w� E o � � U 00 u, r FR E 0 8 W. U 0 c (D Q • f0 m z M M z 1 o Z U- Q 0 zo o� � >N Z® co 6 H 1 �" 0� O E N It ao as . 0 a� ¢ dao rp Cn c z 0Y U m 0 0� Z Z U ¢� �� O O V G z¢ Y0 0 63: C:N 0 = ` J L � rs > . Cfl n/ c Cfl LLcoN J ^ Q C m O 00 O No CD � r ai m M r i6 N o Z z E O 0 r a0 0 a o JOB NO: 20-1130 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 . O Safe vertical load Safe horizontal load — GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 8F44 18/1 T 8F40 1 B/1 T 8RF400B/1T 81`321B/1T FORM &GROUT SOLID IY CV < o �W ' J _Kz�� O #5 BAR CONT. 8F12-1 B/1 T O V' LINTEL DETAIL SCALE = N.T.S. E j € i 3 F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY Q 8 F 16— B/ 1 T U a tNOMINAL.QUANTITY OF WIDTH WIDTH= #5 REBAR AT TOP NOMINAL HEIGHT MATERIALS cTi precastli tels = 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. #5 REBAR M IN. AT REQ'D (1) CLEAR ALTERNATE POWERS STEEL LINTEL ° d O d d C.M.U. #5 REBAR AT TOP v-- ° d - > d" d o GROUT MIN. (1) REQ'D 1-1/2" CLEAR 0 ° e d < J a L r !] Ln A 5 REBAR AT M w (n a O BOTTOM OF Z- r' cow w O o LINTEL CAVITY V L O OTTOM REINFORCING PROVIDED IN LINTEL 0 U t- m¢ ¢ (7 a) Z Z° LL w U') ¢ _ - b � N D D #5 REBAR AT BOTTO 7-5/8"ACTUAL ' NOMINAL WIDTH (VARIES) U))'0 � Ca �o �. �o AS INDICATED LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications O O 4'-6" LL 4'-6" LL O 5'-10" LL LINTEL PLAN - ELEV-Al SCALE: %4"=V-0" cp al ca (,y �v� q. 10R�4 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 44 �i 00 0 a � y N _N AW V m N N C Zo N LL00 p u_ # W W r» � u J n a LL 22 M W L1. fn Q' . r Q a d 0.un': O ca: Z isL� 0 it W, Oro MO �CN � W m Or-r � ¢ o W � ET � o a� 0 Z NaMZ J Uun 13 Z 1:1C1EJ0 W z N O � o � QNQ Z O Q J M � N z a WL'n 'c o ^' 0 W VJ — Vi Y w g .0 _ N C o �LO 22 o r- U 0° w rn „ c r 2 E o 8 ® mf CD S to Y ® Q Z Cl) M wZ o S Z z a r..r... cdE Z O o O E I N a N fl- p E V Wz ❑a Fcc3 _ O E x o Wp 0 o O U O (o N i ¢ Wo a i W Z r� W M Cn c - C o z a = Y U m 0 O Z r (/) W m Q W � o� z 0 Q OLL � U a W W C) ao �- o mZ UJ = 0 ' O cfl IW �N 0 = ` J L m .! CO �y c CD LLcaN Q^ N LL m Cfl ... d- Z ,- r a TT CN � r ci 0 ('') T N ti N o Z Z E O N 77 co � c CL E ` a) v � ¢ o � JOB NO: 20-1130 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 it AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5, GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6, GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE, INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10, GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2INCHES (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, C90-061b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ad. (2017) 1. 1. 6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1. 1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2. 1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ed. (2017) AND FLORIDA BUILDING CODE 6th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1. 3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8• TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3. 3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM, 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ed. (2017), AND CONDUCTED BASED ON A140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3, 2. 1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4. 1. 2• LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD, 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-1-P CONCRETE NOT EXPOSED: 1 Y GROUT FILLED MASONRY: 3 qP 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN ft) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi WORST CASE DESIGN PRESSURE TABLE 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL BUILDING DATA CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WIND SPEED (ULTIMATE) 140 MPH WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR WIND SPEED (ALLOWABLE) 108 MPH ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED FBC-R R301C "" WIND EXPOSURE -- ( ) 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : BUILDING CATEGORY = II 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 @ DESIGN WIND PRESSURE: CONTRACTORS DISCRETION. (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) 4.3. CONCRETE MASONRY: # END ZONE IS ONLY WITHIN T-0" 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. OF ALL EXTERIOR BUILDING CORNERS 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II WINDOWS AND DOORS NON -MOISTURE CONTROLLED. 4. 3. 3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED WI CONCRETE IN ALL 140 MPH + 297 PSF / 396 P . - .SF (END) U.N.O. STEM WALLS. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm =1,500 PSI CONSTRUCTION MINIMUM. GARAGE DOORS (V = 140 MPH) 4. 3. 5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE TYPE5B : SINGLE 9x7 +26.3 PSF / -29.8 PSF CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. DOUBLE 16X7 +25.2 PSF / -28.1 PSF 4.3. 6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER NOTE: 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL 1 STRUCTURAL 1, SHEATHING 1 32"USED IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE D F INTERIOR 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SUCH SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ENGINEER OF MANUFACTURERDESIGN, "DESIGN THE ATTENTION OF FLORIDA DESIGN SOLUTIONS INC. PRIOR TO THE COMMENCEMENT OF FABRICATEANDSUBMIT DERECSHOPTRUSSDRAWINGS INACCORDO WITHTHE"D. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE CONSTRUCTION. ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH, 3RD LAYER 1/8" THICK NOTE: 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: FASTENING SHOULD BE TYPE "W" 1Y4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS GALVANIZED ASTMA307 (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / ACCESSORIES SHALL CONFORM TO: Fy25-87. WITH G90 4.5.2. SHEET METALCOATING NAIL DISTANCEFROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. DA 4. 5. 3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING PRIOR TO LFASTENERSANDTIE 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. NOTE: 4.5.7. CONCRETE EMBEDDED'J' BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE "J" ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR M ICROLAM WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft= 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH AJ.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN, 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ed. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 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 back -fill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. if rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC-R R318.1.5 - C ncrete overpo and mortar along the foundation perimeter must be removed beore exterior soitreatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemical barrier must be installed after construction Is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: 'The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. e4RQF�r.�gg 2[i: a. Fd'e d�R�fe d .�' CC, Pt•goP• , •• "Ij tr �• 0 E S SeQV� 1N��\ 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. c. M � CD CD 00 Eo N U g Cj N =LL LL a a a w z CL �or%jm 0�� o e W roS m m 0 o mo��° ¢ °°=o W ILZ ��rn joa� 2 E N O y N Q m Z U 0 z °0 'L ❑❑❑❑ ;� W z N z z J M d N to M z •LQ cd g `>� 0 0 Lo � LU = o 0 3 U m m LL' T E - o ry i = ® Q U o y C, U' lCl Y CD co w co M zo Z ai a 0 o Z j } N �N Z® U t _ C N o X U &< ao 00 o< a ww <o �z w td Cn C - 0 V p o� Z Jm Q W N CL $ 5°0 a WW sir dLL r- CD cD st zIa a ° 3 �N 0 = ` > d' J iu ^L1 W m co CD `° N Q^ C C:)CL ^1 ° m F W Cy) Co O 04 LO r hi m w N M iri N o Z z E O ,- a E • v 0 o :� c JOB NO: 20-1130 SCALE : AS NOTED SHEET NO. SN I MA J 0 ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 6'-0" 6' 0" + + z +++ + ++++ + +++ + + + +++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ + + + + + ++ o +++++++ +++++ + + ++++++++� +++++++ +++++++ ++ + + + ++++++++ + -- 15/32" CDX PLYWOOD OR 7116" OSB `--RIDGE LINE 140 MPH (1,1103 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4' or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1,811.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.811.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2x _ + 5/8" or 314" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking ° 1/8" gap x / 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING)/8" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall, Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate details in One 10d box areas=20 of high or--20 sinker �� lateral load. nail each side 7-� 0at bearing. TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE O 0 0 5'-0" STUB -OUT FOR 1'-0" o Ln GAS METER 0 7 d••r O U 9 O 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. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 1 U-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. 64" (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 * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (Le, RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Load bearing walls •.— Q ' Provide adequate bearing for each lapped joist. Squash block 10d nails SECTION INT. BRIG. WALL (2x4 minimum) Bearing wall, Versa -Lam LVL or N.T.S. Glulam Beam MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (see table below) (KNOCKOUT EXEMPTS) D (see table below) DO NOT cut, notch or drill flanges FILL CELL STD, 90° HOOK — BOND BEAM w 0 j STD. 90' CONT. #5 CONT. #5 HOOK BAR BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT, BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRIG. WALL N.T.S. 1/8" min. Small 2" min. 2" max } gap 4 max. Q Clinch nails when possible Tight fit U L� 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. Web Stiffener Fastener Schedule Joist B aring Location Series I Depth I End Intermediate ® BCI5000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000s® BC16500s® 9-1/2" 11-7/8" 2-8d 1 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60sP 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d - Hangers with side nailing. - Hangers with sides not containing WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over �—blocking and wall or beam below.* Use 10dxY nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — (Q V LJ ❑ � ( 6. A 1Y2" ROUND HOLE MAY In 6" 6" BE CUT ANYWHERE IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1y2" DO NOT CUT HOLES LARGER THAN 1%" ROUND IN CANTILEVERS. Any 16" joist 12 1 -0" 1 1 1'-2' V-2 1 3" V 2-4" 2-11" 3 7" 4 2" 4 9" 5'-ri'" Span (ft) 16 1-0" 1 1' V-2" 1'-2 1-7 2 -5 3'-2" 3 -10" 4 -9" 5 -7" 6 -4" T-2" _._ 1°-2° 1 1'-2° 1 2-W I 3-U' 1 4 9' 4-10" 5-11" 6-11" 1 T-11"I 8"-11" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7.1%" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. �When joists meet over wall, provide 1 3/4" minimum bearing for each. SIMPSC w/ (22) NAILS 1 5/8" n THRU BOLT SIMPSC w/(22) NAILS 1 R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION Joist I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Backer block (12" wide min.) Nail with 10-10d nails. \nstall tight to top flange. Joist hanger \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is Laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist p depth I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM-/ ° SEE PLAN FOR °• a . • . n . • ° a FOUNDATION INFO 4 •' C STEM FOUNDATION GRADE REINF. SEE PLAN a ��1I�0111 --I A/C CHASE 4" PVC (2) #5 REBAR 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. 10A LOCATION OF SECOND H10A SIMPSON °(WHEN w/ (18)10d REQUIRED) NAILS UPLIFT= 1 TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE P911%r \ 1r—r% r1 n 1 'Tr rnr I IAAIn TOP (2) #5's x 4' 0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE 4 d a a a z a • .. SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE d d ° / as G a C Q' G C G Q SEE FND. PLN. SIZE & REINF. Y i F` _s = • O SS10 s"OF-E To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W �E win° [• _ W, 0 cr�pp Q o0O �. U N N 3k A ✓" ;� w O C:)O ✓71 u7 J Z ND v. k ?' 0 wN„M� N J 3t ' W J a LL. J W d 0 5�N � a a �c'u aairo Z ¢o�NM 0� 13 i .«@. 2 O m m O 0 W 2 E T �oa� =sz Z O _41:2 N N Q f M Z O CJ h J y 13 1-1 El W . - a N O o z Q J Cl C N U) z (� C7 t>3 •U ca �- < O � t—` w V) I o qoa F— U m Zf °i' 120 o BLU E 1l 0 T' 8 c Y QAMA r- o w M M z z a z a U- �o �� Zo z© !j - ®O wz na cc ~ M Qo — O E N a z o a z d i ao m� rp U) Z$ z OY U wm o U � Z QW �Z Cn } N O ¢ U U a V O j O Y u Y = ni C9 V 8. za O .3 0 ON _ � J ai W � .MM.. C ryoC to cv J N C O o ;a Fa (0 l]'_ 7 S T -0 0 01) 0LO Z r co o r- r W 2" M V N �i c%4 o Z cc Z E 0 r l6 A l= 0 ¢ o JOB NO : 20-1130 SCALE : AS NOTED SHEET NO. SN 1 �ili muns nu 8"x8"x16" NOMINAL BLOCK WITH 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW 5/8„OR 1/2 HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF a „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS .) (OR / GYP. TYPE X„ @ EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM GARAGEABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH TOP PLATE STUD BELOW 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w! 2"x EQUAL) STUDS (1) ROW 2x BLOCKING @MID (12)10d NAILS S.P.F. (OR @ 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. 2x #2 SPF STUDS HGT. FOR WALL HGT. <_ 8'4'. (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. - J @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > 8'-6". \l SHEATHING REQ'D. FOR ALL (1) ROW 2x BLOCKING @ MID HGT. FOR WALL EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR 2"x3/16" PLATE WASHER (TYP.) WALL HGT, < 8'-6". (2) ROWS 2x BLOCKING (ALT: 1/2"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR APPLICABLE. 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD @ 24" O.C.) NSULATION PER CHART ON FLOOR PLAN "SIMILAR 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS AT FOUNDATION ONLY" SIMPSON SP1 w/ (10)10d NAILS @ 6" MAX FROM END OF 2 x PLATE E 5/8"° x 10" "J" BOLT @ 24" O.C. W/ fF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND (1) LAYER TYPE II (#30) 2 #5 CONT. ON 3" O 6 x 6 W1.4 x W1.4 r �- 2"°x3/16" PLATE WASHER (TYP.) 1/2 �� �� �� TITEN HD 24 O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH " "' ELEV. 0'-0" OIL (ALT: x12 @ OR 5/8"x10' WEDGE ANCHOR @ 24" PLATE INCLUDE THE WALL PITCH > 4:12 A.F. F O 2„ x 6 W1.4 x W1.4 C.) ATTACHMENTS 2„ 6 x 6 W1.4 x W1.4 H , ° (2) LAYERS TYPE I OR TYPE 11 ° ° ° a WWF OR FIBERMESH WWF OR FIBERMESH (#15 OR #30) UNDERLAYMENT o _ - - 1-I I I=11-1 m ° I=1 I H 1 I=I I = I_I ° ° ° ° ° ° 4 ° z ELEV. 4-3 1/2' �31/2"MIN. �31/2"MIN. ' FOR UNDERLAYMENT FOR ROOF PITCH 4:12 0R LESS. I I=I I I=I I I I L1=1=1 I= I I=I I I I=III=I' ° a ° ° a n �n ° ° ° ° ` ° n o -- REQUIREMENTS SEE R905. PRE ENGINEERED WOOD = I I -I L I III �I=) ° - - I ° A.F.F ° ° ° ° 2x4 CONT. ° ° ° b -'31/2"(min.)- 4" ° I �_ TRUSS @ 24" O.C. U.N.O, 12 _ I- - - _- - ' _,I11=1 -1 I = I H I -I I III-1 l lI I =1 I I I L� 1111=! I I" a ° ° g a I I° ° ' ° n ° a N ° ° ° - D o „ - - _- ° =I 1=L_I- 31/2 (min.) - 4 I 1=I I -I 1 III -I I1- _ D ° „ - - - I- 3 (min.) - 4" =I I=I I HURRICANE ANCHOR @ EACH P.) VARIES TRUSS (SEE UPLIFT scHED.} wi ZTTY -I I =1 I I=I I �I I I-III-j-I I=1 I I= I ' i _i I I-ITi I i g,� � ! - Ign a ° a GARAGE DEPTH VARIES a - _ _ III- I -III _I I IL -I I1-1 1 I 1 1l=� I - -, -III=1 I=1 I' -I I� 1 I I III= I I=III=I I I i III, METAL PL. UNDER EA. TRUSS a ° ° ° ° g I- , ►1, ;,III, ;,I I ;�I I I- I I- I_, �-I I I r 4' MOISTURE BARRIER TYPICAL INTERIOR BEARING „ (2) #5 CONT. 4 1.4 g (2) #5 CONT. 4 4 $" U.N.O. MIN. INSULATION LE SHINGLE ROOF MIN.SHEARWALL 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG GARAGE SLAB AT STEP B K TYPICAL BEARING WALL STEP C TYPICAL BEARING WALL @ STEPKCC NAILING SCHEDULE ON SHT, SEE TYP. WALL SECTION SCALE: 3/4 -1 0 „= '- „ S3 SCALE: 3/4 -1 0 S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" S3 ELEV. VARIES FOR ADDITIONAL BLAB INFORMATION. - 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE coN��NooUs4,i sEcoR� BOARD PER CODE (OR 518" ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING e GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM 12" 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" 0/C ABOVE) WlDRYWALL •N•p• 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. f. SCREWS @ 7" O.C. EE SOFFIT 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C ROW 2x BLOCKING MID HGT. CEILING & 8 O.C. WALLS SHEET LOAD BEARING OR INSULATION PER FBC AND ENERGY coN (1) @ FOR WALL EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /� HGT. < 8'-6". (2) ROWS NOTE: INSULATION PER $.x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT, 1"x P.T. STUD 2 ROWS OF 2x BLOCKING THIRD POINTS APPLICATION (} @ SEE SECTION C/S3 FOR 2x BLOCKING'- 3rd PTS FOR WALL HGT. > 8'-6". CHART ON FLOOR FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION PLAN SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @GARAGE lx2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL G/S3 FOR ANCHOR BOLT INFO. 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8 THICK. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL K.O. BLOCK SIMPSON SP1 w/ SIDE IF APPLICABLE. (10)10d NAILS EXPANSION " ( IF NO UP LIFT ON pQ 24" O.C. VERT. OR PLATE WASHER TYPICAL 5/8"DIA. BOLT 24 O.C. @ 2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR WALL SEE GG/S3) 5/8 x 6 EPDXY BOLT OR SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD MIN. 2500 PSI CONCRETE SLAB W/ 3500#, MIN. TENSION 2600#) (6)1/4"x31/4" TAPCONS *SIMPSON SP1 SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 E w/ (10)10d NAILS - r 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR T END OF 2" x PLATE WWF OR FIBERMESH - ARCHITECTURAL TYP. ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR Lu 1x2 PT WD FURRING @ 24" O.C. FINISH GRADE �, o ' ° • ° •p z #3 & #4 LAP SPLICE GRADE 4o MIN. Fy= 4oksi CL ° =III=1 I l-III m 1/2" GYPSUM WALLBOARD T IN FILL (1) #5 VER . F L CELLS MONO OR STEMWALL z ° �, - - ,. FINISH GRADE o0 2 - o -.ITl= 25" MIN. LAP 30" MIN. LAP [GRADE 60 MIN. Fy= 60ksi] a [ ) • I=1 I I=III=111 I p An 111-III-I 11=, '- U.N.O. (SEE FOUNDATION PLAN FOOTING MONO SHOWN P P p FOR CLARITY ° _ _ p 00 6 MIL VAPOR BARRIER -� ° .' I- I - I = -� i IT 1 ° 1 - -= I1 =, '- "' LU R 1 7/g„ `�FOR LOCATIONS o p p o °=1 I=1 11=1 I -I 1=1 1=� z , N Z I I ' ' =1 -T1=T - z #5 REINFORCING BAR -� I �1 I -III -III -III I ICI I I I �1- 1x4 P.T. BASE NAILER ° III=III-III=III=III-I I F i r- #5 LAP SPLICE (2) #5 CONT. 4"x4" INSPECTION ° : D� _-=I�I NOTE: D =111=III=11I-III-III=11 1 ° III I I I -I I ON 3 CHAIRS 31/4" BASEBOARD PORT AT EACH g _ _ (I I-III-III=III-III I I- N FOR BEARING WALL I-III=III=III=III=III- T COMP. SOIL. (COMPACTED TO 1I o _ 36" MIN. LAP [36" MIN. LAP] �3" g" 1'-4" g" (TYP.) MIN. 2500 PSI CONC. SLAB FILLED CELL TYPICAL _ _ _ W/ UPLIFT ONLY _ __-__ �_ -__ __ - I- 95% MODIFIED PROCTOR ASTM I! I =��I=1(=111=1 = I mo) '- T=I 11- 10 co AT GARAGE CONTRACTOR III I III I III III I 1 III III-III=III III -I 1=III=1-1 - D1557) r1= F { MIN PSI MAY VARY PER cn TO CUT BLOCK OR POUR _ =1 -III-III-III-III-III-III=III-III-III-III-III-III=III- - _._I i=i-Ti I I I-III=I I_ �, �- 4' #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING MUNICIPALITY. CURB DUE TO SLOPE ;III II II CONCRETE SLAB Wl6X6 C NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION K"D� TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS rF WALL W/UPLIFT rG WlAXW1.4 WWF OR - DECO FINISH 4" to 6" _ , „ SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 =- 0 S3 „_ ,_ „ SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 -1 0 S3 SCALE: N.T.S. S3 „_ , „ SCALE: 3/4 -1-0 _FIBERMESH BELOW GRADE SLAB INFORMATION. SLAB INFORMATION. S3 z °D r, d TIT=1 I r ° 1 = 6 x 6 W1.4 x W1.4 VARIES 1 1/2" RECESS FOR 6 x 6 Wl A x W1.4 ° 1I I 1=I = - -' 31/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 6 MIL VAPOR o � z 1 - _ min.) 4 „ 10d NAILS TO TRUSS TOP CHORD FOR TRUSS BARRIER 4 Il D D ° � GRADE AT 24" O.C. MAX. SEE PLAN FOR x % " CONNECTION INFO ° e ( I COMP. SOIL. I ° �_ - ° 00 9 - _ _ -_ - - - - - - - TOP OF BEAM & LAYOUT DESIGN -_-- - o _ (COMPACTED TO 95 /0 1 =III I ( I I I I I I I f [=T11=I I I I = _ _ _ - - "' ° _ _ __ - - - - -(1) #5 REBAR w/ OPT. SEE ROOF PLAN - - A 111-T1 I i; N - °:. ° o A I I. MODIFIED PROCTOR ASTM D1557) _ =TI �= I I= I=T= I rS.gpEEN ENCLOSURE "�- _T 11�1=111 111=11 � � (2) HTS20 FOR STRUCTURAL BEAM SIZE & - r I f; I I �I -III-1 I T i i m Q - B 3" MIN. CLR. _ I T (2) #5 REBAR CONT. 1'-4" (1 STORY) STD. 90 HOOK CHAIRS TYP. 4-' CONNECTION INFO •I M �. lI •', �' � (� 4„ 1'-8" (2 STORY) DETAIL)(SEE U.N.O.N U.O MIN. w 2x4 P.T. PLATE I 2x4 #2 SYP P.T. FRAMING w! - - - -_ -Ire` _ �- I i 1 � T TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE rL O.S.B. I MIN 7l16" O.S.B. SHEATHING z ATTACHED PER NAILING SEE A/S3/J/S6 r � g„ FOR REINF. INFO. SCALE: 3/4" = V-0" S3 SCALE: 3/4"=1'-0" S3 AE .EAR � SCHEDULE SEE TYP. WAOLLPTIOION FOR ADDITIONAL P.T. 2x 1/2 GYP. BD. C°wMNLOCATION > J 6x6 P.T. #2 SYP SLAB INFORMATION. 2" HOLD OMPSLAB uj rM 2" 0101. 0 CONT. BEAD SEALANT ABu66 SLAB STEP &RECESS S.G.D. SCALE: 3/4"=1'-0" S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND ¢ °.. DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND- ° P.. °.:' .: INTERIOR 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND PAVERS 1 DRIVEWAY EXPANSION JOINT ,.. • 31/2 SEE DETAIL 16lD1 FOR w/ 1/4"x3" TAPCONS AT 8" CONCRETE SLAB 14 " 13 ° . 'A '• ° a � ° GARAGE COLUMN TO PORCH SILL 0 C PAD FOOTING PAVERS O.H.D. RECESS ;� z O.H.D. RECESS _E d ATTACHMENTS & 18/D1 co `' N M 1/2" GYPSUM WALLBOARD U.N.O. CONCRETE NAILS W 1 1/2' R FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL EXTEND FILL CELLS Al EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS 8"O.C• c - TO FOUNDATION PADA 4. .... ' .. •.. .; y r • ° a..+ •• ' ./I •. STAGGERED, FROM BOTTOM INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. r ' r. 21T 1. • ''' "' I ' ' PLATE TO CONCRETE ON FLOOR PLAN # MIN CONT. BEAD SEALANT (MIN. SHEAR 180 SE � SIZE VARIES PER PLAN w/ MI N. (2) #5 VERTICALS M - - GRADE a ° j ' • ° - 4" � . _I I I-�� II ] oo ' TENSION 120#) CONCRETE SLAB - chi FILLED SOLID (SEE PLAN FOR � �..�_� ."• + ,. . I � __ _ , I -ILIA � , • + ' . �. �- 6 6 W1.4 W1.4 N SIZE AND REINFORCEMENT) � I I -III =I I 11H =1' x x T '- c� z - ° -I I I- -I - I=� i W •, .:: -I .v 1=I - �_ WWF OR FIBERMESH °° - a ' "' W o O W 111 U) W -III III=I I III -I 1=I Z - - BRICK PAVERS or SLAB PER o -- COMMUNITY SPECS M 6 MIL VAPOR - - �- _ _ _ [L_ l - - - - - - _ - - Tl ; I/l`I=III=1 1T=1 I 1=1 I I -III -III _ _ _ _ _ _ _ I -I -III-III-III-I I -I ICI ICI-= W - I (= I =III=III-III III-111=111 FOOTING 0 - SEE AlS3 OR J/s6 L I I I i i T -I1 I I 11 11: SEE A/S3 OR J/S6 I „-, �, , , 1; I i 0'-0" FIN. FLR. FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE BARRIER =I_I-I I - I I- II- ((- =I I 1-I I -I I =I I ( -III (-' BEYOND 1 4' (1 STORY) I 1-8' (1 STORY w/ DEPRESSED SLAB OPT.) 1-4' (1 ST RY)-� �rl ITi IT_I f TAT ,, .... y; . , ;•. ' PAD REINFORCEMENT=-' „ 3 MIN. CLEARANCE SCHEDULE) 1' 8" (2 STOR) 1'-8" (2 ST RY) 4 4 ,' • • ,. °•'4 SEE FOUNDATION (SEE FOOTING WIDTH ... ! �. CONC. PAD INFO, SEE SCHEDULE GARAGE DOOR SLAB RECESS J.1 GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. rK TAPERED COLUMN FRAMING KCD12 PATIO COLUMN FTG. DETAIL rN SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE; 3/4"=1'-0" S3 SCALE: 3(4=1'-0" " SCALE: N.T.S. ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. ._ z TT T O T- ni CV Z m z E vi O r 0- U J Q ca p J JOB NO : 20-1130 SCALE : AS NOTED SHEET NO. S3 (MONO) 3 v a �r C x N 0 t2 i 0 E m C x 0 0 J 0 t2 i N L i a N N C7 Ca. E H O S v C i ti E2 0 i .o CL i 0 ti N N N 0 0 a. rn 0 r N 0 W 0 i (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.) —� 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY WALL IS 1 1/2" MAXIMUM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYpj SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER *+ + + STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) \—ROOFTRUSS PLIFT CONNECTOR (SEE SCHEDULE) OISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL CL TO DRAIN EXTERIOR WALL CLEAN -OUT WALL A SCALE: N.T.S. S4 1ST 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 1 V DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT rD S4 SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" KNOCK_OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT d o a a d a a d a 11 e e 8" STD.90°HOOK g" 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: J 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. 2� VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. Q3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR SCRAP MATERIAL BLOCK WALL ABOVE. MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE J J \\00NES' T rfJ r O FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR-----_ GARAGE DOOR ROLLER CONNECTION ASSEMBLY .." GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK d 8 a a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B/ BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. r�i SFFpC�p0� N 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2X8 WALL) 10d NAILS @ 8" —� O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET fOP a IARAGE IOOR W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON V - 4' (1) (2) (1) (2) (1) LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (21 (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER (2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. 00 SIMPSON HTT4 TYP. Op OR U.N.O. SEE N/S4 FNzNQ ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. SLI. SIMPSON SIMPSON SP4 SP2 ; 2X STUDS @ 24" O.C. CO TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL d dd o 12 (TYP-) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED SIM SON SP2 w/ (12)10d NAIL AT EACH STUD TRUSS BOTTOM CHORD OR 2x4 [BLOCKING W/ 2-16d TOE NAILS 1/2" EXTERIOR GRADE SHEATHINGEACH END FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" 0/C BOUNDARIES 6" 0/C EDGES & 8" BLOCKING (T ) v O/C FIELD z < 2x TOP PLATE '— `n 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS =_= CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT — • L O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90' 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 • 48„ SPLICE STAGGERED ATTACH ALL f EXTERIOR STUDS W/ (4) 16d TOENAILS TO TOP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON G SIMPSON SP4 gP2 P.T. ATE TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL SIMPSON SIMPSON SP4 SP2 ..f NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSON SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° o ° • HTT4 wl (18)10d NAILS (3610# SPF) ° o • HTT5 w/ (26)10d NAILS (4670# SPF) o ° • DTT2Z w/ (8)1/4" x 1 1/2" SDS (1835# SPF) ° o ° • HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (2215# SPF) ° ° • HDU4-SDS2.5 wl (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)114" x 21/2" SDS (5665# SPF) • HDU11-SDS2.5 w/ (30)1/4" x 21/2" SDS (6865# SPF) • 5/8" DIA, x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT 9 • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT HTT / HDU TENSION TIE N SCALE: NTS S4 SIMPSON SP4 �2X TOP PLATE OVERLAPPING 10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE ROOF TRUSS ABOVE /— 2X BLOCKING a 2X8 P.T. BOTTOM P TE G' 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 -(2) 16d TOE NAILS EA, BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'4" O.C. MASONRY WALL f 10d NAILS @ 4 10d NAILS @ 6" O.C. / STAGGERED A STAGGERED 2 OX8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) TRANSOM FRAMING 0 oN N BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" 0/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 5/g"X10" J-BOLTS @ 24" O.C. SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY KR� SCALE: N.T.S. P/v re y. ; 0 u► ,.-� f--e •y �.L aq ,,, �` Q C;4 \O /dllliit. 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. ;E_ W "IfO '?. Q TE O V O O M N r O Co Co N O R A N LL LL 0 a "'ma # xt w w �I N� 5a H Zof U)N" > U w w� tL Y Z vOcnv 0of W M of z W m mo � E CPrn a r..3 Z O '—� N O C14 x0 N 2 U lnlh Z U ❑❑❑❑ M ' N O z N Q J M rZ N (n M z o �-d Q) �_ LL V i Y ,,, a n in a 0 V) LLr E N iN c� v W C E E 0 8 i �11.. _ Z U o ° ®A 0)M 14 r, o C,0 ffi M ¢ z C E zo >� Zo �� OL o w= oa o E Xcu O o< a� �U U o, az ?M O (Q N ¢ < a w z L m ¢o m0 o oa 30 o G � :Dc � O as zzl a o 3 2N 0 = L. 0 Al W � rY CO co O r O) It ■— z r'- r TT 0 04 LO .L O 0) r ai ca �� c N o z ZE T ca _ja 0 ' O .2 ¢ oC JOB NO : 20-1130 SCALE : AS NOTED SHEET NO. S4 3 -v SJ' ca a J t2 0 a s 0 J r N i o, C <C N N o. 2 C� E O L 0 J ti O y.+ U i 0 vl 9 a2i -o a c 0 0 J A? t� N N N 0 0 a rn N n N v 0 rn W 0 SIMPSON HGAM11 W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & ( 1 /4"X2 3/4" TITEN TO CMU SEE STRUCTURAL NOTES AND BACKNAIL W/ (2) 16d NAILS BACKNAIL w/ (2)16d NAILS SIMPSON H10A w/ (18) 1 NAILING SCHEDULE FOR TOENAIL W/ (2)16d NAILS SIMPSON H10A w/ (18) SIMPSON SP4 wi (6)10d x 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. SHEATHING DETAIL 10d x 1 12" AT EA. 2x4 SEE STRUCTURAL NOTES 1 12 AT EA STUD (USE BACKNAIL w/ (2) 16d NAILS SIMPSON H1OA w/ (18) OUTLOOKER OUTLOOKER SP6 FOR 2 6 WAL @ 24" O.C. NAILING SCHEDULE FOR OUTLOOKER AND NAILING SCHEDULE @ 24" O.C. TOP CHORD SHEATHING DETAIL FOR SHEATHING DETAIL BLOCKING FOR FIRST FOUR ROWS OF 45° ± 24 MAX. TOP CORD BLOCKING 45°± 2X4 CONT"L" BRACE TOP CORD BLOCKING TRUSSES @ SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2)1Od 3" FOR FIRST FOUR ROWS EDGES OF 2x4 CRO BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" 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 @ $'-0" 0/C. 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 SIMPSON H2.5A w/ (10) 8d SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROM LEDGER TO : ' 7/16" OSB SHEATHING & (2)1 Od TOE NAILS @ • BLOCKING ATTACHED W/ 10d EA. END NAILS 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1. 10dX3" @ 3" 0/G (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7 1/2"CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED N THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS 4�1 "T" INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORDT 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 1 Odx3" @ 4" O/C SPACED @ 48" O.C. INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L"BRACE HERE ROWS OF TRUSSES FRO BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREEDMOISTURE 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)1 Od 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/ (7j 1Od NAILS & (4) 1/4"X2 1/4" SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE SIMPSON H1OA w/ (18) BACKNAIL W/ (2)16d NAILS x L, USE SP8 FOR 2x8 WALL) 10d x 1 12 AT EA. SEE STRUCTURAL NOTES OUTLOOKER AND NAILING SCHEDULE 2x4 OUTLOOKER FOR SHEATHIN DETAIL F@ 24" O/C 2x4 OUTLOOKER @ 24" TOP CORD 4 MAX' O.C. (OPTIONAL - SEE BLOCKING FOR ELEVATIONS) FIRST FOUR ROWS DOUBLE TOP PLATE OF TRUSSES @ 2x4 CROSS BRACE APPROX. 8" 2"x4"CROSS BRACE ZA 24" MAX. EDGES OF FROM RIDGE FASTENED AT APPROX. 8" FROM SHEATHING TYP. EACH JOINT W/ (2)1Od & (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/ 1Od 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 jy 2x4 "T" ON TOP OF PANEL 1Odx3" @ 4" O/C BLOCKING, FASTEN WITH SIMPSON HGAI OKT w/ (4)1/4"x1 1/2" ) 1 Odx3" @ 4" O/C SDS SCREWS TO TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12)1Od 2x4 LEDGER (MATCH BOTTOM NAILS AT EACH STUD CHORD SLOPE OF ADJACENT DBL. TOP PLATE TRUSS) STUD WALL (SEE TYP. SEC.) SECTION L3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 REFER TO DETAIL J 1 Od x 1 12" AT EA. 2x4 OUTLOOKER N N OUTLOOKER 2 " ON SHEET S5 FOR _ SEE STRUCTURAL @ 4 O/C X-BRACING, AND TOP N "' NOTES AND NAILING TOP CORD CHORD BLOCKING N SCHEDULE FOR BLOCKING FOR INFORMATION co 00 °° SHEATHING DETAIL FIRST FOUR ROWS OF TRUSSES @ 1 12 2"x4" CROSS BRACE 24" MAX. EDGES OF WOOD TRUSSES APPROX. 8" FROM SHEATHING TYP. 2x4 RAT RUN BRACING RIDGE FASTENED AT "L" BRACE TO EXTEND EACH JOINT W/ (2) AT LEAST 90% OF WEB AT 24" O.C. ON TOP OF13 1 1 2 1 1 2 L, 10d & (2)10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 NAILS @ EA. END TRUSS SPANS `11.�11i� GABLE TRUSS ATTACHED W/ 2 -16d 2X4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" AT EA. TRUSS JOINT @ 48" O/C FOR THE (2)16d NAILS OSB SHEATHING ATTACHED (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF W/ 1Od NAILS @ 6" O.C. OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS FIRST (4) ROWS OF E ES AND 12" O.C. FIELD TRUSSES FROM 2X4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL O/C w/(2)16d END TYP. TOP & EA JACK TRUSS TOENAILS @ EA. END NOTES: BOTTOM ATTACHED SEE PLAN FOR 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS CONNECTION MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL 2x4 "T" ON TOP OF PANEL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 1Odx3" @ 4" O/C (2)12d TOENAILS EXT. WALL CONN. COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARING LOCATION B.U.C. SAME NUMBER OF ROWS SAME SPACING D ) SECTION g SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS ADDITIONAL INFORMATION. 2"x4" OUTLOOKER @ 24" O.C. W/ (2)1 Od PER JOINT IINIMUM 2x 'ROSS BRACING 3EE PLAN FOR OCATIONS) 10dx3' O/C TOENAIL 6" O/C W/ (2)16d TYPICAL (2)16d PER NAILS JOINT CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL 12 6.9 MAX. , SCALE: N.T.S. 2"x4"y RUNNE ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. 1 GABLE TRUSS ✓t� "L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 4 II d 11 m \ 11 11 °°d (In �- CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERE WOOD TRUSSES SCALE: N.T.S. SJ OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP `- MINIMUM (2)16d PER JOINT \- MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL M SCALE: N.T.S. Srj "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C %Arnnn roi reoee 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"X2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ z tl.t \-BRACING w/ (3) 10d x 3" AT EACH CONN. @ 24" O/C `-MOISTURE BARRIER -BOND BEAM 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/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE 1" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1Od NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB -� SINGLE "L" BRACING DETAIL/*' 6 SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J 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. CJ w ---- — — — — Lw 0 o 0 w Q ;T Q o c� ' v o d d w O O TUj X o T C'1 w ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-O" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) r-GABLE TRUSS `-STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:34'=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS /TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)1 Od 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 r 5 -N �J 0 "41111111 kit�`�! 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. VP 11W H 4 'ITE pCop co .9 N N Y'y1 �x''d e� C p p i'k ifi O ti N C u'i N LL LL ymmN s - u-a � o 01 mM W 0t-- m¢� W m ¢o 2 E T di =: ;, U0 JoLO NQcoz V 00 J 0 ° U ., z o000 W 0 z N O 00 z �z " d N z U - Vi Y w o � n O w r- o U C° r— LU m E 0 8 " l' .. _ 15'0 U o ¢ � o w co y .9 Z z J Lt- E zo w0 <e Q O z z ❑a @ _ K o a8 U2 0 U � o� O E Nao i az �z ) U o of Z - O J m QW 2. Cn 02 Z go Q OLLg a NW U . �� o w ;o c zQ a x U3 .0 N J ui Al m W C9 > C t° N ^ J O Q �1 C 0 C -p (� LL /11 00 f °— z r V! I T cfl �— ui rt- CD� M \ o M � N �; N z z E o a E U _j Q p °i JOB NO: 20-1130 SCALE : AS NOTED SHEET NO. S5 ■�Mnl IIrs lklmu,u 1 NNIIe INlNIr Ip II111NINM1�!•NNIIN cm a N N v v N 0 0 i N TJ" a C N 0 0 J t2 0 i i C 0 CV O i S.. E fA N E 0 0 c� 0 0 0 4 a 0 v 0. ti N N CV 0 a 0 n N 0 w 0 m 0 1x4 1/2" DRYWALL 1/2" DRYWALL DOOR JAMB REFER DOOR JAMB (REFER 1x4 ( 1x4 1/2" DRYWALL , UNACCEPTABLE INSTALLTION DOOR JAMB (REFER TO PRODUCT P.T. TO PRODUCT TO PRODUCT PROPER INSTALLATION MAX. 8 D0 NOT DO THIS 2"x JOT. PLATE W/ (2) 10d @ 6" o.c. APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. lx4 1 X 4 ` #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM 8d 4" 1x4 P.T. 3-1/4" LONG X 3/16"0 FURRING 3/16"0 X 3 LONG FURRING 2 ROWS 3/16" x 3-1/2" FURRING #5 REBAR (TYP) ` ' AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD PLATE W/ @ O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCONS TAPCON 16" O.C. & 4" STAGGERED @ 16° 2X8 ` BLOCK@ SPACING �� 1 DETAIL 1x8 P.T. FROM EACH END w/MIN. O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH 1X8 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL 1x8 w/ (2) ROWS 8d NALS 3 �� DETAI L STD. 90A STD. 90° HOOK (TYP.) ` �I @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. BOTHFILL �EILDLS HOOK (TYP.) BE NAILS 10d @ TRUSS VERT. FACE 3/16" x 3 -112" TAPCON @ 16" DOOR JAMB (REFER 1x4 P.T. TO PRODUCT44 J/ METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL NOTE: LAP SHEATHING TO DOOR JAMB (REFER EACH END W/ MIN 2" EDGE DIST. TO PRODUCT APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16IL JOIST TYPICAL TO PRODUCT x 3-1/2" TAPCON @ 16" APPROVAL FOR CONN. J (2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH 1x4 FURRING — TAPCON @ 16" O.C. & END w/MIN. 2"EDGE DIST. NOTC @ FIRST COURSE SIMPSON HGAMIOKTA @ 12" O.C. SI 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ ' ±2" (PSON1 1/2" SDS SCREWS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 ` INTO BAND JOIST & (4) 3!4" 2x DETAIL 2 114" DETAIL STAGGERED @ 12" O.C. 3-1 /4" DETAIL +5n NOTCH WEB AT THE FIRST 2 COURSES ` TITEN INTO K.O. BLOCK "'OVERSIZE DOOR -WINDOW ROUGH OPENINGS �cc BUILDOUT @SCALE: FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4"MIN. A_A = 1610 # FOR 2 STRAPS FILL 1St4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX SOLIDW/GROUT R Z-0" 8" 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" SIDS ° 1/2" DRYWALL * SCREWS & (5)114" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) 2 x 8 45' DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/BLKG. INSIDE TO ALLOW FOR INSULATION ° 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. CONTACT ENGINEER OF RECORD FOR FURTHER! STRUCTIONS.° SCRIBE (NOTCH) FACE OF ARCH W/ (3)10d NAILS OVERRAN 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. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHOR ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 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 1 112" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED W/ 3 #6 X 4WOOD ) () "/s" * DOUBLE 2x4 SCAB FOR Z-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 314" - NO REPAIR REGD. START OF ARC @ 16' O.C. MAX. OR IF MASONRY WALL NAILS @ 8" O.C. ARCH DETAIL 4' MAX. RAD. USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ k0� ERygN TO TRUSS TOP CHORD TO TRUSS MIN. 4" EMBEDMENT AT 16" O.C. `� �GTiy 11_011 51_011 SCALE: N.T.S. SS 12 _ + + PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24 O.C. + + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS e WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B_B ROOF SHEATHING ATTACHED + REQUIRED > EMBEDMENT INTO K.) /4„ MAX PER NAILING SCHEDULE ALL TRUSS TO SUPPORT ° • : e : ' P: ; #5 BAR BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH T-O" 8" (5)12d NAILS SIMPSON + SOFFIT + ► . o �'° : . n P 4 p 9 10 ° ` e ; CENTERED W/ BLKG. &BUCK 2X6 TO 2X4 H2.5A w/ (10) 2X4 SYP . ®s o • . ° IN TOP o 1 X 4 FURRING 8d NAILS EACH TRUSS _ o KNOCKOUT / e CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2 CONNECTOR PROVIDE 2 x 8 DIAG. BRACE B NAILS AT EA. ENDD PROVIDE (2) MIN. PROVIDE 2x CONT. W/ (3) MONO FOOTING SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SEE LINTEL AND SECTION DETAILS -I BRACE EXCEEDS 24° BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BYJ SCHED. LEAVE A CUT OUT IN O.S.B. ON TI MIN. OF START OF TRUSS COMPANY OR 2x4 ° 01 CLEAN FILL e 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT .e • DIRT 6 z TO BE INSTALLED or 000' BUILT UP PLWD. BUCK- PRECAST LINTEL e'. 1 °ffTANDARD o 10 4'-0" MAX SEE PLAN SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION > HOOK N #5 BAR IN I 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 SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") V BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL 4' MAX. RAD. WALL USE (2)1/4" X 31/2" TAPCONS AT 16" ° INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. ��'�`�', ���'� ' ���'Sk ANCHOR INTO ARCH BLKG. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS ARCH DETAIL K SECTION @ENTRY L SECTION @ROOF EXTENSION M REINF. PERLAN AND STEMWALL e-e 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 REINFORCING. PROVIDE LOWER DRILL 3/4"x5"MIN, HOLE SET BAR IN D ) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS HOOKED DOWEL 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT &NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR SIMPSON HTT4 w/ (18)1pd x 1 MUST BE PACKED WITH NON -SHRINK GROUT USUALLY ± 2" ( ) BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER "SQUEEZED" W.W.M. AT PERIMETER 1/2" NAILS TO STUDS & (1) - COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) (1) #5 BARS CONT. TOP WITH MIN. 3" OCCURS 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" z #5x6' EMBEDDED INTO EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 6.0 EPDXY MIN. 6" EMBEDMENT & SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER F.F. ¢ FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP 3" MIN. EDGE DISTANCE III NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° p v THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL , P' P v a A REINFORCING AS FOLLOWS: * SEALANT —��T�' y� LL ate. 1 PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. ':,, ,.: T': ' —7f fir— —M—I= III —�f I g J , * PRESS PANEL REINFORCING INTO PLACE. 6 MIN. LAP SPLICE W/ — r v ? #5x6 EMBEDDED INTO EXISTING FOOTING 2 #5x6' IN CONC. F F PANEL REINFORCING WITH PIER HALF 0 MORTAR BED AND TROWEL COVER G U L E AIII REINFORCING PANEL ° .: m cn N FILLED CELL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING DO NOT o — — _ DRILL 3/4"x5"MIN. HOLE - =.'A'';, ' ';'~:" GRADE D' " :. n�m- I SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6 MIN. LAP b °' �• : O G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE CN ° .p REMAIN FREE OF MORTAR. NOTE: `' z \ `. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. T o TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT e ° 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. Of COVER EA. WAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING, j SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAYBE 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. I r ti ��,•� •p htiJL r p s ; • n\ FL �;•' Q, 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 E g a r,OD / _ I Q N ca N 0 0 0 a U M C", C', S• ul 0 J W LL LL is LL N u- -uj a. a- r'. Q emu as iro ' Z m 13 o Y Oqg C A R i�Z .2 j W mo�CO 2, ag¢o }, z oF_N p "^ N Q c'7 z LZL Wo NSg� U 0 J 2 °d ❑O❑❑ W N O z z N � Q � N M Z � o Q) 4-J � s � 111 g V 0 r-{J F- ,0 N R 1�1 CROSS BRACING DETAIL (TYP.) SCALE: NTS TRUSS NOTES: CON1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 FRAMED RIDGE MAY B (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER MAY BE NAILED w/ MIN. BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST IT LANDSS NEXT TO 12d WHEN COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES PRE-ENG. TRUSS OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. Cg 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS rr/ L- I vu `w "- N' l 1 1 1\ V V V r r L-LJ 1 TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 wl (24) 10d x 1 1/2" NAILS EACH TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX &EACH END ALTERNATE , • CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. —� rrvvv wvv -- A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B —TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE: NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING PA MAX 24" SPAN (EITHER USSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: NTS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC.MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @INTERIOR BEARING SCALE: NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT OL VARIES ROOF SHEATHING ATTACHED PER 2X4 #2 SPF BRACING @ NAILING SCHEDULE 16" O.C. W/ (4) 12d COMMON TRUSSES. TOENAILS TO TOP SEE TRUSS PLAN PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION NAILS TO TRUSS PLATEOP INFORMATION. BOTTOM CHORD OILVARIES SEE PLAN FOR WALL LOCATION �— MIN. 2X4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO SEE PLAN FOR PLATE BELOW TOP OF WALL MIN. 2X4 #2 SYP P.T. PLATE W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE o 16" O.C. MAX. INFO. ° SECTION @ ENTRY 8 SCALE: NTS "N'_j SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( (2) 2x8 #2 SYP wr 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 a@ RAISED ENTRY MASONRY WALL 4 SCALE: NTS 3IMPSON HUC410 w/ (14) L.SEE PLAN 6d INTO HEADER & (6) FOR CANT. Od INTO BEAM - SEE 100F PLAN FOR MORE VFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON SC EDULE/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT ( A SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED CORNER SEE FOUNDATION ° PLAN FOR MORE INFO 5" XX COMMON BM. ATTACHMENT SCALE: NTS 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM —' L FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE: NTS SCALE: 3/4"=1'-0" SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. GABLE TRUSS 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM 8d NAILS AT 4" O.C. BM. SPLICE OVER CENTER OF POST SEE PLAN FOR VALLEY TRUSS INFO. �—• MASONRY WALL BELOW: SIMPSON a°. HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN za (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS a COMMON TRUSS ° SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE 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 DETAIL 4/D1 FOR BEAM SIZE EXTERIOR SHEATHING>21 ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ ENTRY FRONT WALL SCALE: NTS 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED W/ (3) 10d PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. SIMPSON LUS26 w/ (8) 10d NAILS OR IF 2 PLY TRUSS SIMPSON ZSEE LUS26-2 w/ (8)16d NAILS TO FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. 2X10 #2 SYP CONT. LEDGER w/ (3) VERIFY WITH PLAN FORLOCATION AND DIRECTION 112" X 4 1/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: NTS LOW ROOF/WALL SHEATHING ATTACHED PER NAILING SCHEDULE 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER— FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE: NTS DETAILS & SECTIONS " N •'•r= Rj -: d = U • //_z ���\ FLO V 0 ION` \ E S S \\ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. z4. E W ' 52 QO r m s-9 1 - (� 0 0 0 t3) cD J LL MNN a) LL �" ��� y CL W �22 L.L N Vi M 5 W fn R ai Z R oCp/ a W 2 E cP a Ti Z O' N"3 Q' 0 y 2 v Q "3Z U� N _j U m1 9 OWN W ❑ao❑ z N O z o o � M z o Q) f>3 •0 Cn Y LL, o o a — . cN w r- cl, E �N 2 o U °o w 2 E o $ �'.. = o c w Quo • �Q em ti c W Cl) z QE Q O zo Q N o E u a1 O0 Z® oar 0U o a� Wz 0 °z ww L Q O m 0 - n oYz �m H J a ro ¢w z t/f 'MIN 2 3 C. S� LL g° a �W Uj C-)a0 NLL �k C CDw¢ Z F �o mi CD v zl< a= ° 3 �N 0 = ` > d. J L. am m 2 ^' W co CU .> m C CD m r�_ It z +— r� T 2 co o rn ^ LO r � N CAM N o z M z E O ri ,— T ca C a E c0 d o D JOB NO: 20-1130 SCALE : AS NOTED SHEET NO. D1 FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE TEMPORARILY SECURE BARRIER WINDOW UNIT FLASHING REQUIREMENTS WEATHER DOOR ROUGH OPENING SLOPE RESISITIVE 0.3 in: 12.0 in BARRIER WOOD FRAME CONSTR. ���R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall include VVV TAPE EXTERIOR SELF -ADHERED FLASHING 3/4"-1" BEAD OF CONSTR, (O.6 Cm : 30.5 Cm) flashing as described in Section R703.4. A water -resistive barrier is described as a material behind an exterior wall covering that is intended to 3 SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN resist liquid water that has penetrated behind the exterior covering from further intruding into the exterior wall assembly. An exterior wall covering (ASSEMBLEOWINDOW) WALL BY IN. UP JAMB 6". USE LIQUID NAIL BRAND EXTERIOR is described as a material or assembly of materials applied on the exterior side of exterior walls for the purpose of providing a weather -resistive OR EQUAL WEATHER PROOF CAULKING z CEMT. FIN. barrier, insulation, or for aesthetics, including but not limited to, veneers, siding, exterior insulation and finish systems, architectural trim and WEATHER SELF -ADHERED FLASHING BUILDING PAPER embellishments such as cornices, soffits, and fascias. 2 RESISITIVE BARRIER SEAL TOPS OF JOISTS 1e 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 other SELF -ADHERED FLASHING (SEE DETAIL WP07) approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches HEAD FLASHING TIE-IN INSTRuxl 1. Cut, fold up &temporarily securere weather resistive RIM JOIST (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a barrier above header to allow for flashing manner to meet the requirements of the exterior wall envelope as described in Section R703.1. THESE DETAILS ARE GENERIC AND installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under AND WATERPROOFING METHODS TO weather resistive barrier 1 1 R703.7.3 Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a 3. Fold weather resistive barrier back over head water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be BE USED. flashing and seal with tape 2 2V O installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING Scale: NTS SELF -ADHERED FLASHING SELF -ADHERED FLASHING Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than FLANGED WINDOW ' EXTERIOR DOOR WITH DECK - SECTION A 1 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 1 that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER drainage space. EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT EXTERIOR SHEATHING 3/4"-V BEAD OF CONSTR. NEEDED IN CORNERS ADHESIVE INSTALL SELF -ADHERED ASPHALT ADHESIVE g pp g pp g p �, cavity -� ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THROUGH SELF -ADHERED R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) REFER TO TECHNICAL SCORED 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the LETTERCOMPATIBILITY OHEMICAL �' RELEASE PAPER type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface SELF -ADHERED FLASHING _ (BEFORE FOLDING, SCORE of the exterior wall finish. Approved corrosion resistant flashings shall be installed at the following locations: o SELF -ADHERED FLASHING, `�0 RELEASE PAPER TO EXPOSE EXTENDAMINIMUM6' ADHESIVE SHOWN) 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish o BOTTOM OF FROM or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall THRESHOLD comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 2 3 1 O �J a SECTION -A (SEE DETAIL WP02) 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 SELF -ADHERED FLASHING are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 2 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent -< </ drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 2 .nj4 SELF -ADHERED FLASHING =' 5 1.2. In accordance with the flashing design or method of a registered design professional. NAILING FLANGE 1 ` 1.3. In accordance with other approved methods. 0 4 t 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. G DO NOT FLASH OVER 2 SEAL TOPS OF JOISTS 1 V 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco BOTTOM UNDER DECKING NGE NAILING 8 (SEE DETAIL W 07) 2 7 copings. 3. Under and at the ends of masonry, wood or metal copings and sills. SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING 4. Continuously above all projecting wood trim. HALF ROUND WINDOW ' EXTERIOR DOOR WITH DECK 1 INSIDE CORNER • 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. Ground (�-- 7. At built-in gutters. I- SHEATHING ILA[-J�IILL .1 SELF -ADHERED FLASHING DECK JOIST SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 AND FBCR 703.7.3 Detail Instructions Refer to the number marked as 0 in each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary 1 _Q..11YV 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN G E AM SELF-ADHEF Q) 1'4' PER PLAN 1'-0" PER PLAN SHOWER SEAT n r FAI SELF -ADHERED FLASHING OUTSIDE CORNER w Cn m Q Z v SELF -ADHERED FLASHING PATCH IHERED FLASHING Z Z Lu LU PLASTER STOP W CONTINUOUS BACKER LD 0 ROD & SEALANT W w _ IX Q IX w �° A U) a FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS NATU DO Ni DRIP ACCE SOFFIT/CANTILEVER Water Resistant Barrier Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) O DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS C�.1TS5 FRAMING SHEATHING ANE WRB WRB Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing _Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked ail butt joints need to becaulked using Stampede or sim. caulk for all 0 O 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 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. :g m � ,ar Y` Ag u. W fD 20 CD ._ !�t�5� Q p�. �" vE aD O O C V 0 0 0 O7 m N N C ma0) N tD r # N_ c0 J J inN LL LL 7 ;! O M 'Np J J W W LL J o n. ''`1 Q 1, 2 N pLL 25 ���, a' a d W= 00 Y 0�Q� O Z OM W m o P_ fO _0J d o W 1' Z f MmT°' V N O 04 J00.2 0Y 0 N 2 U =J Z ¢ U ❑❑❑❑ �„=r � � S11" W M z N a 0 0 CD z � z J M d N M z - --J V) Y w o .Owl �.. N E �V) a � � 3 _ r- T E 0 8 ai c3 ) Q In Y m o rfl J w co o3 Z Za J U_ y 5 w� YZN Z® Q o w� oa CU tp m �o o �U o N o 6 XZ Ww „4r% U c Y O � 0 J ym �� Z� QW '0 aw ZZ 2� 0¢ Z ao O w w� =� w� O co ( Yaa °� Wza �N 0 = > d' J L � c� .! (0 n/ (D C:C� LL co N O L 0 "0 (0 F�'.�/ /I1 m C .� Z r 'r O 0LO No O ui m w N M V­ ri N o Z Z E O r @ n. E 0 0 J � w JOB NO: 20-1130 SCALE : AS NOTED SHEET NO. W P Mounting Brae , s�IQ G. +1(2v x.+1iV x 2114' Florida Department of Business & Professional Regulation Pagel of Building Codes and Standards 3/282018 Product Approval Application Detail Code Entity or Date Date Date Pendina Date lip-, Version Manufacturer contact Engineer & License Validated By Validated Submitted FBC Approval Approve Status Revision 2017 Gulf Coast Supply & Manufacturing, LLC. Eng David Daniel S. Kuhn Locke Bowden P.E. 10/122017 10/102017 10/172017 12/12/2017 Approved Category: Roofing (352) 498-0778 PE-75519 (334) 300-1800 Subcategory: Metal Roofing info@gulfcoastsupply.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer - �Lil'1165j'�-#{3 Frodetds .Quality Assurance Approved for Use -Approved for Use Impact Deslan sea # Product Model. Number or Name Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure 1 0.032&quota Aluminum 5V Crimp Min 0.032&qud; 5 V Crimp Aluminum Roof Panel 04/122 No Yes N/A + /A/024 N over 15132&quot; Plywood -108.5PSF 2 0.032&quot; Aluminum Gulf Lok Min 0.032&qud; Aluminum Gulf Lok 16&quot; Wide 04/122024 No Yes N/A +NIAI Roof Panel over i5/32&qud; Plywood -116.0PSF 3 1&quot; 24ge. Gulf Snap 1&quoF Gulf Snap 24 Ga. 17&qud; wide Roof Panel 04/122024 Yes Yes N/A +N/A/--131.OPS over 15/32&quok Plywood 4 1&quot; 24ga. VersaLoc %quot; VersaLoc 24ga 16.5&qud; Wide Roof Panel 04/122024 Yes Yes N/A +N/A/ over 15/32&quot; Plywood -138.5PSF 5 1&quota VersaLoc .032&qud; Aluminum 1&quot; VersaLoc min .032&quot; Aluminum aver 04/122024 Yes Yes N/A +N/A/ 15/32&quot; Plywood -101.OPSF 6 1,5&quot 24ga. Gulf Snap 1.5&quot; Gulf Snap 24ga. 16&quot; Wide Roof 04/122024 Yes Yes N/A +N/A/ Panel over 15/32&quot; Plywood -116.0PSF 7 1.5&quot; 24ga. VersaLoc 1.5&quota VersaLoc min 24ga. 16&qud; wide Roof 04/122024 Yes Yes N/A +N/A/ Panel over 15/32&quot; Plywood -123.5PSF 8 2&quot; 24ga. MegaLoc Min 24 Ga. 2&quot; Megeloc 18&qud; wide Roof 04/122024 No Yes NIA +N/AI Panel over 15/32&qud; Plywood -108.5PSF 9 24 Ga. Gulf Lok Min 24 Ga. Gulf Lok 16&quot; Wide over 15132&quot; 04/122024 No Yes N/A +N/A/-96.7PSF Plywood 10 24 Ga. Gulf Seam Min 24 Ga. Gulf Seam 16&qud; Wide Roof Panel 04/12/2024 No Yes N/A +N/A/-93.5PSF over lx4 Wood Purlins over 15/32&qud; Plywood 11 24 Ga. Gulf Seam Min 24 Ga, Gulf Seam, 1 3/4&qud; Snap Lock, 04/122024 No Yes N/A +N/Al f8&qud; Wide Roof Panel over 15132&quot; Plywood -108.5PSF 12 26 Ga. 5V Comp Min 26 Ga. 5V Crimp Roof Panel over 15/32&qud; 04/122024 Yes Yes N/A +N/A/ Plywood -156.5PSF 13 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp over 15/32&quot; Plywood 04/122024 No Yes N/A +N/A/-131.PSF 14 26 Ga. 5V CrimpMin 26 Ga. 5V Crimp R Panel over lx4 Wood P Roof n od 0 / 024 4122 No Yes N/A +N/A/ Purlins over 15/32&quot; Plywood -156.5PSF 15 26 Ga. Gulf Lok Min 26 Ga. Gulf Lok 16&quota Wide Roof Panel over 04/122024 Yes Yes N/A -NIA/ 15/32&quok Plywood -161.OPSF 16 26 Ga. Gulf Lok Min 26 Ga. Gulf Lok 16&quot; Wide Roof Panel over 04/122024 No Yes N/A +N/A/-63.5PSF 15132&quot; Plywood 17 26 Ga. GulfPBR Min 26 Ga. Gulf PBR Roof Panel over 15/32&qud; 04/122024 No Yes N/A +N/A/ Plywood -154.7PSF Florida Department of Business & Professional Regulation Page 2 of2 Building Codes and Standards 3281201a Product Approval Application Detail Quality Assurance Approved for Use Approved for Use Impact Deslan Sea # Product Modal. Number or Name Product Description Contract ExDiraHon Date in HVHZ Outside HVH Resistant Pressure 18 26 Ga. GulfPBR Min 26 Ga. GuItPBR Roof Panel over 1 x4 Wood 04/122024 Yes Yes N/A +N/A/ Puriins over 15/32&quot; Plywood -151.7PSF 19 26 Ga. GulfPBR Min 26 Ga. GulfPBR over 15/32&quot; Plywood 04/122024 Yes Yes N/A +N/A/ -154.7PSF 20 26 Ga. GulfPBR Min 26 Ga. GulfPBR aver lx4 Wood Purlins over 04/122024 No Yes N/A +N/A/ 15132&quot; Plywood -1517PSF 21 26 Ga. GulfRib Min 26 Ga. GulfRib over 10 Wood Purlins over 04/122024 No Yes N/A +N/A/ 15/d2&quot; Plywood -164.2PSF 22 26 Ga. GulfRib Min 26 Ga. GulfRib overl5/32&qud; Plywood 04/122024 No Yes N/A +N/A/ -159.2PSF 23 26 Ga. GuliRib Min 26 Ga. GulfRib over 15/32&qud; Plywood 04/122024 Yes Yes N/A +N/A/ -159.2PSF - 24 26 Ga. GulfRlb Min 26 Ga. GulfRib over 1x4 Wood Purlins aver 04/122024 Yes Yes N/A +NIAI 15132&quot; Plywood -164.2PSF 25 29 Ga. GulfRib Min 29 Ga. GulfRlb over 1x4 Wood Purlins over 04/122024 No Yes N/A +N/A/ 15132&quot; Plywood -123.5PSF 26 29 Ga. GulfRib Nlin 29 Ga. GulfRib over 15/32&qud; Plywood 04/122024 No Yes N/A +N/A/ -146.OPSF 27 29 Ga. GulfRib Min 29 Ga. GulfRib over 1x4 Wood Purlins over 04/122024 No Yes N/A +N/A/ 7/16&qud; O.S.B. -101.OPSF 28 29 Ga. GulfRib Min 29 Ga. GultRib over 7/16&quot; O.S.B. 04/122024 No Yes N/A +N/A/ -116.OPSF Search Criteria Code Version: 2017 FL #: 11651 Application Type: ALL Product Manufacturer: ALL Category: ALL Subcategory; ALL Application Status: ALL Compliance Method: ALL Quality Assurance Entity Contract Expired: ALL Product Model, Number or Name: ALL Product Description: ALL Approved for use In HVHZ: ALL Approved for use outside HVHZ: ALL Impact Resistant: ALL Design Pressure: ALL Date From: ALL Date To: ALL S. _ A3 HD210 2 FL17244 1 FL17232.3 _-- 7� u E R 345 S 5 ESR-3445 _ 'c 12/31/202_0 12131I2020 A23 HU210-2 FL10446.2 FL10856.4 ESR-2606 ESR-2549 12/31/2020 12/31/2020 HD212-2 FL17232.3 ESR-3445 12/31/2020 HU212-2 FL10856.4 ESR-2549 12/31/2020 HD216 FL17232.3 ESR-3445 12/31/2020 HU216 FL10856.5 ESR-2549 12/31/2020 HD216-3 FL17232.3 ESR-3445 12/31/2020 HU216-3 FL10856.1 ESR-2549 12/31/2020 HD26 FL17232.2 ESR-3445 12/31/2020 HU26 FL10856.3 ESR-2549 12/3112020 HD28 2 FL17232.3 ESR-3445 12/31/2020 HU28-2 FL10856.4 ESR-2549 12/31/2020 HD410 - 5 ESR 344 12/31/2_020 HU410 FL10856.9 ESR-2549 12/31/2020 HD412 HD610 ......FL17232:4 ---- FL17232.4 FL17232.4 --�---- _ __ ESR 3445 ESR 3445 12f3112020 12/3112020 HU412 HU610 FL10856.9 FL10856.10 ESR-2549 ESR-2549 12/31/2020 12/31/2020 _ HD0410 -FL17241.7 _ T ESR-3444 _ 12/31/2020 HUCQ410 FL11468.11 SIM200804 12/31/2020 HGA10 FL17699.1 Evaluation Report 12/31/2020 HGAIOKT FL11470.4 SIM200803 12/31/2020 HGAM10 FL17699.1 Evaluation Report 12/31/2020 HGAM10KT FL11470A SIM200803 12/3l/2020 HHCP2 FL17236.7 ESR-3448 12/31/2020 HCP2 FL10447.2 ESR-2551 12/31/2020 HTA16 FL17680.4 Evaluation Report 12/31/2020 HETA16 FL11473.5 SIM200802 12/31/2020 HTA20-18 FL17680.4 Evaluation Report 12/31/2020 HETA20 FL11473.5 SIM200802 12/31/2020 HTT16 ........ HTT45 HTW16 _ HTW20 FL17324.2 FL17324.2 FL17244.8 FL17244.8 Evaluation Report Evaluation Report - - ESR-3456 _._......... _ - ESR-3455 12/31/2020 12/31/2020 12/31/2020 12/3112020 HTT16 HTT22 HTS16 HTS20 FL11496.1 FL11496.1 FL1045&22 FL10456.23 ES-0130 ES-0130 ESR-2613 ESR-2613 12/31/2. ..-._... 12/31/2020 12/31/2020 12/31/2020 HTW24 FL17244.8 ESR-3455 12/31/2020 HTS24 FL10456.24 ESR-2613 12/31/2020 HTW30 FL17244.8 ESR-3455 12/31/2020 HTS30 FL10456.26 ESR-2613 12/31/2020 HTWM16 FL6223.2 Evaluation Report 12/3112020 HTSM16 FL11473.11 SIM200802 12/31/2020 HTWM20 FL6223.2 Evaluation Report 12/3112020 HTSM20 FL11473.11 SIM200802 12/31/2020 HUGT2 FL6223.3 Evaluation Report 12/31/2020 HGT2 FL10456.18 ESR-2613 12/31/2020 HUGT3 FL6223.3 Evaluation Report 12/31/2020 HGT3 FL10456.19 ESR-2613 12/31/2020 HUS2102 HUS212-2 HUS26 FL17232.6 - FL17232.6 _.__.._. _.... _._._.... FL17232.6 ESR-3445 ESR-3445 _-_._.............._._......__...............__......_............_........__.............--.-..............._._.._..._..---_._._.. ESR-3445 12/31/2020 12/31/2020 12/31/2020 HUS210-2 HUS212-2 HUS26 FL10856-R4 FL10856.11 FL10856.11 ESR-2549 ESR-2549 ESR-2549 12/31/2020 12/3112020 _...............__._......_. 12/31/2020 HUS28 FL17232.6 ESR-3445 12/31/2020 HUS28 FL10856.11 ESR-2549 12/3l/2020 HUS28-2 FL17232.6 ESR-3445 12/31/2020 HUS28-2 FL10856.11 ESR-2549 12/31/2020 JL24 FL17232.7 ESR-3445 12/3112020 LU24 FL10655.103 ESR-2549 12/31/2020 JL26 FL17232.7 ESR-3445 12/31/2020 LU26 FL10655.104 ESR-2549 12/31/2020 JUS210-2 FL17232.11 ESR-3445 12/31/2020 WS210-2 FL10655.107 ESR-2549 12/31/2020 JUS24 FL17232.10 ESR-3445 12/31/2020 WS24 FL10655.109 ESR-2549 12/3l/2020 JUS26 - JUS26 2 FL17232.11 723 -_. - - -,.--_ FL1 2.11 ESR-3445 _ .,._____. ESR-3445: - 12/31/2020 12/31/2020 WS26 WS26 2 FL10655.111 FL10655.112 ESR-2549 ESR-2549 12/31/2020 12/3l/2020 _ _ JUS28 _ _ _ FL17232.11- _ _ _ _ _ ESR-3445 12/3112020 WS28 FL10655.113 ESR-2549 12/31/2020 JUS46 FL17232.11 ESR-3445 12/31/2020 WS46 FL10655.118 ESR-2549 12/31/2020 KLEG3 FL17241.15 ESR-3444 12/3112020 LEG3 FL10667.71 ESR-2615 12/31/2020 KST260 FL17244.15 ESR-3455 12/31/2020 MST60 FL10862.7 ESR-2105 12/31/2020 LSTA12 FL17244.18 ESR-3455 12/31/2020 LSTA12 FL10852.4 ESR-2105 12/31/2020 LSTA15 FL17244.18 ESR-3455 12/31/2020 LSTA15 FL10852.4 ESR-2105 12/31/2020 LSTA18 FL17244.18 ESR-3455 12/31/2020 LSTA18 FL10852.4 ESR-2105 12/31/2020 LSTA24 _......._....__........................._.............__................................_................._......... LSTA30 FL17244.18 ---- ..........._....._._................._.._......_...._..._..................._........_....._...................._......_......_._......_.._._....._........................_..--- FL17244.18 ESR-3455 .........................._....._.__............... ESR-3455 12/31/2020 12/31/2020 LSTA24 LSTA30 FL10852.4 FL10852.4 ESR-2105 ESR-2105 12/31/2020 ....... ................-................... ........ 12/31/2020 _ LSTA36 FL17244.18 ESR-3455 12/31/2020 LSTA36 FL10852.5 ESR-2105 12/31/2020 _____._....._LTS19 --- - - _FL17219.2 _.. _....._ ER-0200 ---- --_- 12/31/2020 LTT19 FL11496.3 ER-130 12/31/2020 LTS20B FL17219.2 ER-0200 12/31/2020 LTT20B FL11496.3 ER 130 12/31/2020 LTT131 FL17219.2 ER-0200 12/31/2020 LTT131 FL11496.3 ER-130 1213l/2020 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 12/3l/2020 ._. MP34 054F _.... MP5 -_- FL17244.23 - - - FL17244 24 __.__.-_FL17244.22 ESR-3455 ESR-3455 - . . -- _f ESR-3455 _ 12/31/2020 12/31/2020 12/31/2020 A34 LTP4 LS50 FL10446.3 FL10446A9 FL10446.16 ESR-2606 ESR-2606 ESR-2606 12/31/2020 12/31/2020 ..... ... 12/31/2020 MPH3516 -- 171-17240.3 - - _ ESR-3447 12/31/2020 WM1416 FL10667.86 ESR-2615 12/31/2020 MSTA12 FL17244.18 ESR-3455 12/31/2020 MSTA12 FL10852.8 ESR-2105 12/31/2020 MSTA15 171-17244.18 ESR-3455 12/31/2020 MSTA15 FL10852.8 ESR-2105 12/31/2020 MSTA18 FL17244.18 ESR-3455 12/31/2020 MSTA18 FL10852.9 ESR-2105 12/31/2020 MSTA24 FL17244.18 ESR-3455 12/31f2020 MSTA24 FL10852.9 ESR-2105 12/31/2020 MSTA36 FL17244.18 ESR-3455 12/3112020 MSTA36 FL10852.9 ESR-2105 12/31/2020 MSTC40 - MSTC52 _............................. ---- .... MTW12 FL17244.26 FL17244.26 - ---........._....._....._....__..:_.._.... _._............... FL17244.8 E_SR-3455 ..... .. ....... -- ----ESR-3455 ................ ..._.....__............... - -_..-..__....._...__...._......__.-...... -......._.................................._..._......-.........._.... ES_R-3455 12/31/2020 _ ...,..... 12/31/2020 12/31/2020 MSTC40 MSTC52 MTS12 FL10852.11 FL10852.11 FL10456.33 ESR-2105 ESR-2105 ESR-2613 12/31/2020 - ...... 12/31/2020 ....... ......... ....................... __..... ...... 12/31/2020 - - _ MTW16 _.--- ---FL17244.8 --- -_ ESR-3455 _-..-._-_..__._.... .. ... _ 12/31/2020 MTS16 FL10456.34 ESR-2613 ...._...._....._----._...._._ 12/31/2020 MTW18 FL17244.8 ESR-3455 12/31/2020 MTS18 FL10456.35 ESR-2613 12131/2020 MTW20 FL17244.8 ESR-3455 12/31/2020 MTS20 FL10456.36 ESR-2613 12l31/2020 MUGT15 FL17240.5 ESR-3447 12/31/2020 MGT FL11470.9 SIM200803 12/31/2020 NFM35X12 FL578.2 Evaluation Report 12/31/2020 MBHA3.56/11.25 FL13904.6 ESR-2616 12/31/2020 NFM35X16U FL578.3 Evaluation Report 12/31/2020 MBHA3.56/16 FL13904.6 ESR-2616 12/31/2020 . PAU44 PAU66 __._...-_. _-_PHD2A - FL17239.13 FL17239,13 - --- ' FL17219 3 ESR-3449 ......._ _ ... _ _ESR-3449 ER-0200 12/31/`2020 ..... .. 12/31/2020 12131/2020 HDU2-SDS2.5 GLTV3.516 FGTR FL10441.4 FL10667.8 FL11473.2 ESR-2330 ESR-2615 SIM200802 12/31/2020 _.._......- 12/31/2020 12131/2020' --- PHXU3516 ----�- FL17241.20 -- - -- ESR-3444- -- - - 12/31/2020 CS16 FL10852A ESR-2105 12/31/2020 RFUS FL6223.5 Evaluation Report 12/31/2020 H1 FL10456.5 ESR-2613 12/31/2020 RS150 FL17244.27 ESR-3455 12/31/2020 H10 FL10456.6 ESR-2613 12/31/2020 RT15 FL17236.3 ESR-3448 12/31/2020 H10-2 FL10456.7 ESR-2613 12/31/2020 RT16-2 FL17236.2 ESR-3448 12/31/2020 H10A FL10456.6 ESR-2613 12/31/2020 RT16A FL17236.2 ESR-3448 12/31/2020 H3 FL10456.13 ESR-2613 12/31/2020 RT3A FL17236.3 ESR-3448 12/31/2020 H4 FL10456.14 ESR-2613 12/31/2020 RT4 .............. ._._..._.........._._..---_......................................................._......................._..............._......_......................___.._.._.. RT5 FL17236.3 ESR-3448 __-.....__..._......._..................._......................_........__._......._._.._._._...._._._......__.........__......__-..........._..._.................._...._..._....__..... "E-3448 12/31/2020 12/31/2020 H5 H2.5 FL10456.15 FL10456.11 ESR-2613 ESR-2613 12/31/2020 ........._.._........................._...._..._. 12/31/2020 _._.._.._.._..__._--.- __ _._-Rn _._............___ _ _FL17236.3 FL17236.3 - _ .. _ --- ESR-3448 - -- - __ _ ..__ _ ........__.. 12/31/2020 H2.5A FL10456.12 ESR-2613 12/31/2020 RT7A FL17236.3 ESR-3448 12/31/2020 H8 FL11470.3 SIM200803 12/31/2020 RT8A FL17236.3 ESR-3448 1213112020 SP1 FL10456.41 ESR-2613 12/31/2020 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 12/31/2020 SP6 FL10456.44 ESR-2613 12/31/2020 SPT6 FL17244.32 ESR-3455 12/31/2020 SP8 FL10456.45 ESR-2613 12/31/2020 _...._...SPT8 SPTH4 FL17244 32 FL17244.32 ESR 3455 _ ESR-3455 12/31/2020 -.....__ - _....... 12/31/2020 SPH4 SPH6 FL10456.46 FL10456.47 ESR-2613 ESR-2613 12/31/2020 _ 12/31/2020 SPTH6 FL17244.32 ESR-3455 12/31/2020 SPH8 FL10456.48 ESR-2613 12/31/2020 �SPTH8 _ FL17244.32 _ ESR-3455 12/31/2020 U24 FL10655.141 ESR-2549 12/31/2020 SUH24 FL17232.13 ESR-3445 12/31/2020 HHUS28 2 FL10655.3 ESR-2549 12/31/2020 THD28 FL17232.16 ESR-3445 12/31/2020 HHUS410 FL10655.4 ESR-2549 12/31/2626 THD28-2 FL17232.16 ESR-3445 12/3112020 HGUS5.25/12 FL11468.11 SIM200804 12/31/2020 THD410 FL17232.16 ESR-3445 12/31/2020 HGUS414 FL11468.10 SIM200804 12/31/2020 THD412 FL17232.16 ESR 3445 12/31/2020 HDQ8-SDS3 FL10441.1 ESR-2330 12/31/2020 ... . THD612 THDH414 ' -- FL17232.16 _._._._. FL17232.17 ESR_3445 _ ESR 3445 _ 12/31/2020 12/31/2020 MSTAM24 MSTAM36 FL11473.19 FL11473.19 SIM200802 SIM200802 12/31/2020 12/31/2020 _.... -- ..__.........-..... UGTS3F .... .---- - ._..._..._...__._._.._..._... -- FL2033.1 ---- - --..__....-.._..._.-......_................_......_......._.... - .._...._... Evaluation_ Report _........ _ 12/31/2020 MSTCM40 FL11473.19 SIM200802 _....._._..... I ..... _.... ---...._ 12/3112020 - UPHD8 _ - - FL17219.5 _ �- ER-0200 12/31/2020 HHETA20 FL11473.9 SIM200802 12/31/2020 - - LGT3-SDS2.5 FL11470.7 SIM200803 12/31/2020 - LGUM26-2 FL11473.12 SIM200802 12(31/2020 PRODUCT APPROVAL SPECIFICATION SHEE T oQQ 1lV As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Cate o /s ubcategory Manufacturer Product Description Approval Numbers Test Pressures Exp. Date 1. EXTERIOR DOORS A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf 12/31/2021 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FI20461.6 +67.0/-67.0 psf 12/3l/2021 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.9 +67.0/-67.0 psf 12/31/2021 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.14 +67.0/-67.0 psf 12/31/2021 ThermaTru Classic -Craft and Benchmark FL15225.1 +67.0/-67.0 psf 12/31/2021 ThermaTru Smooth -Star and Benchmark FI-15225.5 +67.0/-67.0 psf 12/31/2021 ThermaTru FiberClassic, Smoothstar, ClassicCraft, Rustic FL7640.1 +67.0/-67.0 psf 12/31/2021 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf 12/31/2020 PGT Series 5570 FL251.10 4/14/2021 C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psf 5/21/2028 Clopay Building Products Residential WindCode 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 WindCode Doors W6 (16X7) FL15279.102 +37.0/41.0 psf 5/21/2028 D- METAL LOUVERED DRS Curves Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12131/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.0/-55.0 psf 10/8/2023 PGT Series 5500 FL239.7 7/30 /2020 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.0/-50.0 psf 2/16/2024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.0/-40.0 psf 4/3/2023 PGT Series 5520 FL243.9 4/30/2020 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2020 PGT Series 5500 FL261.1 N/A 5/26/2021 E. OTHER 3. PANEL WALL James Hardie Building Prod. Cempiank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 A. SIDING N/A 12/3112020 B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.01-70.0 psf 12/31/2020 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2022 B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328.6 N/A 10/18/2021 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 N/A 12/31/2020 Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A 7/10/2021 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/31/2020 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12131/2020 F. METAL ROOF Gulf Coast Supply& Manufacturing, LL 0.032" Aluminum Gulfl-ok 16" wide roof panel FL11651.2 R3 N/A 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 S. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart 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 FI2197.1 - FL2197.5 N/A 1/1/2023 C. ENGINEERED LUMBER Weyerhaeuser y Rim Board LVL PSL LSL FL6527.1 - FL6527.5 N/A / 3 31/2021 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A 5/21/2022 Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A 5/25/2024 I I The products listed below did not demonstrate. product approval at an review. I understand that at the time of inspection of these products, t p p pp pi pe p s, he following information must be available to the inspector on the jobsite-, 1) copy of the product approval, 2) N N fn -O > O U N L � O O .� CU 0 - Cn 0 00 0 ClCl= CU O O - L- 4- O CU > .� E O O 0- C- CU -0 402 . i � C/) 0- Q E Z SHEET NO. PA 1.0 -t-0 N Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pg. I cf a 12tlZ2013 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pegg 3of e 1211212o18 Florida Depaof Business & Professional Regulation rtment Building Codes and Standards Product Approval Appllcatlon Detail a Pea. + 1 PJrm1e Florida Department of Business & Profeaaional Regulation Building Codes aid Standards Product Approval Application Detail Page 1 m I I s2n1a _ CO > U O L W �C, t O O A /�r� ILII- � ♦>,J • �,/� }r �e� � = Ca \4,J -0 U O O L O C1 C: O O art V 0 _#_j &'l'� ' ^ V v_, '� O �1♦ /Vtl� W L }e O cu �� • �•-. ` ,^ U) /I\ W /� CIO O ^ a.t. G` 2g1i4 EDuft-, Imo&ta . 2Data Pendino 2& anufaekurer End Validated By FBC Aovmvel aB.4 version ttt &sasasi Yatd9fad Submitted Avvroved ,$.$t14 Revision 2017 Therrna-Tru Corporation Rick Wright Lyndon F. Schmidt. P.E. Ryan J. King, P.E. 10/15/2017 07M V2017 10/182017 12/122017 Approved Category: Edt+dor Doors (419)298-1740 PE-43409 (813) 767.6555 Subcategory::SWriging Exterior Door Assemblies rickw@mbldgconsukans. Compliance Method. Evaluation Report from a cam Florida Registered Architect or a Ucensed Florlm Professional Engineer F 120481.R2 Products Quality Assurance Avoroved far Use Ali ,dfor Use tg)gggt Deal seas Product Mod at. Number or Name Product Dese r1mon Contract Expiration Date ID.HVHZ outside FNHZ Raslatant Pressure 1 a. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&#39;B &quotNon-Impeot&qua; Opaque 12/312020 No Yes No WA Composite Edge Fiberglass Sm9le Door (Inswing1111 log: X configuration) rigde Entity or I�l2 2®de Date Pendlno gatg 7Y9! ylml9n Manufacturer 4.yniest Enpineer &Liesnaa Validated By ygggatmq ayy¢p1f(trj( FBC Approval aoproyee tSagle Bayamon 2017 Therms-Tro CdrporeUon Rick Wdgn Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 12/932017 12/132017 12212017 02l132019 Approvatl Category: u Corporation Odom m4k Wright 0 Lyndon 9 Ryan J. King, 5 Subcategory: Sainging Fxterlo Door Assemblies rickwilYwbldgconsukahls. Compliance Method; Evaluationory: on Report from a Co. Florida Registered Architect or a Licensed Florida ProPossnonal Engineer FL#o46!-R3Prdduets ' _ _ _ -, ;' r , Duallty A, -,no, Anpro-cifor Use Approved forUse Impact Dealon ses Product Model. Number or Name Product Desenotion Contract Expiration Data in HVHZ Outside HVHZ Resistant P ads 1 a. Therma-Tru Fiber -Classic and Smash -Ste Nominal 6039;e &quotNorrlmpad&qua; Opaque 12/3112021 No Yes No NIA ComposiaEdge Fiberglass Single Dow 0rswmg/Outswlmg X carmgure8on) 1 S� E RO Dal ! Its � Vi1e Revision 2017 Therma-Tru Corporation Rick Wright National Aaceedaatbn& Ryan J. IOng, P.E. 121Tg2017 002112017 12/2212017 Approved CategEbador Doom (419) 29&1740 Management Instincts (813) 767-6555 SubCabagory: Swinging Etlerbr DowAeaemblies ddkwilitrlWMgoonsuiterda. Complhnce Motlied: Certification Mad or Listing gnarl „des QL12M Approved far UN Approved „for Use typed Deakin A222 Praluet MedM-Nrararrw NarroProduct DeserhOw Contrast Exokadm Dal tgfHVIIZ outside NvHZ ) 1 a. lquohCew1oC aftl Y and &qucti endimark by SM and BN Opaque and Glazed FlbergWs Door With 12131=1 No Yea No WA TMmea-Tnrtpuo; and withal SMerbs. I '1g and Outlawing PLe1a 226.RA S90 EmNr a 10 I0 ! � � � 'B�� Fail Approyd Approved MIS* Review 2017 Themle-Tru Corporation Rick Wright NWonal Accreditation & Ryan J. King, PE 1=4 017 0=112017 12/2712017 Approved C*Wgwy: Fstedor Doom (419) 2WI740 Management InaQate (813) 7137-UN SuOlSdagai is Svegklp Exterior OoorAeaembtlea fldoN®rwlddgcw+adara. Compliance, Method: CamButlml Mark or Letlng com PLEIS2254t4PndLUL Gamble, Assurancefor (�( Approved for Use kill= Design tom# In,tjVNIZ owIaJc1aInw Realadead, pramure 8 e. 11quok5moofh4aMcluot; and &quot;Benehaark by 8)S and 810 Opaque end Glawd FlberpWa Door with Iw3I=I No Yea No WA Terms-TruBqud; end WNW Sddbes. Yawkig ant Ouawlag . Therme•Tris Fiber -Classic a Smooth -Star Nominal ;0&qua onlmpect&q w; Opaque 2/31 020 No Yes No WA Composite Edg. Fibagtsss Single Door onmin tsvi ,Xcollfl urMlon 6 f. Thermo-Tru Fiber -Classic and SmoalrStar Nominal WAS;0 &quolllorrlmpa Mpol; Opaque 121312021 No Y04 No NA Composite Edge Fiberglass Single Do" (Inswln swtng'X configuration) 9 LTherme-Tru Fbsr-Classic and SmodtrSter Nominal6BO13;88quallon-Impsct&Mw:Ol�ed 12/312020 Na Yes hb WA Composite Edge Fiberglass Single boor (InaxingtOiksMrg; x configuration) . 9 1. Therme-Tru Fber-Classic and Smooth -Star Nomina168d139;8&quol,Nandmpect&quot Glared 12/312021 No Yes trio WA Composite Edge Fiberglass Single Dom nsMn /Outswl ; )1 c m1.,ura9on 14 n.Thermo-Tru Fiber -Classic and SmWh-Ste Nominal B&M;0&quotNon•Impact&quo; Glazed 12/312020 No Yes No WA Composite Edge Fiberglass SlrgleDoor cdafiguretian 14 n. r er s cis - rams qu on -rap c o;. es Composite Edge Fiberglass Single Dow onswinglOutrwrig; Xearmguraticn) navdng/Outsw4ng; X Florida Department of Business & Professional Regulation P.g.2.f2 Florida Department of Business & Professional Regulation Page I oil Florida Department of Business & Professional Regulation Pnpa i al Florida Department of Business & Professional Regulation Page I a I Building Codes and Standards lf=2020 Building Codes and Standards I/almis Building Codes and Standards 75/<Oia Building Codes and Standards 1/=18 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail ',' . 1y�5332-RS-Rodriels Sea # 1 2 3 _ Product Modal. Number ar Name SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED _ 12u.[kv ASSwan D Product Desarlptlon Contract Ezmlralon Date SERIES 420 ALUMINUM SGO OXO 12/312020 145-IES420ALU 420ALUMINUM NON-REINFORCEDSGD SERIE5420ALUMINUM SGD OXO, XX 121312020 96&quotx80&quot NON -REINFORCED SERIES 420ALUMINUM SGD REINFORCED OXO 1213112020 145 3/4&quot;x96&quw; ADGTIn HYM Use Approved far Use In HVFIZ Optsltle HVHZ NO Yes No Yes No Yes esi Ca Resistant No No No Desion Pressure Pressure, WA WA N/A t �g � Revision 2017 alisaillisailials Cropay Sulkrl:g Pmduzb Company %`' Elaeriof Doom SubCals": Sectional Exactor Door Assm*lin Comgane MWwd: Onalaska, Mark or Listing p � YNMamtl By Mark Westerfield trltartek Tealap Services NA, Gary Molder (613)7MS082 Inc. (513 51"5W ) nnvastsrBeMQdopey.can dim d� D aghmod Fes, Anoroad 11292D17 OBI1owit, d� Approved 12fDSW17 am& Approved l Stele jug Moraine P-W. 2017 Flasa47&R8 jistplibiag)l Clopsy Building Products Can" Y Exterior Doors Subcategory, Sectional Exterior Door Assemblies ConVienea Mathotl: Cakficedon Mark or Listing E[dW.w Ve1MMtl By Mad WasiewfiMd Imertek Testing Services NA, Gary Phshler (613)7704W82 Inc (51 5198b6& mwasarBeMedopsy.can d� d� youddid Subraftlad 112wM17 08/10/2017 > 20 FSC AQg,Vd Apgrovred 121052017 Approved PI1751J148 Sate ]yg Version Revision 2017 PLa2a1.R29 Pmpduets lftrA aobuar PGT Industries Cebgwy: Exterior Doom auhCaapory: alking Exariur Door Asearri Compliance Method: CatlScation Mark or Listing gntRy w Contact Ep gang & ,� Vagdkbd By Dean Rusk Mlaml-Dade BCCO-DER Mlami-Deft 8=0-VAL (B41)488-0100 (788)316-2690 daarkiliipgtlnduebl.e.con � dip d Wdidated Submitted FOG Approyad 12=017 112812017 d� Approved; iMIS2017 Approved 4 SERIES 420ALUMINUM SGD REINFORCED SERIES. 420ALUMINUM SGD REINFORCED OX, 1213i2020 No Yes No WA Produces 5 SERIES 420 ALUMINUM SGD REINFORCED XO, XX 96&quotk96&qu6t; SERIES 429 UM $GDREINFORCED XXX i2/312020 143&qudtx96&quota No Yes No N/A at 37 WN84A9n473,75,1500,190,76, Quallaw A Steel Pan (min. 25 gs.) Singk Csr (up to 9'0' wide) 06212028 Approared for Use Approval fiar tg In HVHZ g No Yse Imand pWham No t 1 +30 PSFI.32 . 53 ProduatMedat.NmaierOrNees 053 V45-18 PAWM63: 84A. 94, 73, 75, IWO, 190, 4RST, Sleet Pan (min. 25 ga.) Double -Car (97 to le'U' 05121=8 Approved for Un Apgravad i0Ati No for Use lamed t Yea No fjytg PJ:mgn +30 PSF130 1t 10 ProdeModd,NumberceName SGD4570 (Large Missile impact) Quadrat Pausumance Vinyl SBdlrrg Game Door 0M742021 ABpLgred far Use Appointed far Ilea In.WAM Ckdakle NVNZ Yea Yes litual assistant Yes Dmkm pressure WA 7eV, 4RST, 4RSF, SRST, SRSF, 2RST, 48, 42, 55, 488, WINDCODE&4N74; W5 Gaaga Door PSF 4RSF, SRST, eRSF, 48, 42, 55, 48B, 4213, 88S, Goss. wide) WINDCODE8I W5 Garage Door PSF 42B, 155S, GOBS GDSSV. GRSS, GR5SV, AR6S, AR6SV, GD5SV, GRIM. GRSSV, ARII ARSSV, ED65, ED6SV EDSS, ED5SV 4 Florida Department of Business & Professional Regulation lag Building Codes and Standards Pea 1 w1 s 2o,a Florida Department of Business & Professional Regulation Building Codes and Standards Page of 3 1110f2020 Florida Department of Business & Professional Regulation pa eg Building Codes and Standards Page I a 1 111rm18 Florida Department of Business & Professional Regulation Building Codes and Standards Pa" 1 w I IlMIS ` P"la3747 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application DeMli 296 Tug Vmlw Revlon 2017 Mamillecturer CURRIES Divlebn o(AADG, In c Category: Fxtedor Door tAtfloLor Enak�& Lb� V Hdebd By DW Ie Dave UL LLC Ted Berman, PE (641) 494-2844 (3%) 86&4707 Ice Ra Dab panes VARddffi lukmmw FUCAgerawal 11f302017 lorAM17 1 ApgDaad 12MI12017 Stets Approved pliN749g-R� Radrds - � - S90 MM Waslam Revision 2017 Cklpay SuadInp Products Company Category: Exterior Donn EndtC.or 59used Enckwer& Ltrm Vagdobd By Mark Westerfield mantel k Te99gr Searv1oN NA, Gary PkwhW Irma (513)B79-0686 2 VAUddod sktffilmw 11292017 011RO2017 Daft Pending go FIG Anwayal Approved 12/052017 Approved _Q21111 jug Vona= Revision 2017 Nkmdtvtww Ckipsy Building Products Company may: d Doom Enftv a Contact Epuk*K }Jitman Merle Wlaartleld InterMr Testing Services NA, Gary Paahka (lot) ne. (513) 51 292 21M d t[lagititalf FBCAMOVM l ial 1T 08/10/2017 20 Acicaroved 121052017 It" Approved Q1.[Ity Assurance Approved for Use Aowovedfor Use lien Dealt" SOON Product Model. Number or Name Product Descrlalon Commas ExPIra en Date In HVHZ Outside HVHZ Resistant Pressure 2 185 SH 52x72 Fin/Fimge Frame IG/SG Single Hung 1010812023 No Yes No +60/E0 Larinate l Glass Stocawoor Exactor Door Cormorants dwadedlcQaseaabbyw Subcategory: Sectioned Exterior Door nweesl70-8062 � y SubCotegopr: Sectbnl Fstedor Door Aesertbees rtwesaMakQdopay.cem CanpiWresAMtltod: Carb atlm Mal or LWleg m Compl�rm Matltod• Cer88ce8on Mark or LWa9� CoppYuuceMoaied: CAitlficatlarl Mark or Lang e M i FIHs&1yA7 Poduucte Flat 9callhr.Aetg� Aiatal"Hw ee IB.tilttlZ S wtg Bt.so ) Pr�uus � Seal ProduaMosel.NumharerNase CoutmalHzpirabnDete !te! Ao lnlami ! ! lneegt Rehm Flaelie � Slat IndE61i Stubdf8.161tlZ 1mista 1 D�ealing p P as 1 eo7, 707, 727, 747, and 847 Single anti Pape of Doom Flush, Gazed, and Louvered saga ad pass of 12131=6 hollow meal doom. Yes Yes Yes WA 65 085 W11-09 PAN-2MI13: 73, 75, 84A, 94, 42, 48, 420, 40S, 4RST, SRST, Goss. GRSS, ARSS, ED58 Gael pm (min. 26 ga.) Single -Car (up to 9W wide) o6212028 WINDCODE&W174; We Garage Door No Ya No +38 PSFl42 PSF 102 102 W&18 PAN-211ef53: 73, 75, S4A, 94, 42, 48, 42S, 48111, 4RST, BRST, Goss, GRES, ARSE, ED58 Steel Pan (min. 25 ga.) Double -Ca (97 to 162' 05212M wide) WINDCODEM174; We Garage Door No Yes No +37 PSFI.41 PSF Florida Department of Business & Professional Regulation Page 2 of2 Florida Department of Business & Professional Regulation Page 1 w I Florida Deparment of Business & Professional Regulation Pe4P+a+ Florida Department of Business & Professional Regulation Page 1 lei O Building Codes and Standards 1120rMe Building Codes and Standards + s2o+a Building Cadets and Standards v5201a Building Codes and Standards 120/2020 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Sage Typo VenalOn Reylslon 2017 FIAf52494112 Manufacturer Ml Windows and Doors Category: Windows Subcategory: Fixed Cwnpliarxa Maliotl: Certlfcetlon Mark w Listing Prods Entity or Contact ErVdneerB Cleanse Validated By Brent Sidlilger American Architectural Steven M. Urlch, FE (717).365-3300 Manufacturers Association (717) 317-8454 bsle nger@mtwd.cam Oat@ 242 Date Pending V.[Idaatl Submitted FBC Approval 06/042019 06/042019 Aow ved 06N72019 -FIL1112434111:26 Status Approved daft! IYg d�411 Revision 2017 POT Indust" Cotgoq: Windom Subcategory: Fixed Compltence 91edied: CemSatlon Mark ter Listing Compliance Egttysr St!!!li15i KIMsW By Dean quark Mami-Dade SCCO-DER Mlimt-0ade BCCO-VAL (941) 488-0100 (788) 316-2500 druark®pg6edushtee.rxm Qeg � Date Penang ttelldllid $10mlSed PaC Aaorov.[ 12202017 12108=17 Aoom�awed 1=612D17 tiAaR Approved Versa jug yanlon Revision 2017 P1.1112304RIS Products Mautsobimr PGT industries Category: Windows Complianceycskips Hung Cagllisece Mooted; CeNfirxdbn Marko Listing SmXv u ti9ala9t Enakemr&Lkenss Vdldeted 8v Dean Ruark Maml-Dade BCCO-CER Ma1M-Dade BCCO-VAL (941)46"100 (786) 316-2590 tlruark®pptlnduslrles.eom �$ dialt i(llldeS>d tilbmltrd 122=017 12I0SMilf � Date Approved tt16.Agglmsl Apptgy@g 122610117 >� Approved Sao 1 ProductModel. Number or Name He 188 Fin and Flarrqe Frame Duallty Assurance Amroved far Use Aonroved tar Use Product Deserioeon Contract Elwlratlon Date In HVHZ Ouislde HVHZ 73xg2 Insulated Glass 021162024 No Yes Im➢ta Resistant No d -su Pre.aare +5 -55 . - DualltyAssurance Aporovedfw Use Approved far Use Impact Dasianr Products A Approved for A D� AM AMA Product Mold. Number w Name Product Desariwlon Coined Expiration D Ma In HVHZ Outlet deHVHZ Resistant Frese,ga@ 22111 ProduceMwjbwNameProductDescription A2Lg an In HVNZ oubm Hvio_ Resistant Pressure, I 185 Pw 73 x 72 Insulated Glass 04/03l1023 No Yes No f60/-60 9 pw4wo (Large Mtsala impact) Veyl Plead Wladaw 04/302020 Yes Yea Yea WA 7 SH-6.500 (Large MI&SM bnpad) Vinyl Sinpb Hung Wkldow =1012020 Yes Yas Yes WA Florida Department of Business & Professional Regulation Building Codes and Standards Pegs 1 e l 115121)+a Florida Department of Business & Professional Regulation Building Codes and Standards Pagel a2 1r2WD20 Florida Department of &wrr aS & Professional Regulation Building Codes and Standards Paga I or 1gu2018 Florida Department of Business & Professional Regulation Building Codes and Standards Peps 1a I O 'fie Product Approval Application Detail Product Approval Application Detail Product Approval Application Dertall Product Approval Application Detail W 1 f�c6�.ri1F-tea ', _ E _ - ' ' >; •:" �. F11181.R11 FLM319'L.Ra Si.44! jypp version Revision 2017 dig Produete Man Detail Exterior Category: Exterior Doom SOCebrgag: Swinging Exterior Door Assemblies CompHmwMeVmd: Evakailon Report from a Florida Registered Amhkaa or a Licensed Florida Protesslm* Engineer Erp&,r at Contact Emikear & License vaudmw as Ride 2WI Lyndon F. Sohmkt P.E. Rum J. Krug, P.E. (NB)29g-1740 PE-43409 (813) 787-6665 dokw®rwOMgconsukents. a:r, t� !1� Dal Paruam aY IMaod Submitted 19111CApproval i0/18/2017/0/182017 10222017 S� Approved 12112I2017 Elba Approved If ProugiMolial, NIS= or Nam an Duality Assurance Approved for Use Approved for Use Impact Design Sdada Tug � Revlabn 2017 FLa28IA111 Products fret PGT Industries Win Cabgpry: Windows SubCaboM: MUaan Compliance Method: Certification Mad or Llstln g PindnuctModoLNumberorNemm Entire Or Contact ValkhM By Dean Ruled MIemFDeds BCCO - DER M$6) 315-2 BCCO - VAL (941) 4g8-0700 (788) 37&25gg droark®pgtindustrbs.com OwYN Assurance xoft$mIa11fR1Z 2111 291, j(4dI�g Submitted 12N52017 111162017 AparIn FROM outside es Ag,t� oats PwWNM Ra F Apg� 12/092017 draper ! AMA Approved � Presents, 290 jug y�(g Revision 2017 FLa19192rt6 .Pradieete Mamtaebrnr James Hardte Building MIS Products, Inc. Category: Panel Wab Subcategory: siding Complarra Matlrod: Evaluation Report from a Florida Registered Archkeat or a Licensed Florida Professional Engineer EDShLgI' Mgt Enak a & LIMM V (00)Ping"Ong Zhu Ronald 21. Qpawa John Southard, P.E. (909) 34B,2B27 PE-24121 (352) 387-252g pingahenp.zhu®jmesha dle.c wit 281 1m t t�t(�g FISG 08282017 081092017 082a2o17 21k Apt 10/102017 Ali" Approved CD � > 2 5764 Vertical Alurmnuri MulNon 12/3120Z0 No Yes Yes WA 1 ProdrmIll NumberorName Practical! Dandelion CeneroetEm *WJ*nDas Approwd far the Approved for Use tD Silltakle die IOWd Resistant Dead- P.tmute i Morgan fmM Doors end Windom Aluminum MuBons 05 MMi Yes Yes Yes WA Aw ProclIMModel- Number orName Quidi Assurance ProductlDescriollon Comboact Expiration Dab Aporasnall for Use Approved for Lim InJfl61i Outside 11VH2 Imp tat dill Pressure. 1 a.&quotaFberCtamic8aruct,&quotSmooMW&quot, S8w39,$&quokhnpsd&quot Closed FoagWs 121312021 No Yes Yes WA I Cormank Lap siding fiber-carent lap siding 12012020 Yes Yea NIA WA &quotclasswralwanot Or &quotcawlcCraR saga Dow- a) Inswklg "Outselling Configuration Rm.Wd:Search Crawls -+aaaJ 0 L Florida Department of Business & Professional Regulation P.O. I of I Florida Department Of Business & Professional Regulation Paps 1 a I Florida Department Of Business &Professional Regulation Pe9e i a I Florida Department of Business & Professional Regulation Palle I a I Building Codes and Standards IN2018 Building Codes and Standards 1fficit+8 Building Codes and Standards lsrm+a Building Codes and Standards Vow% ' ^ Product Approval Application Datall Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail M� W FLe13192.R6 FLM6272.R2 24111 11012 Ymign Review 2017 imanubcom Janes Haab Building Products. Inc. Category: Panel Wide aubCaapay: Skkg camlWtee Method: Evalualern Report Iron a Florida RepiNaatl Architect o a Licensed Florida Professional Engineer Easier or Stet Emed-.SlI.- validated ay Pkgebarg Zla Ronk 1. 09sem John Southard, P.E. (909) SWM7 PE-24121 (352) 367-25M pingsheng.atu@ia est ar db.com 20 tide DW leandles Meigilated sumnmW FM Additional 0&2812017 0&rOB2017 0828=7 Qes ADMOM i0fl o2017 sk" Approved 926 jlme YmIgB Revlaten 2017 ff L James Hardy Suit" Practical, Inc. cateaoy: Para) Wallis Su6Ceagoq: Siding Complance Medical Evaluation Repod*am a Fluke ReOatered Ardmtect o a Ucensed Florida Pabesbnal Erin aar €n t or Contact Em&ea3.lIcimewi vwkiMdBy Pinguhmg Zhu Ronald I. Doom John Southard, P.E. (009) 349-2927 PE-24121 (352) 307-2528 PlnpMagzhu@}snacks da.eom 292 Ra Ode Pandang youdlad activated IFOC Appmxd 0825=17 O810Bf201T 08282017 Deal Awassad 10111:1=17 Eras Approved 22 2011 verslde Revision 2017 Almudmeww Aalde SubCxb:Perna Wars Suhcampory: SwNs Compliance Maed Ar Eyed or a iteportfrom a Flerka Registered Arml+ked o a Uomaed Plonks Professional Engineer Eaft Or Card1Iit Bnak-&uparae yoodgm 8. Nick Thompson Lyndon F. Sdmddt P.E. Ryan J. long, P.E. n1how 822.2389 PE-43408 (813) 787.8555 n9ampewi@atsida.cem Ro 291 Y&9ddd tl 1og412017 10/032017 DO& PUKIM Ra F!>SiApproyd Aagroved 10/112017 12/122017 Atea& Approved 22:111 mm Va.[,, Revision 2017 Usnufachorear AWce � Subcaegory: Sofrka Canpllaas MsMed: Evaluationctora Report l Floridaa Plonks Registered Arohkect or a Ucensetl Fk Profession.[ Engineer Ed fft gird EDctinet{Lk- Wdlda.aey Nick Thompson Lyndon F. Schmidt P.E. Ryan J. King, P.E. ndortmawn@aaka.aari 20 2[k oate POCAhm Vegetated Submitted lBgAogmlsl 1=412017 100=17 10ni2017 29 Approved$teBa 121122017 Approved � w Q z FLaEmtl.hnglalgaaLemdm Z tyat Product Medat. Number or Naar SiIsgOLAeYusa pmftdowrwm Copineat Sanitation Deft, Agamostlfor tka Accounted far use ID-m(tii, Outside dE91j tights Ras Design Pressure Product Model. Number or Name aw4 b AgBrisbffiffiYee ApprovedfarlJose IS HIM 0o°iftHVKZ dmgles ResistantPressure mi Prod,aMON. Number or Name Product omricom Contract aspiration Oise Angroved for Use Aomaved In oubme far Ws leaned Reekdant tbd4! Pressure 11211 Product Mod@L Number or Nam Prodat pond aaii CUgghaw Expin a ASS!se ApprowelfeLge Dow In M81Z Outside HVHZ tmnm Ray QeB4 Pisemun Q 2 HurdbPtenk Lap Siding gbsr-amont lap siding 12131=0 Yes Yee WA WA 2 HerdlePank Lap Slag (ber-oeniNit lap siding 12031=0 Yes Yes WA WA 1 a. &quot,2T&quot SaM Vent or Solid Vinyl So M 12/312= No Yes No WA 2 b. fteoli )Bann T4&quot; ao1M Vent or Solid Vinyl SaBt 12/312020 No Yes No WA J Q_ SHEET NO. PA 1.1 _ _. r '191 1MITs :i1111-1mll" 11141 "I � I 11! I fi^r W Florida Department of Business & Professional Regulation Page 3 of Florida Department of Business &Professions( Regulation Papa 1 of 1 Florida DeparUrlBrtt Of Business &Professional Regulation Pep., a, Florida Department of Business &Professional Regulation Pepe, a I V C> Building Codes and Standards 1/2a2020 Building Codes and Standards Inm2020 Building Codes and Standards treats Building Codes and Standards Q -F� Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail �1 Q � W O O PLf16818,112 EMIN Or 2dg lip, Date Pondiho Data Code IiWW or 20 =2 Date Pandhar Date, 220 $ptflt3[ g!� d�a d � !'.Ll14118-R2 �! pit gl� d�lt � Ana � � It ]ypg Verslon Manurxturer aC Mace F-ndneer&Liceree Validated By Valuated Submitted FBC Approval aonrdVae status = Vanden Manufacturer Contact Erminear&License Validated Sv Validated Submitted FBC Approval Approved Ste usr BM XBntIQp lemiramis— Enamorg Valldahtl By yAUUMad IFENC Approval Approved awn muly version � � �� ♦y ty Revision 2017 GAF Category: Roofing Michael Shah RobertMeminen John W. KnezeWch, PE (800) 766-3411 PE-59166 (954) 772-6224 12/112019 12/11/2019 12/182019 ding FBC Appn Revision 2D17 TAMKO Building Redacts, Inc. Keel Eden Zachary Priest Locke Bowden P.E. 10/192017 10/052017 10202017 12/122017 Approved Ravbbn 2017 L.V. Thompson, Inc, tlba Thompson Architectural Tory n Lechery Pdeet Lardks Bowden iW1012017 10/102017 10/172017 i2r122017 Approved Revision 2017 Thompson, I(T tlbe Thompson Architectural L.V-CCompany ToryO Zachary Pdeel Laden Bowdon 1W702017 tOH012077 t0It72017 12/12/2017 Approved � •♦� Subcategory: Asphalt Shingles mstieh@gaf.com Category: Roofing (417)6den@t PE-74021 (334}3g0-1900 1 (rAMCC} 245-3 11 (813)248.�188 PE-74021 (334)300-18� CpmpanY (rAMCO) 8,1456h 1 (813)248345& PE-74021 (334)300.1800 � Co`v � Cartpllarrce Method: Evaluation Report from a Subcategory: Underleyments ry: kUh eden@temko.com Ca18NCAmpanY Category: Rooang SldCategery: Roofing Accessories that am an �o8n9.pom COMM: me Florida Registered Architect oris Licensed Florida Compliance Method: Ewluation Report from a Florida Registered Architect ova Licensed Florida lntegral Part offt Roofing System atWCaeegerL': Roofing Ascsseorlss that skean Im�al Pad the Roofing System Q O Praess)mel Engineer Raessionel Engineer Compliance Wtlrod:Ewkratlah Report troves l.omp6ssM Iisdad: Evaluation Report from t L L ///111 ♦♦♦ FLW012t-AZ products = - Fiords Replebrotl Ardhtad or a Licensed Florida Flows Registered Architect or a Licensed Florida 0 Q . Quality Assurance - Approved for Use Apwoved for Use inroad oration - pliH2329.Ra1tadui - '. _ - ;, ", <. Professional Engineer Promotional Engineer Q O Sao # Product Model. Number or Name Product Description Contract Expir trod Date In HVHZ outside HVHZ Resistant pressoure Sep # Product Model, Number or Name OuatHv Assuance Rgduct DescrlWon Contract EcolMilon Date Aowoved for Use Aowowd for Use In HVF2 Outside HVHZ Impact Resistant J pressure +J 6 No. 15 UL Asphaltsaturatep organic felt 101182021 Yes Yes N/A NIA 1 GAF Asphalt Roor3hingles Fiberglass reinforced 3-lab, [—!noted, 54aband 12/162022 hiphidge asphalt shingles No Yes N/A N/A Ego Prada291erlel. Numberw MUne Craft Assuranoo AnomaaY.}9rthe Approved faIMo outside HvHz bnmct dLflm Product Modal. QuaAlLABiiMea! Alt,,Vdfor Um Ao eatall fgSh! Jailed Device O O indi i lid Pressure Elaf Humboor or APB ConbadExabuOmDab In my Oulaids HVHZ liiolistant FIW01m, '^ V'^J t TAMCO Far Top O649Wge Vent with Bon for Tile 25 ga stele roof verl5wter with baffle 081092028 Yea Yes WA WA 2 TAMCO Gooseneck Vent 261 O9,10a2028 No Yes WA -01•52.5 L //�(s��y`aa O /� .. ti/ V /�}/�s—� VJ Florida Department of Business & Professional Regulation Page 1 of 1 Florida Departmerft of Business & Professional Regulation Poplar Florida Department of Business & Professional Regulation eg Pelletal a 1 Florida impartment Of Business &Professional Regulation Paps 1 a 1 Building Codes and Standards In20fa Building Codes and Standards 1/5018 Budding Codes and Standards ,Mrm16 Building Codes and Standards Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Code MOM mmmmmmmmmommmmem ErAilr or oda Data Date Pending Data "M84t2 B£ MS4t2 FLMS804H jypg version Manufacturer Contact Endneer & License VAIdated SV Validated Submitted FBCAooroyal Approved Status Disk Enftw Ia 2lk Dow PendYuo 21ft 220 Entity of 211a 21k Doll, PerAhm 20 990 Enter or 211a 21! Dow Poftdkw 2ift Revision 2017 Lomanco, Inc Andrew Carter James L. Buckner, P.E. Steven M. Udch, PE 04/092018 12/ta2017 04M52018 06/122018 Approved mm version Nkmdwhm canted E License VaUddod By V&Nddw $19MW RICsogmMl Aporen9 AWN mm version NIM&OW Enobw & Lkeflow yaINaW By YaWWd EI399vemoral ADS $L0Y jpgg ihY19II AILHdaftm 9a1baSt Emhwr&License VaUda.d.By Valklolood Submitted FIC Aoomxd Approved DleLR Category: Roofing (501)982-6511 PE-31242 (717)317-8454 Rwwm 2017 L.V. Thompson, Inc. pia Thompson Arehitscheal Tony Chrriamen Zachary R. Filed Locke Scatters 10f102017 101102017 110A72017 12112=7 Approved Revision 2017 L.V. Thompson, Inc. ribs Thompson Architectural Tony Chinaman Zachary R. FrfeM Lode Boyden 111101012017 10r1012017 101`172017 12fl22017 Approved Review 2017 Ftoritta Metal Products Inc. Clark Jones James L Sudan, P.E.QI M ch"John Rioter, 102SM17 10105=17 1027120,17 1211=17 Approved Subcategory: Roofing Accessories that are an ocarmr@lomenca.com Moab Company (TAMCO) (Bt3) 248.34M PE-74021 (334) 300-1B00 Moab Company (TAMCO) (813) 24&3M58 PE-74MI (334) 300•t800 Category: Roofing (904) 783.84M CBUCK Englneedg P.E. Integral Part of the Roofing System COMM: Rooting bny@gomebkMfirg.com Category: Roofing SubCebaory: Roofing Accessories that are an dadk6Mmaccom PE31242 (561) 414-7557 Compliance Method: Ewluatic Report from a 9ubCaspory: Roofing Acceteorles that are an Subcategory: Roofing Aaeseodae that are an Integral Pad of the Roofing System Florida Registered Architect or a Licensed Florida Irteg of Part ads Roofing System Integral Part Of the Roofing System GOMPMnM Masked: Evaluation Report from a Professional Engineer Compliance Marriott: Ewluxlbn Report from A Florida Ragstered ArchMsd or a Licensed Florida Compliance Method: Evaluation Report from a Florida Registered Archl ed or a Licensed Florida Honda Registered ArchitectFlorida Professional Engineer FL1t172tlki R3 PfgciuoE9 �^ ' ProPoeebnalEngineer Professional EnpMeer FL124699•R1 Produces Quality Assurance, Approved for Use Approved for Use Impact Design FLNI MB4t2 Product, - - Sea# Product Model. Number or Name product Description Contract Exotration Data In HVHZ Outside HVH Redolent, Pressure Quaft Aglmunpir illustrated for {ht Appeared for We Jm= ggtlga OU&MAM Aoswvsd for Use Apnrovad for We �— B�hll Noma QualEt8@laeQfd Acroraved.for that Approved for Ws issim peak. 1 Dedk-Air ° DA-4 Low Profile, Polypropylene Plastic, Roof Vent 07/102021 No Yes No -97.5/-97.5 dh4! InfOQli lilQP. R J AMA ProdmlYaYl. Nut Mrw Name In1tYlii 1 1 13 3 3-FLA OO8cp IIAV10 3-FLAMC0 &qud;RV lO Ridge Vend&quot AlumInuum Rl�a Venda for ptdhed rose wbrkated 121312420 !� � No Yes pmbunt No P WA Mechanically Attached to Plywood Deck. 3 TAMDO 01114iidps Roof Vent with BaMe 26 ga. state roof —Meet with Integrated baMe OW0912026 Yee Yss WA WA 4 TAMCO Round Top Mudge Vent with Me for TLa 26 ga alto root MnORW with beft 091O1802028. YM Yes WA WA her 0.025' Aluminum G Florida Department of Business & Professional Regulation Page 1 oft Florida Department of Business & Professional Regulation Page I oft Florida Department of Business & Professional Regulation Page 1 of Florida Department of Business & Professional Regulation Pepe t er1 Building Codes and Standards lrm/2020 Building Codes and Standards 1200020 Building Codes and Standards 12012020 Building Codes and Standards II=IS Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Cigfe rally or De. 20 Dffie Pending Data Code Entity or gig Q1112 Date Pending Due Code Entity Sr Date gote Datr Penicillin f1 Elmtvar 20t Me DIU Pendim 21ft Iyga version Manuk4Wmr Contact Engineer &License Valuated By Validated submitted FBC Approval Aporeved Status Type Version Manufacturer Contact Engineer&License validated By Validated Submitted FBCAncrowi oved Status mm Verslon Manufacturer contact EnginaerBLicense Validated&• Validated Submitted FBCAporovat Age $IaEWe urge Yw19a 1 canted EDaloe[.&l�e veNdeld By Verdi SubmNbd EB9.AoomxN AtlJeaa9 8Y9M Revislgn 2017 Sorel Roofing Anderson Robin IAPMO Uniform Eveluaoon GaryW. Welker 10/182017 I ORM017 10212017 Apprwed Revision 2017 Global Protection Products, LLC. Tim Robinson Walter A. Tillit Jr., P.E. John W. Knazevich, PE 09/06/2017 Oa/J12017 09/11/2017 12(1212017 Approved Revision 2017 All Amedcan Shutters and Glass Mike Barbieri Frank L. Bernardo, RE Troy Bishop, P.E. 10/18/2018 10/182018 10232018 12/112018 Approved RS Wm 2017 ITW Building Cmnpenenta Group Inc. StMd Lark H)C Evaluation Service, LLC y11Nsm M. Raided, PE 09119=17 09MV2017 08212017 Approved Cat Roofing egory: 9 (801) 380-6091 SeMces LLC. (205) 854-0160 Category: Shutters B ry: (954) 689-7545 PE-44167 (954) 772-6224 Category: Shutters (561) 712-9882 PE-0046549 (954) 947-0880 Category: Structural Components (847)918.6473 (407) 881-1917 Subcategory: Rood: Tiles RobinAnderson@baal.co Storm Panels tim.robinson@gppent.com subcategory: son Panels mikeb@sllamericanstMta SubCtlagpry:,nuss Picks rdmvle+ cot Compliance Method: Evaluation Repot from a m Compliance Compliance Method: Evaluation Report from a Compliance Evelct ora Report iron a rs.cam Com$W m MoMod: Evakretion Report from a Product Evaluation Entty Flodde Registered Architect or a Ucansed Florida tMethod: Florida Registered Architect or a Licensed Flontle Florida Product Evaluation Entity Professional Engineer Professional Engineer F aasn r tJN.iee9 R2Prekglt - , goo# Morfel, Number "Name OuaIIN Assurance Rodger Description Comra121317atlon Date Approved Use In Ho Apwowdfrr Use Outride HVHZ ImpMt Resistant Deslen ra ,,, ,., - Approved for Use Aowoved for Us, ; ,. ,, Impact .- ;: - psalm, " ... _ - -' ":-_ Qualib Assurance Approved for Use ApprovedInHVHZ Imnazt Design - Produce Yodel Nether er/ame Coors Assurance Pioductoomadjudom Dab AlluatIItethe Aaemlt9 In Outside for lhs ImM 2nlaa Pressure &ea# Product Modal. 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Number or Name Product Description Comract Ewiratlon Dais In HVXZ Outside HVHZ Outside Resistant pressure 9 RW SCGIAOM Higher St mp (H &amp; S) Motel Connector Plate 12/312022 Yes Yea WA WA Saxony - eXony e i e - ia o, o es 17 Sexony900-Gantry Slate, Hertford 31ate, Shake, Slate, Flat profile -Stockton., CA 12(312020 No Yes NIA WA 1 20 Gage Galvanizetl Steel Siam Panels/HVHZ Carugatetl Gzivarrized Steel Storm Panels retained 121312020 Yes Yes Yes NIA 1 24 Gai nized Steel Stom Panels ga 24 a Galvanized Steel Storm Panels 121312020 9 Yes Yes Yes N/A Split old English Thatch a not by backs to prwide hurricane protection. 18 Saxony 900-Country Slate„$hake&amp; Slate Flat Profile -Henderson, NV 121312020 No Yes NIA N/A 19 Saofohy900- Cwniry Slate, Shake, Slate &amp; Split Flat Profile - Lake Wales, FL 12r312020 No Yes N/A N/A Shake 20 Saxony900, Shake &amp; Slate Flat Profile - Lathrop, CA IZQ12020 No Yes NIA N/A (D 28 Ville 900 Modern ro e- Oemter 10112020 Medium Progie - Lake Wales, FL 12/312020 No No Yes Yes N/A NIA WA WA Florida Department of Business & Professional Regulation Building Standards Pao I of t Florida Department of Business & Professional Regulation Page of 1 Florida Department of Business &Professional Regulation Pap.1 .11 Florida Department of Business &Professional Regulation Page I of 1 0 Codes and 11srm18 Building Codes and Standards frowns Building Codes and Standards 1/ermle Building Codes and Standards 1=18 Product Approval Application Detail Product Approval Application Detail Product Approve! Application Detail Product Approval Application Detail 0 sa FLil a 999E Eoft Or 21k 21K Dift polmn FBh 19.tiFFdI:BE fd* EiVki 20 Ra am PNWIM 21M F111999•R6 290 EMm or Ro bk am pending 06% FLO2197416 290 Entldr Or 2de 20 OMPat4m DM I1011e YM3l9a A%Md&CIU Bristow & Limits@ YaIkkWHy Va!l9olo9 adanod FIND A ABo[s$ om IYtt version Curtis ctydWsbd By Ytlldeted Submitted FIND Awroval Anomeed AMR hot 7lmha IlifiDltaolllu[ Conrad Enakr &Lkorso VWdekd By YalWaftd 5W0We9 PBSdgeaal Approved Ehtiu mm Vemtgn lt1B199do contact Spoliator &1laau validated By Ye&lcta9 SWIDIt!!9 FIBCAterravral Aoo[mm9 ShBa Revknon 2017 riW Building Components Group Inc. Stuart Lewis IOC Evaluatid Serves, LLC William M. Ranted, PE 001,192017 O072017 e9/21/2017 Approved RwbWn 2D17 mid Suit" Components GVup Inc. Stuart Lewis IOC Evaluation Service, LLC WAfiem M. Renied, PE O0119f2017 ON72017 0=12017 Approved Revision 2017 mW Building Components Group Ina Strait Lawb too Evaluation Service, LLC Wlllo n M. Randall, PE 091192017 09/07/2017 09212017 Approved Revision 2017 MiTek Industries, Inc, David Wed ICC Evaluation Serves, LLC ICC Evaluation Service, 10119=17 I W7W2t7 to1f2 wl? Approved COMM: Structural Components (847) 918-8473 (407) 681A917 Csagoy: Structural Components (847) 918-8473 (407)681-1 017 Caroppory, Components (847)918.6175 (407) 881-1917 Catagary: Structural Components (314) 851.7480 LLC. Subtfaapory: Truss Pates akwisaalpineter.esm Y+True° Pkwa etewk®aytneaw.esm ob'Wdural a ne SuhGabgory: Toss Pktes dweit�ndi.com (295) 69941800 Composes aatlhotl: EvaMuatInn Report from a of Evaluation Report from a Method: Evaluation luation Report hgm Z ComplianceEvaluation Report hem a pProduct Eva Method: nceEvaluationthEntry Product Evaluation Entry Productlmoom Erdm/ Product Evaluator tity E — F ahl! Product Modal. Number Or agree gnAkAUWWM Prudent courtroom contmdEngmumoda Approved for Sht Ancroweal In HVHZ for Use 0,11addle HVHZ New Satisfied ! 1§MIgR Set! product. 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Ckwgory: Structural Components David Wart ICC Evaluation Service, LLC ICC Evaluation Service, (314) $51.7400 LLC. 10/19=17 1W1a2017 101=017 Approved RwWon 2017 Mrrek Industries, Ina Category: structural ComM David Wert 10C Evaluation Service, LLC IGC Evaluation Serval, (314) 851-748D LLC. 10119=17 10119=17 101122017 Approved Revision 2017 MITek induelrba, Imp. Cssegary: Structural Components David Wert ICC Evaluation Service, LLC ICC Evatum eon Service, 851-7480 LLC. 10/10=17 101192017 1=2017 Approved Review 2017 MITek Industries, Inc David Wert ICC Evaluation Service, LLC ICC Evaluation Service, 1 W19/2017 ionO 2017 1012212017 Approved /�aE cv BubCerapory; Trees Plates •Arm ponte ethos Pleas Somplet dwertamll.cem (205) 69&8800 Complance Truss Pans (314) dwart®rnEcom ) 69B'98p0 Category: Structural Components Subcategory: That Plates (314) 851-7480 U.C. dwerarNi.com (205) 59"800 lalhcs : Evaluation Report a s, Completes, Method: Evaluafbn Prager from a LtemplfenM Method: Evaluation Fapalhom a o Compliance Method; Evaluation Report from a Product EStaluetkn Erdity Product Evaluatonn Entity Product EV91Mtlon Entip� Product Evaluation Enty O Fluy21974Y Products PLe2197416 Products FLr21974is Product Fl#21974U Produce L� OUWib Assuraees AMunved/orLtes Approved for Uso fin ROM Quality Assummea Ate. Agoroved h4thS t +B.. 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Number or Ni Product Description, Contest Ex*&Wn Dew In ram, oufthbmm Roolsibud 2 MH 18 18 ga. truss cormadtr plate 011011= Yes Yes WA WA 3 MITI" 18 ga. high *moo truss connector pteb 01101=3 Yes Yea NIA WA 4 Mitt 20 ga- truss COMldw plow 01MIM023 Yes Yes WA WA S Mi2DHS 20 No. high strength tines cemledor plow 0110IM023 Yee Yea WA WA Search U L*1 O a— Florida Department of Business & Professional Regulation Building Codes Standards Paget oft Florida Department of Business & Professional Regulation Page I oft Florida Department of Business & Professional Regulation Page t al U t and 1202020 Building Codes and Standards t20n020 Building Codes and Standards 115=18 '�^/ U) Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail FL#i �{ti2pro�jy-as ,.:_. - s - V M«J W Code Entity or 292 2M Date Pandang Dada raft EehL4L l J 1 � Quality Assurance Aoorowdfor Use ApprpvedforUse impact gas_Igr r ]jog Verslon Manufacturer Contact Endlnae ucelme validated By validated submitted FSCApprovatr Approved status 800 # Ra kmtMudei. Numberor Narma Product Description Contract Expiration Date In HVIQ Outside HVHZ Resistantebg it B )! Iffi 94�i E0 1. VUNa1ad By YJ190$9 &W911.9 F AgtL4�f Ehf1Y 2017 Weyerhaeuser sa Rob Bat4-6 ICC Evaluation SOMce, LLC an Lehrer, P. E. O4/012019 03222019 04ro8/2019 Approved 1 Hlgt Strength Concrete Unitas 4, 6, 8, and 12 inch wide ]Inlets 05/212022 Yes Yes NIA N/A Rwlekn 2017 Commercial Concrete Producb,im Robert Gas THUY H. HUYNH Jahn Hoy 1011412D17 10111M17 11125=7 12/122017 Approved i..0 Chanel Change Category: Structural Components Subcategory: Engineered Lumber (253) 924-6476 (608) 839-3288 Rcbert.BslcMgn@weyerhe Camponsms PE4)t22 (352) 586$3t1 c Compliance Method: Evaiusllon Report from a euser.com SubCCub d§QOrr. . lamil once MscrlUtb Introduced Ma Result of pm. Wa a P -gem C Product Evaluehon Entity CNow omp Compliance Ysticd:EwluatlM Report duets 527. two". 1g irrodulcls ; - Florke Registered Amh bd or a Licensed Florio• Z . - - profeseonal Engineer Quality Assurance Approved for Use Approved for Use Impact Design 111.111,177,114115 Products Seo # Product Model. Number or Name product Deso(ti tlon Comract Exaratlon Date )g,yj HZ outside HVHZ Resistant Pressure Z 1 MlcrollamLVL Laminated Veneer Lumber 03/312021 No Yes NIA N/A ChmiflLAssurawn Anfifinivad for Use Anchored for Use Iameal DWM Q 2 Pamllam PSL Parallel Strand Lumber o3/312021 No Yes NIA NfA $at.E Pro*mt Model•Numberw HN Centered Excitation Dab IO.i oubwoNVM2Reemam Fracture 3 Timber$tand LSL Laminated strand Lumber 0313112021 No Yes NIA N/A i ouaMy Precast or Commercial Concrete Products Precast and Prostromell Concrete Untek 061282014 No Yss WA WA 4 TJ Rim Board Structural Composite Lumber a Oriented Strand 031312021 No Yes NIA NIA a- board Rim Board 5 Weyerhaeuser Rim Board oriented Strand Board Rim Board 03/312021 No Yes NIA, NIA SHEEN PA .2