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HomeMy WebLinkAbout3125 Lytton Hall Dr0 FZKSNP�A i Ptj,� Ski,©Rt�C•�t2�{�lHt !' NP ON EGA ®V OQ® F.�®;�Jos t gN ;fit( 4 �� Qv - - IE71E:1FI-D❑ El F77 ❑ D Ell ID7 FE 0 FF � ❑ [7:1DF17DD 1171. - — — — — — — a A INDEX OF DRAWINGS SHEET DESCRIPTION SHEET 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 ABBREVIATIONS SN1 DETAILS S3M MONO DETAILS AB orA.B. Anchor Bolt ABV or Abv. Above AC or A/C Air -Conditioner ADJ or ADJ. Adjustable AFF or A.F.F. Above Finished Floor AHU or A.H.U. Air Handler Unit ALT orALT. Alternate BC Base Cabinet BF Bifold Door BK SH or Bk Sh Bookshelf BLKorBILK, Block BLW or BLW. Below BM or Bm. Beam BOT or Bot. Bottom BP or B.P. Bypass (door) BRG or BRG. Bearing C Carpet CAB Cabinet CIR or J Circle CJ orr C/J Control Joint CLG or Clg. Ceiling CMU Concrete Masonry Unit COFF or Coff. Coffered or Tray Ceiling COL or Col. Column COMM or Comm. Community COMP or Comp. Compressor CONN or CONN. Connection CONT or Cont. Continuous CT or C.T. Ceramic Tile D or D. Dryer DB Door Bell DBL or Dbl. Double DCF Decorative Cementitious Finish DEC or Dec. Decorative DIED or Ded. Dedicated (outlet) DIA or Dia. Diameter DISP or Disp. Disposal DIST or Dist. Distance DMF Decorative Masonry Finish DS or D.S. Drawer Stack DTL Detail DV or D.V. Dryer Vent DVP or D.V.P. Diverter Valve (plumbing) DW or D.W. Dishwasher EA or Ea. Each ELEC or Elec. Electrical ELEV or Elev. Elevation EQ Equal EW or E.W. Each Way EXP or Exp. Expansion EXT or Ext. Exterior FBC Florida Building Code FDN or Fdn. Foundation FG Fiberglass (Shower Pan) FIN Finished FIN FLR or FF or Fin. Fir. Finished Floor FIX or FXD Fixed FLR or Fir. Floor FLR SYS or Fir Sys Floor System FOM orF.O.M. Face Of Masonry FP or F.P. Fireplace FIR DR French Door FRT Front FT or Ft. Foot/ Feet FTG or Ftg. Footing FXD GL Fixed Glass GALVorGaly. Galvanized GC or G.C. General Contractor GFI or G.F.I. Ground Fault Interrupter GT or G.T. Girder Truss GYP BD or Gyp. Bd. Gypsum Board HB Hose Bibb HDR or Hdr. Header HGT or Hgt. Height HH or H.H. Hand Held (plumbing faucet) HORIZ Horizontal HS Hard Surface (flooring) ILO In Lieu Of INSUL or Insul. Insulation INT or Int. Interior KIWALL or KlWall Knee Sp KS or K.S. Knee Space LAUN or Latin. Laundry LAV or Lay. Lavatory LF or L.F. Linear Ft. LL Lintel Length LT Laundry Tub MAS or Mas. Masonry MAX or Max Maximum MC Medicine Cabinet MFR or Mfr. Manufacturer MGT Management (room) MIN or Min Minimum MIR or Mir. Mirror MIL or M.L. Microlam MONO or Mono Monolithic MW or MICRO or Micro. Microwave NTS or N.T.S. Not to Scale OE or O.E. Owner's Entry OPNG or Opn'g. Opening OPT or Opt. Optional PC Pull Chain FED or Ped. Pedestal PH Phone PKT or Pkt. Pocket (Door) PL or P.L. Parallam PLF Pounds per linear foot PLNT SHLF or Pit. Sh. Plant Shelf PLT HT or Pit. Ht. Plate Height PSF Pounds per square foot PT or P.T. Pressure Treated PW or P.W. Pre -wire PWDR or Pwd. Powder Room RA or R/A or R.A. Return Air RAD or Red. Radius RAG or Rag. Return Air Grill REC or Rea Recessed RECEPT Receptacle REF or Ref. Refrigerator REINF Reinforcing REQD or Req'd. Required RM or Rm. Room RNDorRnd. Round RO or R.O. Rough Opening RS, R/S, R/SH or R&S Rod and Shelf SD or SD. Smoke Detector SGD Sliding Glass Door SH or Sh. Shelves SHT Sheet SHWR or Shwr. Shower SL or S.L. Side Lights SPECS or SPECS. Specifications SPF or S.P.F. Spruce Pine Fir SSF or S.F. Square Foot (feet) SO or or Sqq . Square STO Storage SW o S.W. Shear Wall SYP or S.Y.P. Southern Yellow Pine TB Towel Bar TEMP or Temp. Tempered THIKN or Thik'n. Thicken TOB or T.O.B. Top of Block TOM or T.O.M. Top of Masonry TOP or T.O.P. Top of Plate TP Toilet Paper Holder TR Towel Ring TRANS WDW or Trans. Transom Window TYP or Typ. Typical UC or u.c. Under Counter UCL Under Cabinet Lighting UNO or U.N.O. Unless Noted Otherwise V or v. Valve (shower or tub/shower) VB Vanity Base VERT or Vert. Vertical VL or V.L. Versalam VTR orVTE Vent through Roof / Exterior W or w Washer WI or w/ With WA or W.A. Wedge Anchor WC or W/C or W.C. Water Closet (toilet) WD or Wd Wood WDW HDR or WDW. HDR. Window Header WH or W.H. Water Heater WIC or W.I.C. Walk-in Closet WM or W.M. Wall Mounted (plumbing fixture) WP Water Proof(ing) WS Water Softener WWF Welded Wire Fabric (Mesh) 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 PLAN REVISIONS DATE VERSION DESCRIPTION THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID 08-20-15 1.0 NEW BASE PLAN 1%r iadvanced �m 12-8-15 2.0 FRAME —WALK REVISIONS CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. 12-27-17 3.0 2017 FBC UPDATES 05-20-19 3.1 ELEV. Al - REVISED BANDS BACK TO ORIGINAL DESIGN 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 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 notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. 08-27-19 3.2 E N G . REVIEW FOR 150—C MPH 09-20-19 3.3 ADD 8'-8" ELEV. FOR TREVESTA 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. 1 551 i 0FESS1O�t "I"\ �fcl�ellda`f To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. Mf FW- �E Co co0) N co 04 # N 0 0 0 M N N 2:LL c0 LL ® CM 'NO LL u G 0. M a Z N �um U_ v C W vim as ixo � p Z @yo mN oo ID 0 W Z LL ILW 2 E T V :9N QO3 go �2g 113 NQchZ U h .� g Z c) �!]O❑ Z N O C O CO z o N C3� N Z o w j� L/) y f6 w Q O to E o r- U in W �— 2 E o g _ 0 8 U = c to ®0 Q 0 I� o CD J w Z M o 3 LL � =� oo zo a Q o E u w? =® od x CL 0< E N a� O a0 ¢o a Z rw L (n C Z2Z < O Y m� o Z l Zo - a 01 2Z 0)J az U �� 0 r3 o C zl¢ a� 0 3 .s cM = >M � ai rn m 1a � nL' W O m _ � O 0) T (V Ln J N r L(') oo L17 r � N N r a)�' ��• V M o E z E O `° N EL E U Q p C JOB NO: 20-0554 SCALE : AS NOTED SHEET NO. C S 0 0 N N 00 v 0 O a_ 0 0 0 N 0 0 0 r m v N 54'-0" A H.B. O S3 TYP @ 1 STORY 25-SH OPAD I0 73'-0" 0' � F BERGLASS o � 0 P IBERGLAS URROUND -' N rn 15'-04 1„ - - URROUN 1„ 10'-4" - 10'-5" 2 F_ O M _ 60"06" LO TH_ -1N (n Ch 'OWNER'S TIT SHOWER }o L rn N "' O A 0 �� SUITE BEDROOM 2 IC 6SH rrN I BEDROOM 3 8'-0" CLG. 16" DEEP N 8'-0" CLG. CARPET o 8 0 CLG. I CARPET I UD CARPET 2'-4" 00 4'-2" 3�- c%� 8�-o-�� in A I (3) 2x4 #2 SPF `� c��sA W. I . C I 2668 2668 A S3 CO S3 DTT2Z (0 AHU g'_0" CLG.' LG. j 4068 B.F. C71 4068 B.F. TYP @ 1 STORY TYP @ 1 STORY Tw`1 N CARPET I c%i - - - - - - - - - - - - - J - - =o w 166 _ R&S rN - - - - - - - - - - - � z - - - - - - - - ------ 5'-8' 10" 4'-0"I o R&S N R&S LOW _, - - - - - R&S 2068 H AT T-4" � S3 I I - 10 10 I I (3) 2x4 #2 SPF F O E R I w/ DTT2Z TILE- N 16'-5z, I 10 I 9'-6" CLG. 6'-104" O 8'-3" 6 -8„ - -0" CAFE s3 3068 I 6" zo tD E O ; ----- - o - c_ o VAULT. CLG. I q CARPET I II I I BUILDER TO PROVIDE - _ - - - - _ NCD I PATIO I I III" D.W. I t9 APPLIANCE G.T. I I I I I PROTECTION WHEN CC F---------- REQUIRED PER FBC I I D I I S3 ENTRY S3 20"x20" SQ. PILASTER W/ (4) r 4'-0" 2:12 SLOPE I b 11 0 0' 2 -6 I I U cn I 1 1 #5 VERTICALS. CEILING I tO R � IN 8'-0" CLG. Ix � I I I I GROUT SOLID. (SEE ELEV. FOR Y I I 1 1 EI z K I 00 ¢ I I I ri I I I HEIGHT). 4x4 P.T. #2 SYP WD. POST I 1'-4T I 1 1( I I I TO SIT DIRECTLY IIN 1= )'' K 1 1 1 I I I CENTER W/ - ra I I L- �J .... T LE I I S3 1 1 I I 11 20'-041" SIMPSON ABU44 (TYP OF TWO) - 2' 2" N 246" I 10 --J I I M II p l I O I _RY LGw 0 EDGE OF SLAB 2Q H IIII o A95 W Q BEYOND WALL =�" OPT. � Ui " -�E -SH DRYER VENT O III O� 7 16 DEEP THRU WALL I x Cl) 2 CAR GARAGE , , FAMILY RM R&s -- , 8'-0" CLG. I _ - 5 4'-8" 15'-02" VAULT CLG. 20'-04" I 178,E CARPET H NS N B X �i I N i„ I I I TYP W a CD I I I K @ GARAGE 0 z I I I S4 OPENING � N - - W kJ , L - - - - - - - - - - - N U 2868 TI E 2 68 I o N A S3 TYP @ 1 STORY HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18JX25i S.H. 13 20 X 38 j 18 4 X 371 S.H. 14 20 X 501 18 j X 50 S.H. 15 20X63 18jX62j S.H. 16 20 X 72 18 J X 71 j S.H. 11-12 271/4X26 26X25j S.H. 1 H3 27 1/4 X 38 j 26 x 371 S.H. 1 H4 27 4 X 50 i 26 x 50 S.H. 11-15 27JX63 26X621/2 S.H. 1 H6 27 4 X 72 26 X 71 1/2 S.H. 22 37 j X 26 36 j X 25 1/2 S.H. 23 37 X 38 j 36 X 37 3/4 S.H. 24 37 J X 50 i 36 J X 50 S.H. 25 37 J X 63 36 J X 62 1 /2 S.H. 26 37 J X 72 36 4 X 71 112 S.H. DOUBLE 2 WIDE 75" TALL 73 1 WIDE S.H. 32 54 X 26 52 j X 25 } S.H. 33 54 X 38 j 52 4 X 37 j S.H. 34 54 X 501 52 J X 50 S.H. 35 54 X 63 52 j X 62 j S.H. 36 54 X 72 52 j X 71 j S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. FLOOR PLAN - ELEV-B1 SCALE: %4=V-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 R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" O +29.7 / -30.8 © +29.7 / -39.2 +28.3 / -30.8 O +28.3 / -36.4 O +26.6 / -28.0 O +26.6 / -32.2 GO SEE SN SHEET O SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +34.0 / -44.8 WALL LEGEND 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 11131" (TRB) 1ST FLOOR LIVING AREA 1555 LIVING TOTAL 1555 GARAGE 408 FRONT ENTRY 42 TOTAL AREA 2005 INSULATION REQ. LOCATION I R-VALUE / TYPE EXT CONIC 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 R-11/R-13 KRAFT FACED (GARAGE / LIVING) a �N`1.� U� " O� `' L9 o To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seat is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W Q � N pippp N it 009 rT (O J J 3 0 N N LL LL # -Np uj W u_LL do i tii ui M LLI Vi a �C'i� as ir0 Y 0 z & °� @ a) o of m 0 W'Fa0t- cog W 2E<' _j❑a� z 0 E_ N Q M z a U F � z U ❑❑❑❑ W �1 M Z N O m o z z S J C] E3 W z o U_ (3) 1 ' V W O 0 W V o v) 0 r� '- U m t- c E - 0 8 I j =wL... N U o °� o • o w Cl) co1z z o� Z LLce 0 wa w� zo _© E Cl OQ �¢ O E N�o ate= ttZ a L ra � C - z Q =Y .o '0 oLL J 8 Qw 1Z U) F ¢ z0 U son N Q V O w� 2 a mw I - az =3 O � w a O� O Coa V 01 a r_ O0 ., 0 `CM = > L f0 O •> d. '- ^ O a C Cfl m _ v T O L0 L,n J N co T L.t') T T T. (M N �I T d) E T T E M T Z z E O CU a U _j Q p JOB NO: 20-0554 SCALE : AS NOTED SHEET NO. 1 3 m N S s O J L0 O i O c v S O J LL ) O I L Q1 C H Q 0 v a F2 E 0 v c J N LZ 0 U U 0 U z U) t 0 U J N 0 0 d N N 00 0 0 m v N DW KITCHEN ISLAND • l M w Q MEDICINE CABINET I a 0 Cl) 0 <V O iM 0 OPT. REF. KITCHEN VARIES, 2" LESS THAN CABINETS BELOW 1 3 0 0 1-U 0 jlllllllliiilllll T z . Ll HOOD (� 1 0 M 0 N O M 0 0 0 RANGE KITCHEN O r BATH 2 NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS MIRROR DOUBLE SHWR. SHWR. CURTAIN HEAD RODS /// %J ROD z 24" TOWEL BAR TOWEL BAR IN ON WALL ABOVE TUB OR SHWR. TOILET TOWEL BAR a / ON BATHROOM WALL C _ SHWR. 6 00 I VALVES w 0 TOILET %SOAP PAPER 0 DISH v00 HOLDER rLO rr Oz Oz 0 c0 r co O 04 O M r CV)N TUB FIN. FLR. BATHROOMS, SHOWERS AND TUBS SINGLE ROD CLOSETS/LAUNDRY 9 MIRROR i o W O n O I Cl) O L— OWNER'S BATHROOM 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 O 36" H BASE FINISHED CABINETS - o COUNTER TOP 30" H BASE 0 00 ILL i0 a -r 0 2x } L9 o0 FRAMING M CO 1 /2" GYP co BOARD — T FIN. FLR. SHELVING CABINETS - 1'-2"co •-1cV O O f —111 CV N CV .FIN. FLR.. ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS I le I v SCALE: 1/2"=1'-0" R a• a\ . To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential Bth Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. �r V M N N y� ro� LL ei 7,JyN� �LL d°- L11a � � 7 �ll a d' O 2'-0" 12 5� 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS TEXTURED ID11:7:1 1:1 [Ell 0 D HEAD / BAND F I 1:71117]F7IDI[Ellli ' 0 IF: �71 FL71 FE7:1 D I I ;�E_ �-i�__u --� � a -731' 4' RIDGE VENT 12 5� �12 \\mac 12— — — — — — — HEEL - - - - - T.O.M. ------------------ - - err-----� --------HDRHGT.� TEXTURED CEMENTITIOUS FINISH 1 ON C.M.U. (TYP.) 2" x 4" SMOOTH Zo TEXTURED SILL / BAND ------------------------------I- F.FL. FRONT ELEVATION - B1 SCALE: 1 /4"=V-0" 18' RIDGE VENT Q 00 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS -------- T.O.M 1'-0" 1 11 1'-0„ TEXTURED-------)' TEXTURED CEMENTITIOUS CEMENTITIOUS o FINISH ON C.M.U. FIN. ON C.M.U. °0 (TYP.) (TYP.) 2" x 4" SMOOTH TEXTURED SILL / BAND LEFT ELEVATION - B1 1 /4"=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At 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. NS F •-:• •'% ,.. e ;F.FSS-.t 1, If To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W QI^ O .- V v N oa^pD s0 pCJ J J M N n LL LL N r CO O N � ° a _J a- a t» Q N M W ' ai lL a d W O Z 0 CW tea) 0Zo C�9 0Ow 2 E °' O' � Z LLW IM 0) N p W O rn Q2Q ct4QcoZ U 0 5 z g ° ❑❑❑❑ z N o I cc Z o W N U) N n1 Z D CD o Vl _ u ,v . v V C/D, Y W 0 OQ a "- 0­72 DV) �N w — o � N Jim V m m W � ` e o m'•. ! = 5 481 � ti o w CID 0 o Z¢ U_ a E o zo w° � zo <� oa H ra O Q 00 0 K a ZN C:) L wo ¢ ww <� ro c o 30Y m g 0 zZ Z - D J Nm ¢� <W 2Z 02 z aZ O wLL Sao mF �- C) oLL =3 F �o J W w- �O IIIIIIIIIII' co 5 aF °3 `M = ` > M J ai rn m L f6 0 Al `W � •/ > T i•'� 120 W 2 O N T O • 0000 _� r 2 0) N N r E T T M O Z E 0 E a` ) m c a U Q 0 �r JOB NO: 20-0554 SCALE : AS NOTED SHEET NO. 3.1 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS r 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS --------------------- TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP.) 18' RIDGE VENT 12 5� 16'-7" OFFRIDGE VENT -4' OFFRIDGE -------------- EXTENDED OVERHANG TO BE CENTERED ON DOOR 12 5� =�- 6-0" ---------- --------- T.O.M. T------- HDR ------------------- I F.FL. REAR ELEVATION - B1. 4' RIDGE VENT 12 zz:::�5 ------------------------- ---------------------------- — TEXTURED P 2'-0" CEMENTITIOUS TEXTURED FINISH ON C.M.U. CEMENTITIOUS (TYP.) FINISH ON C.M.U. (TYP.) RIGHT ELEVATION - B1 General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWNG 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. t uric �ii,� `�`�\e��rrrrr�ti111 SROw a�eN 10 Q OF = U C1 J. F L O¢ca8.r �v O F z/f E S S 10 '/f0111jIIilt"00 \\ To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. H Q _E CD � 8 N v (A O O O J .0 CD N W LL Ll. ch A L N .2 C7 'NO --r * W W .)LLB �LLaa M � a W a Y a � Z 0 0 Z �C � mmSo W m o r- 2 E°'Or o Z LLW LL m—N ° a o _ NQMZ a U F- 3 _ M `- Z o o � o Z o Q Q M d N rnJ /, t/ M z a 0 Q) C9 o � w a M� a ID V) c E U 0° w m E O c� i = � 0 S� O C.0co J W Z M zo U_ fl - E �O Zo ¢ N Za U Q� °x O E X O O¢ o O U 0 d' aZ N z ado < ww W L a (6 - C: ❑ z U N O M m O Z W f:, N rO O� ¢ W W Q O W U a N w oW J w =� U J 0 0 <� 0 'o CD zo< ¢ a � oV 3 0 M = co J ui rn m f0 O nL \W QI..L. 0 O n CL U l O rw� _ m 2 T O ON O 0-) J oo 1� T� ..I.. 0± N N T i— r M o m E O Z @ d E U a r Q 0 c JOB NO: 20-0554 SCALE : AS NOTED SHEET NO. 3.2 VARIES 1'-10" 12' CAP CAP 2" ... 2" *NOTE: iv "`'� iv FOAM TO BE USED 1 RADIUS ONLY WHEN ^ 3 1/2" RADIUS 1/2" RADIUS REQUIRED BY =,N COMMUNITY n 3/4" RADIUS 4 1'-54" m,a N SPECS. IF NOT, ��� `y � C° DETAIL TO BE 1" 2" OPENING VARIES 2" # -f i\ 1„ 1„ BUILT W/ STUCCO. 1/2" RADIUS 1" 1" iv 1" 4" VARIES EDGE OF 1" OPENING VARIES 1 VARIES 0 22" 12, VARIES rTN 1 1/2" RADIUS 41„ 2„ 4" .�-4� 2 _ '�` 2 1/2" RADIUS 34 4 Cq - N cil-a oily � e t17 V' rIN CO MIS r rpp M VARIES 12 32 11" 32„ iv io �Tv �N 3" 2" 21" 1" 1" BASE BASE rTv 1„ 1„ '— 3„ 3„ 4 4 1,-8" 3" • CV 00 CV (V 12, o *NOTE: VARIES 8" 2" FOAM TO BE USED co 3„ ONLY WHEN REQUIRED BY �* 1'-6" � COMMUNITY 1" SPECS. IF NOT, dN 1" 1" OPENING VARIES 2" 1'-4" DETAIL TO BE 2„ 2„ C BUILT W/ STUCCO. L 2a • EDGE E5 � OPENING m 1-1/2" THICK 1-1/2" THICK To the best of the Engineer's knowledge, information and belief, i o the structural plans and specifications contained within these N drawings comply with the 2017 Florida Building Code - 4" 10" ch Residential 6th Edition. Engineer's signature and seal is only for v the structural engineering portions of the drawing pages bearing •v 1 p„ 6„ Engineer's signature and seal. 24' p cc cc M O Is N m J _ Id Q O Q N N 0. LL ILL J MN LO V d' O «M�a # W UL J 3 lL J CLn I U vi M 3 W W j a(L Y / N pia ZZ M Z 'o U) I W m 4„ 6„ fn (n W is o iv W W W gE�rn moo° 2 N 2" 4„ 3„ 2 2„ �N o a o > > Z °cai ❑❑❑❑ Q Q N Q M Z V J W 1 IL CIL MM 1-1/2" THICK 32' /� N C 2i„ z co 4 _ z °° v 2'-4" 0 52" 1'-5" 52„ 4 U) — i 54' 1'-4„ 3„ N z j00 IN r � Cn Y Cl_ o V a a ill12, - VARIES VARIES 0 V) c o m 3 (n v Q Q c'') _ 8 , m N > VARIES VARIES � n T _0 o � _ 1.0 r4l" 8„ - W 1 0 3�" Cl) z a Z CD 2 I� tJi Z. N E_ 6" 4" KEYSTONE F11 b KEYSTONE F11 o Q iv N. Q1 �D OPTIONAL OPTIONAL c 0 Z. o 06 co 0 00 C 00 _0. a c O a o a z 2 41C° Rg4r„ 3„ 3„ N g X [Z 4" GARAGE DR. OPENING 4" 3 4 4" WINDOW OPENING 4" 3„ L m0 y-+ c�N 2 4 N C o 'a Z 0 2 NOTE: N v a w • INSTALL OVER STONE, TYP, co J a a o p n U • FIN. TO HAVE TRADITIONAL � a Z VARIES a �g =�: U , • FOAM/ EPS MATERIAL IS , 3 A)0 ACCEPTED FINISH o O < Q> o L O CO �I a rz- NOTE: z ¢ 3 c • FIN. TO HAVE TRADITIONAL LOOK & 2'- 1 1 4 y M J i SMOOTH FINISH 2" • FOAM/ EPS MATERIAL IS ACCEPTED 14, 1 64 1L4, 2 1a , 2 4 53„ 1,-11> 3'_8„ 7„ N iv m Y c - / 1 " 101.1 4 10' / o oo c _ N c O 0 1„ = N m co 00 o N Ln 7 J 00 L0 N T N N T ai T r ; d Z' M o 00 0 M :3 T iii Z O CM M +- Z E O N � Nlc� CD N a U Q —u ado �l% 1" Rro- 1 JOB NO: 20-0554 SCALE : AS NOTED CD N - SHEET NO. GENERAL NOTES: M �I� d • 1.5 LBS DENSITY STYROFOAM m • POLYCOAT (HARD COAT) F 1 • ACRYLIC SAND FINISH v v 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 i?4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE +PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUST FAN Iry EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) VtKll-Y Mt I LK CH CHIMES (OPTIONAL) LOCATION WITH BUILDER PI3 PUSH BUTTON SWITCH (OPTIONAL) POWER CO. FEED INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94 200A INDOOR PANEL CENTER 1i14 copper to lights & outlets NEMA t 200 AMP 11 #12 copper to 20 amp ckts 10 #10.2 copper to WH 10 # 10.3 copper to Dryer METER MAIN O2/0 or 4/0 SER Alu 200 amp 150 amp 4 Bare Cu Ground CLAMP PER 250.50 AND 250,52 OF THE 2014 NEC. Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. } D9 PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CO CARBON MONOXIDE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) f a TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) Tq 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER _CL ELECTRIC PANEL DISCONNECT SWITCH �U� ROUGH -IN FOR OPT. CEILING FAN A IL CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G r J OPT. CEILING FAN A9 (1) PHONE LINE, (1) DATA PORT ELECTRICAL PLAN - ELEV-B1 SCALE: %4=V-0" ii 0 N 0 CV co CV 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. W a �� 10 v ( �Eco e] J J OM N r N 4t LL I � u_ Lu u_ tL d a C" > C aww= a � 0 z 13�rn-�p3 m a>o ix m o 0 tn� Wi'oo�CO W � E °' 6' ¢� 0 1 Z NQMZ 2 Q O 5 i U H _j W Ur M Z N O oo m ffq Z o Q v J M � N cry M W o f>3 u C/7 Y t.0 n 0 o a 0 V) � 8 N wta t'6 U m t,.t & ~ `2 E O 8 x U o iK c Cf) Q m t� Q rn rn �m CD O � M �< o Z J 'L_ E Q E ¢ WO � Q a Z <_ _ XO00 OO O Z4) N L a" a0 ¢o WZ cow � Z to �_ n� Z - C rn —� oO < Z QW z W 3 ii 0 ° U dZ U _� r O <¢ I¢ y° C' F U �M 0 = > (� _I ai rn m m W > � . "Cl" > T Q >` C:) C m Cal 2 T O ON +r O T� .L N N T r r E c T M o Z cc Z E o iri `u FL E• � U _j a .�. Q t7 C � JOB NO: 20-0554 SCALE : AS NOTED SHEET NO. 4 ATTIC VENTILATION CALCULATIONS - 131 JRB) 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 providedt Ventilation Ventilation (See Elev ) required needed r required soffit ffi by upper needed ventilators Main 22.00000 2.000000 Floor 2000 1920 274 960 69 480 0 606.0 330.0 276.0 (Zone 1) -NOTE" GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN - ELEV-Bl. 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. I � 3 r � JAty - J 4�:] p!6 r/py �.2it a44�� 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. � E� m W O N O v- V N 000 0)to m N r aL000 LL LL W LL L a s tN Q "1 w vi m La aa.. X 0 130 Cx < "a 0Woo Z -0(n°' a)o mmo in �E�� IIIW LLZ _joan V.@N d Q O U cvQc�Z U t— � Z U ❑❑❑❑ W Z N O � NQO O Z � Q W O d N rl tJ1 (6 z o W VJ (D _ "- f V rl 111 o n 1 0 Q O V) w t C O � y ws � o U a) w E2 E — O 4 zrs U o m C ®� sm r_ o CID w M M a o Z a g LL E f o � 14 Q ouj �oLL z Z0 oa co _ k O u UO ❑ Z U E 0 N t ao ¢o ¢Z a �� L 3 ¢ Z Y U ym m o Z QW Z r CL o z o a �w U o oz �k =3 � O CD �t w, za a O� �M 0 = M J m t0 L @ c� •i d. �\ Q O c a F— a) Co T O ON L0 r I 0) N -ON-,) r E 2: T T CY) O ccr Z E Q Z cc m a U 0 Q p C 0 JOB NO: 20-0554 SCALE : AS NOTED SHEET NO. 5 .G 0" L. 4'-2" 6 T-2$' 1, 2' 3'-0" y 1 A H BS3 TYP @ 1 STORY + U.N.O. .......... .................... .......... ................... M 7'-2s 2'-9" -118 N � LID1 I II II• It CIL \ , T _ o M I \ Y HVAC CHASE \ \ I II II: :.......: — 1v'I_l �J=`.— - I N 1} II `� 11 f I Ln BASED ON ��i t III 10'-10$" LOCATION ■' ........ o CJ HU CJ 04 CJ CJ Cl)I2'-6"x2-6"x1'-0" i T W/ (3) #5'S E.W. 17'-5$' 36'-NI" : : I TYP @ 1 .... ... ......... . . STORY U.N.O. Li •I • •I I S3 . ■ 3-1/2" MIN 3000 PSI CONIC. SLAB FO TOP OF CONC./ PAVER TO BE 4" ■ . HERNANDO COUNTY ONLY BELOW FIN. FLR, 3-1/2" MIN 2500 PSI CONIC SLAB OVER 6 $ 4'-g" , 1 PROVIDE Y2" x 9" N L 60 I -3 1/2" MIL VISQUEEN VAPOR BARRIER I I 16-11$" 8'-64" W/ ) # S E.. RECESS FOR FRT. DOOR W/ (3) #5'S E.W. ( SLOPE I S3 v N CO -3 1/2" — ■ o io in L I — — — — Fo - D.W. III CJ I Till I III ■ ' I III rr — -.1' H.i j "� K CC S3 CC S3 I co S3 STEPS AS I PROVIDE 1 Y2" RECESS `� 1 I II �� Illo I : ; o T o § REQUIRED PER FIELD FOR SGD. REFER TO j II L JI113 MASON'S SLOPE FOR I IY I T-42, T-12" I 5'-8" _0" X w Ch CONDITIONS WIDTH I IIII JIII� 4'-0" 25'-6" I I L = 20'-6' 6'-8" 1'-4" I x ` I i I EDGE OF SLAB 2" BEYOND WALL ( 2 #5 VERTICAL () BARS CV F I I KITCHEN ISLAND I K BUILDER TO PROVIDE J M I LOW WALLS S3 APPLIANCE PROTECTION I S3 CHASE TO I ; ; WHEN REQUIRED PER FBC ■: I — — — — �_ II _ ISLAND O zo = INDICATES FILLED CELL w/ 3000 PSI fi CJ I I —rCJ I co in A CONC. GROUT FROM FT. TO BEAM I T S3 W/ (1) #5 REBAR VERT ABOVE SLAB Cv TYP @ ALL PLACES SHOWN - I in TYP @ 1 STORY U.N.O. T I HOOKED FTG. DOWELS 5" EMBED W/ 25" EXT. ABOVE SLAB "GRADE 40 _ — _ y"y y ' — rr - — - `-' `-' — - - —~ — -- — I SLOPE �� I I -3 1/2" I CPT. WI OPT. D ■ 0'-01� I L — J t I VERTICAL 20'-101( J 4'-716' I I BARS (V I I— O S3 TYP @ 1 STORY U.N.O. S-8" L S-5$" L 2'-6$" L 6'-0" H.B. I+ Z-6" x 2'-6" x 1'-0" I W/ (3) #5'S E.W. 5'-2g" 7'-18" MINI 8'-0" FOUNDATION PLAN MONO - ELEV-B1 SCALE: %4'=1'-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 - - wco CONTROL JOINT DETAIL SCALE: 3/4" = V-0" -#5 CONTINUOUS REINF. SEE FND. FOR QUANTITY - #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. "Alternate: The reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" i`��•`�1?1¢0 W 'i' S E' ••, •�' N ON 0 ., F L 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. Ism / Q 8 to1 00 O � N � U it O r- O N J M N r- u� N LL LL n� at°D --� W LL LL N LL Q ) 22SS N M z a W W 7 mLL 55 ". U Z 13@29 Y v C) W .2tr00 N `- m m � o W LLM 2E91 �oaQ0 M Z N 0 0 0 0 NQrmZ U H Z U ❑00❑ W z N o z o J (7 d O N z o � 0 � V V� Y w 0 � a Ow N �o N f- c � N o � Rigw � U 0° m m E O 8 = L d L `� o ® 0 o CID w co C•J m ¢ o Z J U- ce E O E m �_ �' 'd N ?® c� <'z °� F b K O o�z , O U �z N i ao <o ww ¢za "'0 . rp - z < w O m U Z 3 Q W woo O 0 u U a yF o uj > ° CO d w 6 U 2 �M 0 = > M J ui rn L M 0 ^` \W � > 0 0 Q0 F— co 2 O N qzT N J T i NU-)N T E r � CV)z m Z r :3v; E O cc d E U a Q c JOB NO: 20-0554 SCALE : AS NOTED SHEET NO. 6 J Q O Q — — 1 1 1 1 ` 1 1 I1 11 Y ti U ✓, CJ3 CJ5 "I I Q Q X 00 Q Q. .. d _ Q ¢ ¢ r~i Q Q T Q 2 Q `�/ Q m m m m m m m I I I LF SIM GE1 _ FG1 18 D1 EJ7 V1 ( (2) 2x12 #2 SYP WD. BM. w/' FLITCH PLATE. BOTT. OF BI EJ7 SIMPSON HU410 w/ (18) TITEN I 1/4" x 2 3/4" & (10) 1Od NAILS EJ7 I EJ7 EJ7 EJ7 CJ5 CJ3 ti✓> CJ 1 I I II I EJ7 EJ7 EJ7 EJ7 0(2) EJ7V II I EJ7VA X OEJ7VA I�17-77 I F- Q 0(2) EJ7VA EJ7V EJ7V EJ7V EJ7V "I is EJ7V I EJ7V CJ5V CJ3V J V ,Z�A CJ A TYP C) 0 0 N 0 O N N 00 N 0 0 m 0 Z(2) C� r U U UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H HTT4 3610 3105 5/8" ANCH. /(18) 10dx1-1/2 HTT4 4215 5/8" ANCH. /(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 HD38 * 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 3 1/2" HUS26 2035/3400 -- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 -16d x 3 1/2" HUS28 2950/5090 -- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 990 860 14 - 10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 990 860 14 - 10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" 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) 1/4"x2-1/4" TITENS LUGT2 1550 1550 (16)10d NAILS AND (5) 1/4"x3"WEDGE BOLTS "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 590 555 12-10d x 1 1/2" HHCP2 680 570 (20)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 1 S5 DROP HIP DETAIL TYP. BM TO CO. CORNER 716" OSB 1. @ 6'-8" 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (6) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (8) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES, R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. REFER TO SG2A/ST3 FOR ADDITIONAL EMBED ANCHORS (A) OR 2 PLY ;ARRIER (A) SEE SHEET D-1 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-131 SCALE: %4"=1'-0" ,,e�,tlEiZ{�tEt�Pi'e%dplj - • N r Q) J �• O � Q � e UrEaS11 Wiremwk 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. N h v ro a 8 � "0 O N : pQ V MNN N mi LPL � 0 (n w "'�� �w a �w�� LU rr a>; as iro Z CLL a U) 0 x R■ W m A w o m oJ C N E m D m 01 c m W ? 2 E T �oa� N< co o U 0 J QcnZ _ V ❑❑❑❑ W z N o � o z o z J M d N � M z o N1 T' TS � V U V7 Y W o' n o a OW t/) c E o ro Rigw r- U co d o, T E o B �' •... = $' zl�.. U o g c U) Q o r.t1d rn .4 o M J w M M ¢ o0 z < W 0 0 E wo w° >N za CL o CJ <= K O O Q d p wz❑ w0 W 0 a Z cli 4 �j a% L r0 C _ C O z y Nm m 0 O O LL � v J ¢ QW z son rO CV �' o�° U a �W LU v �2 oz C:) Cd > O aF V z¢ °O� �M O = ` > M J ui rn m � \W ■= > �•� 0 C) C 0 Al m co v T 0 CN O J oo _) LO r 2 a� N N r N E �.•F v T T M z r E O Z Il U J Q C J JOB NO: 20-0554 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 1B/1T8F40 1B/1T 8RF400B/1T 8F321B/1T i FORM & GROUT SOLID d i. - W O #5 BAR CONT. 8F12-1 B/1 T O W" LINTEL DETAIL SCALE = N.T.S. I mliml i0 MOM Simi =E 11 F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 8F16— B/1T U a 00 tNOMINAL. QUANTITY OF L6 WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS c precast inters = 3500 psi. 2. f'c prestressed lintels = 6000 psi. 3. grouted per ASTM C476 f'g = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 wl minimum net area compressive strength = 1900 psi. 6. Rebar 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. x C7 w x Z O Z #5(1)REBAR TTOP ALTERNATE POWERS MIN..(1) REQ'D ° JCLEAR STEEL LINTEL G m q .M.U. #5 REBAR AT TOP e ° c MIN. (1) REQ'D ° Q 1-1/2" CLEAR a o ° D < GROUT J = Q E �n- D H " ° a 5 REBAR AT = U) U) U) d BOTTOM OF 0 Z w C6 LINTEL CAVITY Lu U r0 \ ` —BOTTOM 0¢UOZ REINFORCING ¢ ¢ 0 m r—` 7-5/8"ACTUAL PROVIDED IN LINTEL Z o w ,f, ul 0 IR D d NOMINAL WIDTH (VARIES) tb rn m m a Q p Q ° ° ASRND CA 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 4'-0" LL O 5'-10" LL O LINTEL PLAN - ELEV-B1 SCALE: %4"=1'-0" fill' fit, �Ni1111111 V 120 GJQ <; To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Flor da 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 Q Iq m 8 N co N 0 0 Lo 0 m (O O N N N V) LL M r 0 �s cp ILL LL a. a a �" aww� �mLL a�0 0 o o� ��M W o m O y 2 Q Z 2 E rn 2 a 0) 0—� N O Q fn zU0 NQc+�Z U oIL 000 W z � o z °D 0 Z o N %', n' M Z .c � o L w o OwN 0-,Ln C o � y U m allw 8 f =Is f U o • C N < o ®Q ti ro w M Cl) za o3 Q .J w E zo Wo Zo aN Q O E U a1 z® °w¢ N 6 Cl (no MO0. .0 8. H Z UO K a W Z 1116 N L W o ¢ M (n C o =Y U m 0 1, O1 Z- � G7 J y O 7� Q W <W N 00 1 o U Q LL a �w oZ I� O CO ' J 9 �� a F � ZW za �3 0 `M = ` > M J a; m L f6 cD .> d' O 2 O F— m _ � r o O U") J N r 2 a) ;6 N N Lo r r E M 0 M z c :3 r Occ �; z tl � U J Q � J JOB NO: 20-0554 SCALE : AS NOTED SHEET NO. 8 K C2 �e\ NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION, ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD, EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1. 3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ed. (2017) AND FLORIDA BUILDING CODE 6th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.12. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2,2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING, 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2. 4. 1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ad. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4. 1. 2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-I-P CONCRETE NOT EXPOSED: 1 y„ GROUT FILLED MASONRY: 1 4. 1. 7• WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4. 2. 1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 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 (318" MAXIMUM AGGREGATE) CONCRETE MIX WIND SPEED ULTIMATE ) 140 MPH WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR WIND SPEED (ALLOWABLE) 108 MPH ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED WIND EXPOSURE - C" (FBC-R R301 ) 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED, INTERNAL PRESSURE COEFFICIENT= +!- 0.18 ENCLOSED BLDG) 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : BUILDING CATEGORY = II 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" OF ALL EXTERIOR BUILDING CORNERS 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II WINDOWS AND DOORS NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL 140 MPH + 29,7 PSF / -39.6 PSF (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 90 +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 SHEATHING 15/32" EXP i OR 7/16" STRUCTURAL 1, IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE 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 MANUFACTURER SUBMIT SHOP DRAWINGS THE ENGINEER of RECORD. "DESIGN THE ATTENTION OF FLORIDA DESIGN SOLUTIONS INC. PRIOR TO THE COMMENCEMENT OF A IN E AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE 4.4.7. DESIGN, FABRICATE r SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE CONSTRUCTION. ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK NOTE: 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: „ �� 1 �� �� 1 �� FASTENING SHOULD BE TYPE W 1/ 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 / 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 NAIL DISTANCEFROM EDGE SHALL BE 3 THIS SHALL APPLY TO BOTH CEILING AND WALL GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 8rr . 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'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE ° ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4. 7. 3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4. 7. 5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ed. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including ail risers and spray heads shall not be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC-R R318.1.5 - C ncrete overpo r and mortar along the foundation perimeter must be removed be ore exterior soil treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. ��p�gZ111l1lI!!l!//� , Vs�,, O v /IV �CIV r-. 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 Z• � E S pip e� N g 4 _ 0 p 9 # J J 0 0) .N.MO1 �LLr ri LL a a N a Z-0U50) y M >2L w fn� w w a ai Y 6Wo0 OC W :°Q'c_ 'mono° mmo oq 0, a� W LL S E T �_oN o N Q coZ a 4 QCO j= a Z V ❑❑❑❑ W M � z N O O z " Q M (Z N tJ� M 0 al '�+ V% Y (a w n C) N w E N amok U M m w � 0 8 Iv _tea U 'o °N �m o Co � w Z � oo ¢a QE o F Z z® O L cca O E R. O¢ i jo V O< Z N z ¢o Q a rw L raz C _ C O Y 0 o zF Z W (n N 3 Q� oo � Q O LL z U N W U <o az F r3 O _ <F to a VV >M rn m L `0 0 ^' \W •= O CL 2 F_ �1 m 2 •7W� v r O T ..L N (N r 4)6 E �' c T T M N z = O E y � m c a U _j Q cc = JOB NO: 20-0554 SCALE : AS NOTED SHEET NO. SIN CORNER OF HOME GARAGE SIDE C3 w J m a ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ... + + + + + + + + + + + + + + + + + + + + + + -0" (TYP.)6'-0" 6'-0° + + z + + +++ ++ + + + + + + + + + +++ + + 4 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ +++ ++++++++ + 15/32" CDX PLYWOOD OR 7/16" OSB `—RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0,012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" orp 5000s 1.8/1.7 wood panels nel Two 3/4" wood panels or 2 x _ P 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap FILL CELL STD. 900 HOOK BOND BEAM SIMPSON MGT w/ (22)10d w_ NAILS TYP, �GIRDERTRUSS CONT, #5 BORHOOK T. #5 > I STD. 90° BAR F 2X TOP PLATE #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 Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRIG. WALL N.T.S. 1/8" min. }Small gap 2" min. 2" max. 4" max. 4 Clinch nails when \ possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVINGY8" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION-Birdsmouthcuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher than 15001b SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 pif max along load bearing wall. Load bearing wall must stack * over squash=20 blocks and Non -stacking walls wall or beam below.* require additional r consideration. Check �r local building code for appropriate 1l16 details in One 10d box areas=20 of high or--20 sinker lateral load. nail each side 10'-0" at bearing. TANK -LESS W/H H C G O O O 5'-0" a - STUB -OUT FOR 1'-O" o LO GAS METER O ' 0 - � U F 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-Y (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. F-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING BLOCKING PANEL, INTERIOR Boise Joist Blocking Vertical load transfer =1900 plf max. along bearing wall Use 3" (10d) nails at 6" o.c. Required on interior walls : for vertical load transfer Load bearing walls 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.* v/ Provide adequate bearing for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls Squash block --10d nails SECTION @INT. BRG. WALL require additional consideration.— 2x4 minimum) Bearing wall, Versa -Lam LVL or N.T.S. Glulam Beam NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch lid 7K or drill flanges 6�� A 1 z' ROUND HOLE MAY 6„ 6�. DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1%" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1%" 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. Web Stiffener Fastener Schedule Joist BearingLocation Series Depth ' End Intermediate BC15000s011-7/8" 9-1/2" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d BCI 6000s® BC16500s® 9-1/2" 11-7/8' 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s0 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 5/81 THRU BOLT T SIMPSC w/ (22) NAILS 1 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION AIN. EMBEDMENT SCHEDULEFOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. A A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) -I 11-11 =I 11-111 — Nail with 10-10d nails. TTT=f I ���- Install tight to top flange. SLEEVE THRU STEM ' a; SEE PLAN FOR :: a . • •, ° FOUNDATION INFO ° a' STEM FOUNDATION GRADE \ Filler block. REINF. SEE PLAN Nail with 10-10d nails. A Backer block required where top a 7111 mount hanger load exceeds 250 lbs. _ Install tight to top flange. -ITnA C4 I- 1I 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements st r",X,oi p depth I -JOISTS BUCKETS N.T.S. 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. �® LOCATION OF SECOND H10A SIMPSON H10A ° ° (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION d- v d I l I -I I I' I -I _II 5LI7=II 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4' 0" —\ CENETERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE a .. Z • c Zo � d 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 Aa. . a d a d tA . 'a a a SEE FND. PLN. SIZE & REINF. V�,�t 61��lif?d!'��' ��ASE•■ ��• IfUt Viitlil�t,t<10 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0r,� r co 8 �S W N r Co c0 °0 Co 0 0 0 CD ® M N N N coJ J Co LL LL �, M '16 J 3k W Lu U- LL 2 EL 0 N " a ui°'LL uw aawo 0 �c � 0 boo Z o X, m Q W ME°'O' A a co Z LL Z 0).. Z, p _,ocL0 K 0 rn 2 U 0 J Z 0 ❑❑❑❑ W Cn. a�pp Z N O z o Q n- N N z 0 � o � 1 , LL T C., a 0 V o a 0 o N N � v m LU = 0 8 zl�.. It 0 sm o co WZ M M 2 cos „- E zo QO Zo QN 0- O E u z °r 0 o< 0° S< O E O g p g0 Z a w �� <om� � - U hm o Z o" 0) J ¢� Qz �Z 3 Q 8 `O U a �w 6& s C:)w� aLL JW =3 .5 >° co <f °z a a OU 3 0 ( � o Y_ -�� T y n > cn N rn E f0 � ^L W ■_ > O Q C 0 O m cc o o � O Ln J+ CV T L{) od N N Ln T T a)M It T T 6 m T vi Z z E O E c a 0 ¢ o JOB NO : 20-0554 SCALE : AS NOTED SHEET NO. SN 1 FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP.) VARIES INSU 5/8" OR 1/2" HIGH—� STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN _j 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL V (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. _< T-6". (2) J @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd FITS 16d TOENAILS T & B FOR WALL HGT. > T-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 2x P.T. PLATE 1/4 DIA. X 31/4 TAPCONS @ 24 O/C & >_ @ 6" MAX FROM END OF 2 x PLATE (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH °o PITCH > 4:12 0 . ° . (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT -I I I= =1 m . yr—m FOR ROOF PITCH 4:12 OR LESS.D 1 o •PRE ENGINEERED WOOD _— TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @EACH T =1 11= � I =1 I E9 I I TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN, SEE ROOF WALL W/OUT UPLIFT rG G NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" SN1 ELEV. VARIES FOR ADDITIONAL SLAB S3 — — INFORMATION. ALUMINUM DRIP 5EDGE PEI �r " SS BOTTOM CHORD OR 2x4 #2 SPF TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2 HIGH STRENGTH TRU 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR / GYP. TYPE X @ BLOCKING @ 12 O.C. w/ (2)12d TOE NAILS BLOCKING @ 12 O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR %" GYP. TYPE @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE 1 SIMPSON SP1 w/ ABOVE) CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ S.P.F. DOUBLE ( ) TOP PLATE (10), 10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH 8"x8"x16" NOMINAL BLOCK WITH STUD BELOW TOP PLATE STUD BELOW 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12) 10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ 24" @ 3rd FITS FOR WALL HGT. > 8'-6". SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" SLAB & BLOCK 5/8"0 x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w! (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE `' ELEV. 0'-0" OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL A.F.F. O.C.) 2" x 6 W1.4 x W1.4 ATTACHMENTS 2rr 6 x 6 W1.4 x W1.4 ° a WWF OR FIBERMESH \ WWF OR FIBERMESH a ° d ° d ° 4. ELEV. 4-3 1/2" Z 31/2"MIN. 31/2"MIN. I A.F.F 2x4 CONT. wp 3°S 1/2"(min.4" �I—_—I— I f°I r r�1!2 ( tn.) e a rI1C° _ 4 4N C TTa m— I 1 (2 min. 4" ITa rIII DEPTH VARIES- 4 1 F: ` a ° O a '�—fT,-1— }T—fT 11Tf (2) #5 CONT. 4" � 1'—j-4" T 8°_ (2) #5 CONT. 4" 4' 8" U.N.O. MIN. U.N.O. MIN. GARAGE SLAB AT STEP rB TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @STEP rc SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=1'-0" S3 ens' EE SOFFIT 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C 10 M\,�aN,�o s SHEET LOAD BEARING OR INSULATION PER FBC AND ENERGY 8"x8"X16" KNOCK -OUT EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' NOTE: BLOCK W/ 1#5 CONT. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE SECTION C/S3 FOR FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION SEE CC/S3 OR c`t., LAYERS W/ TOTAL THICKNESS 7/8" OVER SIMPSON SP1 w/ 8" C.M.U. TYPICAL G/S3 FOR ANCHOR „ „ „ 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH, CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL (10)10d NAILS BOLT INFO. 5/8 x6 J BOLTS BOLT 3RD LAYER 1/8 THICK. K.O. BLOCK 24" O.C. VERT. OR (IF NO UP LIFT ON @ PLATE WASHER TYPICAL 2x P.T. PLATE TYPE "S" MORTAR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD *SIMPSON SP1 (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR SPACED EVENLY 2X PT PLATE #5 REINFORCING � BOLTS 6" MAX FROM FIBERMESH BAR a " w/ (10)10d NAILS - WEEP SCREED INSTALLED ARCHITECTURAL TYP. r 2x P.T. PLATE PER MFR INSTRUCTIONS o END OF 2 P PLATE FINISH ASSUMED FINISHED #3 OR #4 REINFORCING BAR LIJ � 1x2 PT WD FURRING @ 24" O.C. ' ' GRADE �, p ' z_ #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a 1 #5 VERT. 1N FILL ° D FINISH GRADE °O [ ] [GRADE 60 MIN. Fy= 60ksi] a — — - �. 25" MIN. LAP 30" MIN. LAP < TI I 1—III—I 1/2' GYPSUM WALLBOARD O MONO OR STEMWALL ° "' I I —_ CELLS (SEE FOOTING MONO SHOWN P I (�=I - uj U.N.O. o p °o Qo ao w — FOUNDATION PLAN FOR CLARITY D 6 MIL VAPOR BARRIER i I11 111 e ° = I =_ R 1 7/8" U' FOR LOCATIONS p o �, I II�-I�—Ut. TT #5 REINFORCING BAR I I-III-III-III-111=III=1 I -- z ITI=T ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING %12"N.O. 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) ._ E 6x6W1.4xW1.4 WWF OR FIBERMESH - v =Tj=�=1 I f- o I III—Tr—IIT ' r 1x4 P.T. BASE NAILER D ° ° III=1 I=1=1 1=III=1 11= ?L4 1-1�� i ITTi 1 i T #5 LAP SPLICE (2) #5 CONT. fff,Tl 1,� 1I I I ICI I I, , I 4"x4" INSPECTION NOTE: D >, =I 11=1 I I=111=111=111-11 2 . .0 . I — 1 °1 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL g—I—I I —III —III —I 1- N *FOR BEARING WALL .— = = = = 1=1 W/ UPLIFT ONLY — — —_— — COMP. SOIL. (COMPACTED TO — 95% MODIFIED PROCTOR ASTM r MIN. 2500 PSI CONC. SLAB AT GARAGE CONTRACTOR III=1=1 1=111=1 1=1 1=111=1 1=111=111=1 1=1 1=1 1=111=1 1 —_ I— D1557) MIN PSI MAY VARY PER M U) TO CUT BLOCK OR POUR _ _ _ _ _ _ _ _ _ _ _ =1 =111-1 11=1 1=1 1=1 1=1 1=1 1=1 1=111=1 1=1 1=1 1=1 1-1 "—1 1—III- I 4" 1'_4° MUNICIPALITY. CONCRETE SLAB W/6X6 W1 4XW1 4 WWF OR a - CURB DUE TO SLOPE NOTE:EXTEND _ -1 I „ 1 II II 1 =� I I FI I FRAME WALL TO C.M.U. WALL CONNECTION rD� TYPICAL EXTERIOR FRAME WALL FOOTING "FIBERMESH" FINISH 4" to 6" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. , L r L °,00 I 6x6W1.4xW1.4 ° 00 31/2" WWF OR FIBERMESH 6 MIL VAPOR I I . r BARRIER —1t ; D 4 1=11 = = z �— III g min. 4" , C =II P � 1= - . a COMP SOIL ° 1 °O — — — — — — — (COMPACTED TO 95%I MODIFIED PROCTOR M I I11=1I I— Tf ASTM D1557) (2) #5 REBAR CONT._/3" MIN. CLR. ON 3" CHAIRS TYP. 1'-4" (1 STORY) STD. 90 HOOK (SEE U.N.O. 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION A SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS O.H.D. RECESS � z ^M +..� T—r SEE A/S3 OR J/S6 'j"j�r I IEll FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SCALE: 3/4"=V-0" ••�•GR�A�DE�-� •� 11-1 1 i1 1 1 ri1 1 1-T ) #5 REBAR w/ OPT. {REEK ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS CV � M a t r71 . ;+. ' 4� 1 I 00 11 I 1 I A. =1 1- SEE A/S3 OR J/S6 - —IT � II —I- H 11 FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. Zx 1/2" GYP. BD. 2>, HOLD GYP. BD. 1/2" FROM SLAB 0 01, J CONT. BEAD SEALANT V a .a •• �. a Q d INTERIOR I• .r CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB _ m c 00 - N a M 6 MIL VAPOR _ —I '� BARRIER �I I ICI I I� I 11 11 I =' ' ILI 1 11 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 8" 1'4" 8" Azx (TYP.) 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF" WALL W/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO - ° SEE PLAN FOR TOP OF BEAM & LAYOUT DESIGN M SEE ROOF PLAN ;o - a'. ° C M (2) HTS20 FOR STRUCTURAL - d 1, r,=r r 1 BEAM SIZE & N ' LI CONNECTION INFO M = I ° 8 I — — 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 — fill 8"_ z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w 0 SCHEDULE E SEE TYP. WALL SECTION FOR ADDITIONAL j w 6x6 P.T. #2 SYP SLAB INFORMATION. J o w ABU66 SLAB STEP & RECESS S.G.D. rM Cn SCALE:3/4"=1'-0" �,S3_) 2X STUDS @ 24" O.C. U.N.O. SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" MASONRY WALL AND GARAGE COLUMN TO PORCH SILL O.C. PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL --, W/ DR SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD d INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. ON FLOOR PLAN SIZE VARIES PER PLAN M CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS 0 GRADE_ _ a �., FILLED SOLID (SEE PLAN FOR ` 6 x 6 W1.4 x W1.4 `1 SIZE AND REINFORCEMENT) C7 1= ° ° • = = ==1 = r WWF OR FIBERMESH M Z t=— w =p (=1 = =1 = = w • - - • . 11 r SFOOTING I—' BEYOND PAD • • r�i�i�r�r�r r r r r r r r r r rCLEARANCE AA EE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH CONC. PAD INFO. SEE SCHEDULE TAPERED .N`'N4' �i y- 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 8 cO Q 200 coo, N (O V O 0) ('' N N 4 (0N LL * M N M N =_ a te LL LL!aa @8 �y w zyCoo 6 C.: O m m O 0 N t O m� Z LLWEarn OI :g N p o °- R' 0 rn 2 N < M Z < 00 z V ❑❑❑❑ W N M �o _ o z a d N N C, z C� o +� u, Y o �U d n 0 _ w o o Co� U w � a.. E o = 8 U o m c AU) ¢ 0 ®0 14 o w MZ M 0 —' L.L Q E E Za p 0 >oN a N Z® oa 6 o XU Q 0 �U p O G Nao 2 <o cow a ro ::, C - zQ 0U m� �o o, z (3)� w z 3 oa ao Q 3 -w V 3 tt0 a� =H �3 o W¢ c� io NJ C.0 ct zl¢ a OU 0 `M = >M m `U 0 ^L` W Q CO I—' m = v N qqt r O T M N N Ln r ai w v M o E m 'c :3T rri Z Z E O NCU m a E " U CU m Q 0 � JOB NO : 20-0554 SCALE : AS NOTED SHEET NO. S3 (MONO) I it I I'. i I, i ,6 II IiI�JI l�! ,I l i p .;a i i' l dl I .:I lb s- I 1 1 r i' l 1 m LO v LO 0 J LO ca I 0 i J m 0 .Q z 0 C ) 0 I N 7 i 3 O N N a F2 N E 0 v c J N 17 0 E C U to U O d U .o a z y Y i 0 v 0 J r7 0 00 0 O 0 0 0 0 CD v N (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION - CONNECTION SCREW OFF CAP (3" DIA.)—� 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 7 5/8" 8" 7 518" 8" SOLID AREAS ARE ❑ 7 5/8" 8" DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK ❑ STEEL AND GROUT ❑ ❑ PLATE EVENLY WALL IS 1 1/2" MAXIMUM HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR ❑ ❑ ❑ FACE OF BLOCK WALL IS 21/4" J TO DRAIN DOOR OPENING DOOR OPENING LW 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1)10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL ri SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYp) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12) 10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER + + STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SPi w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX :—J// — W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT/I — 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) -ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. ❑ ❑EXTERIOR � ❑ WALL CLEAN -OUT A WALL ❑ ❑ ❑ SCALE: N.T.S. S4 ❑ ❑ 1 ST COARSE 2ND COARSE 3RD COARSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT D S4 SCALE: N.T.S. S4 KNOCK -OUT BLOCK NOTCH LINTEL WHERE REQUIRED ] W! (1} #5 FOR CONCRETE PLACEMENT / d a a 11 11d a � a 4 d O g�� 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: 10 FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. 0 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. G S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR SCRAP MATERIAL BLOCK WALL ABOVE. J J r- W 0 FORM CREATES CONCRETE RECESS TO 2x4 (NO M.) 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 MOUNTING BASE SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. d d a a a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. SFFp OOw 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 STEELAND GROUT FULL 8x8x16 BLOCK DOOR OPENING —CL 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 aARAGE IOOR -WWI i rwn W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1' - 4' 1 (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER (2) 2x HEADER SEE PLAN • INTERIOR HEADER: 54 (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 1 112" EACH SIDE 2x STUDS TYP. 00 # SIMPSON HTT4 TYP. Op OR U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. S4 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/Si FOR ADDITIONAL DETAILS RECESS LINTEL d 12 SEE ELEV. SIM SON SP2 w/ (12) 10d NAIL AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED BOUNDARIES 6" O/C EDGES & 8" BLOCKING (T ) O/C FIELD 2X4 PT STUDS @ 16" O.C. / (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS SIMPSON HETA20 w/ (8) 10dxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MAIN SPAN MOISTURE BARRIER ROOF TRUSS �/ UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 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 l_,� NAILS TOTAL) EA. SIDE OF 48„ SPLICE STAGGERED /Lj�N ATTACH ALL J 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 C SIMPSON SP4 SP2 P.T. ATE TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL a SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SPi SIMPSON SIMPSON SP4 / SP4 NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SPi SIMPSON SP4 TRUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS 'BLOCKING @ EACH END w U 2x TOP PLATE \\!2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° o ° HTT4 w/ (18)10d NAILS (3610# SPF) ° o HTT5 wl (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)1/4" x 2112" 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 p • 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 O 2X8 P.T. BOTTOM P ATE 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 " a 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) -(2) 16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING o o BEYOND. A - - - - - - - PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" 0/C EDGES C E SHEATHING & 8" O/C FIELD 54 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY--5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 518" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. S4 ol- .. d a ' C, -JIL O J ca aa''a FLO � aaaa 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 Gth Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. ' W / o 10 IT N CO N 4t (� O O O c) C-,CV '� LL u.. # 0 2 M N tl! 0 M w � U) r a w w v W'ia M a� O m O oti(O m 2 W z IL 2 ETa) o a Q0 N<coz z U05g O U ❑❑❑❑ W z � o zo J M M N z 2 o (6 aV V) Y ,,, o o a a 0 �N L.r � o � � v m "U m e 8 I 3o i14 coco w Z cM co z O Z Q U_ a E o w Z� oa z00 U W� FCU M &¢ S< z CZ)�z N 9L_ o Qo wz r� (6 �n r 11 yo m� O z� C <'° o ¢w Z zzo g O V o�a K 0 NW =H L) ¢o a Fr 1.3 O w¢ }O CC)a o. Z¢ o� Uri 0 `M = a) > co a� rn L ca W � �> It > O n, mcc v O T N J Lo 2 W N Lo r T N T__ 1 - M o N z i- E O i(i z a E .. U v M Q 0 c JOB NO : 20-0554 SCALE : AS NOTED SHEET NO. S4 r'il,.idl'_ICi�tillt I�,I�I.aN � ri,,d !6 �— i _ l III', I � I :_ IL• � SIMPSON HGAMV W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (� 1/4"x2 3/4" TITEN TO CMU SEE STRUCTURAL NOTES AND BACKNAIL W/ (2) 16d NAILS BACKNAIL w/ (2)16d NAILS 7\SIMPSON H10A w/ (18) SIMPSON SP4 w/ (6) 10d x NAILING SCHEDULE FOR TOENAIL W/ (2) 16d NAILS SIMPSON H10A w/ (18) �� �� 10d x 1 12" AT EA. �� 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. 2x4 SEE STRUCTURAL NOTES 1 12 AT EA STUD (USE BACKNAIL w/ (2)16d NAILS SIMPSON H1 OA w/ (18) SHEATHING DETAIL OUTLOOKER OUTLOOKER S06 FOR 2 6 WALL USE " @ 24" O.C. NAILING SCHEDULE FOR OUTLOOKER @ ANU 24" O.C. TOP CHORD SHEATHING DETAIL DETAIL FOR SHEATHING TAIL BLOCKING FOR FIRST FOUR 14 M ROWS OF 45° ± 24 MAX' TOP CORD BLOCKING 45°± lX'2X4 CONT"L" BRACE TOP CORD BLOCKING TRUSSES @ SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2) 10d 3" FOR FIRST FOUR ROWS EDGES OF 2x4 CROSS 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 @ 8'-0" 0/C. EXTEND AT LEAST 90% OF MAX. & (2)10d TOE NAILS @ AT LEAST 90% OF WEB 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EA. END @ 48" O.C. •' LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT H2.5A w/ (10) 8d SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROMLSIMPSON FROM LEDGER TO 7/16" OSB SHEATHING & (2)10d TOE NAILS @ •' BLOCKING ATTACHED WI 10d EA. END NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 10dX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS 10d NAILS 6" O.C. Iti "T" INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ @ EDGES AND 12" O.C. FIELD 2x4 PANEL BLOCKING @ 2x4 ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) �• O.C. FOR THE FIRST (4) FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL � NOTCH "L"BRACE HERE ROWS OF TRUSSES FRO @ 48" O.C. MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED EA. END TYP. TOP & BOTTOM ATTACHED w/ (2 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. 16d TOENAILS PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 10dx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" 1 EMBEDMENT IN KO BLOCK GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x21/4" SCALE: N.T.S. S5 SCALE: N.T.S. Sj TITEN ON OUTSIDE BACKNAIL W/ 2 16d NAILS SIMPSON H10A w/ (18) x SEE STRUCTURAL NOTES 10d x 1 12 Al EA. SP8 FOR 2x8 WALL) AND NAILING SCHEDULE OUTLOOKER 2x4 OUTLOOKER FOR SHEATHIN DETAIL F@ 24" O/C 2x4 OUTLOOKER @ 24" TOP CORD O.C. (OPTIONAL - SEE 4" MAX. BLOCKING FOR ELEVATIONS) FIRST FOUR ROWS DOUBLE TOP PLATE OF TRUSSES @ 2x4 CROSS BRACE APPROX. 8" 2"x4" CROSS BRACE 24" MAX. EDGES OF FROM RIDGE FASTENED AT APPROX. 8" FROM SHEATHING TYP. EACH JOINT W/ (2)10d & (2)10d RIDGE FASTENED AT "L" BRACE TO EXTEND TOE NAILS @ EA. END EACH JOINT W/ AT LEAST 90% OF WEB 10d & (2) 10d TOEE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2)16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD (2)16d NAILS BOTTOM ATTACHED 48" 2x BLOCKING W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH M 2x4 "T" ON TOP OF PANEL SIMPSON HGAI OKT w/ (4)1/4"xi 1/2" 10dx3" @ 4" O/C BLOCKING, FASTEN WITH SDS SCREWS TO TRUSS & (4)1/4"x3" 10dx3" @ 4" 0/C SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 wl (12)10d 2x 4 LEDGER MATCH BOTTOM NAILS AT EACH STUD ( DBL. TOP PLATE CHORD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 77 ( ) 10d x 1 12" AT EA. 2x4 OUTLOOKER REFER TO DETAIL J N CV SEE STRUCTURAL OUTLOOKER @ 24" 0/C ON SHEET S5 FOR r X-BRACING, AND TOP T M x NOTES AND NAILING TOP CORD CHORD BLOCKING N SCHEDULE FOR BLOCKING FOR INFORMATION 00 SHEATHING DETAIL FIRST FOUR ROWS T7� OF TRUSSES @ 1 1 1/ 2"x4" CROSS BRACE 24" MAX. EDGES OF WOOD TRUSSES APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND 2X4 RAT RUN BRACING EACH JOINT W/ (2) AT LEAST 90% OF WEB AT 24" O.C. ON TOP OF 1 1 2 1 1 2 x 10d & (2)10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 NAILS @ EA. END TRUSS SPANS GABLTRUSS E ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING OS CDX PLYWOOD OR 7/16" AT EA. TRUSS JOINT � r rr @ 48" 0/C FOR THE (2)16d NAILS OSB SHEATHING ATTACHED (2) 2' x 4' LAMINATIONS W/ (1) ROW (3) 2 x 4'r LAMINATIONS W/ (1) ROW (3) 2' x 6 LAMINATIONS W/ (2) ROWS OF FIRST (4) ROWS OF W/ 10d NAILS @ 6 O.C. 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. E ES AND 12" O.C. FIELD O/C w/ (2) 16d (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL TOENAILS @ EA. END NOTES: END TYP. TOP & JACK TRUSS BOTTOM ATTACHED SEE PLAN FOR 11 ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS CONNECTION MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY 2x4 ) BLOCKING, OF PANEL G, FASTEN WITH 2x4 BLOCKING W/ 10dx3" @ 4" O/C (2)12d TOENAILS EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON —LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF F D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0" TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS (**8 SECTION g ADDITIONAL INFORMATION. S5 SCALE: N.T.S. S5 SCALE: N.T.S. S5 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)10d PER JOINT IINIMUM 2x OVERLAP TRUSS BRACING :ROSS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP 3EE PLAN FOR WOOD TRUSSES OCATIONS) 10dx3" O/C @ 2"x4" TOENAIL 6" O/C RUNNERS W/ (2) 16d TYPICAL (2) 16d PER NAILS IT MAX JOINT L- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL ALTERNATE NON —DROP GABLE END DETAIL SCALE: N.T.S. SCALE: N.T.S. S5 1 GABLE TRUSS "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 S5 I ° a �� a . .. II 'F �� ` a ° ]I - \ e a 11 e II ° ° a a - II:- ° ` a 11 a ° . l ° ° °II a a . , II a 11, a CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. `MINIMUM (2)16d PER JOINT \—MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL rM SCALE: N.T.S. S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) a GABLE END BRACING DETAIL 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)10d WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) LU BRACING w/(3) 10d x 3 AT = • EACH CONN. @ 24" O/C SIMPSON HGAM10KTA w/ (4) MOISTURE BARRIER 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" BOND BEAM TITEN TO CMU MASONRY WALL 0.\ 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C— TYPICAL P-1 GABLE TRUSS WEB —/ SINGLE "L" BRACING DETAIL/ 6 SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE 7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 -i I CONTINUOUS BOTTOM CHORD BRACING 2X4 MIN. U — — — — — — — — LU 0 o O r W CD LU 0 0 v Q 0 w Q o � O O T X -I o T d ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. NON —LOAD BEARING LOCATIO (UNEVEN CLG.) SCALE: N.T.S. ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N 0.) "L" BRACE 24" 0'0" - T-0" T-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"l 1/2" SDS SCREWS TO TRUSS & (4) 1/4"l SDS SCREWS TO PLATES (TYP.) /--GABLE TRUSS STUDS @ 16" O.C. SIMPSON SP2 w/ (12) 10d NAILS AT EACH SCALE: 3/4"=1'-0° STUD MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION 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)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION lEdFP9�OP�®Bi oa.�aZy8�i�1 O Vlf,� ���,, �v GOON o .,• F L ore 0,0 f�/�dll11311161��� 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 beadng Engineer's signature and seal. N F 99 00 _ W E ro l" Co N N �# Q Flo 0 0 0 J J MC nN SoLLLL �_ �, , M a Z LL u � MN � W U � � min a Lau W 0 ��0) Zre C) �Yo W. sj W Z IL 2Ec' oa-2 N Q M Z Q 0 7 9 (9U F- � z 0 ❑❑❑❑ W Ur M N z o .'o z Q M d N N M Z m C r� O V ,y V W O d ,t) v I of: o � N o ws w 1--- 2 U o N C `n N 0 sm o w M Cl) z o Z LJL z o � 0 a� sZ E �- wj z® oa CU x� U UU 0U O E N a � z ¢o X az W� Y 0 ' '<w Zz 2U U a F oz =� o w� >0 x GO a a c M _ > C'7 ui L 10 0 n, >W 0) •- > i-� O 32 o = CD W = O N r y N N r N r r M Z T E Z m io a E U 0 m JOB NO: 20-0554 SCALE : AS NOTED SHEET NO. S5 tl. W W z 1 -r II-"1^iT—Tr I - - 7 - - j - - - M 0 0 0 N 0 O CL N N 0 0 m 0 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL UNACCEPTABLE INSTALLTION " , DOOR JAMB (REFER 70 PRODUCT P•T• TO PRODUCT TO PRODUCT PROPER INSTALLATION MAx. 8 DO NOT DO THIS 2"x BOT. PLATE W/ (2) 10d @ 6" O.C.. APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1 X 4 #5 REBAR YP, ) `O.00D DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d 4" 1x4 P.T. 3-1/4" LONG X 3l16"� FURRING „ 3/16 X 3 LONG FURRING (2) ROWS 3/16" x 3-1/2" FURRING #5 REBAR ` ' AND NAILED W/ d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD D O.C., 2 ROWS STAGGERED INTO TTAGGER TAPCON @ 16" O.C. & 4" STAGGERED @ 16" 2X8 (TYP,) BLOCK@ BLOCK@ SPACING „ 1 DETAIL 1x8 P.T. FROM EACH END w/ MIN. O.C. 2-ROWS 2" EDGE DIST. ATTACH 1X8 2x BAND JOIST W/ 10d JOIST PER MANUFACTURE ROU MASONRY THROUGH 1-1 /2" DETAIL 1x8 w/ (2) ROWS 8d NALS 3 ++ DETAIL `STD. STD. 90" -40 � 90° HOOK (TYP.) FACE NAIL @TOP & TTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. BFILL OTH CELLS BOTH CELLS HOOK (TYP,) FACE NAILS 10d @TRUSS VERT. WEB 6" x 3 -1/2" PCON @ 16" DOOR JAMB (REFER 1x4 P.T. TO PRODUCT METAL SEAT PLATE & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL NOTE: . END W/ MIN APPROVAL FOR CONN. TO PRODUCT 1x4 LAP SHEATHING TO DOOR JAMB REFERCH TO PRODUCT EDGE DIST. 4N. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" � � BOTTOM OF BAND JOIST TYPICAL APPROVAL FOR CO (2) ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH 1x4 — — -- —I TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ FURRING ' +2 NOTC @FIRST COURSE SIMPSON HGAMIOKTA @ 12" O.C. w/ (4)1/4x1 1/2" SIDS SCREWS .T. AS REQ'D MIN.2" EDGE DIST. (2) ROWS 10dx3" 2x8 I ` INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.C. 3-1 /411 DETAIL +5^ NOTCH WEB AT THE ' FIRST 2 COURSES ` L BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGSrcC FOUNDATIONP AN _E FILLED CELL INSTALLATIONKH RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A =1610 10 #FOR 2 STRAPS FILL 1st 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX • r SOLID W/GROUT x 7-0" 8" 1 PLY PRE-ENGINEERED TRUSS a 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS ° 1/2" DRYWALL * SCREWS & (5)1/4" x 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 11/r' 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 INSTRUCTIONS. ' ; • SCRIBE NOTCH (NOTCH) BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3)10d NAILS. AT` EA. END RETROFIT TRUSS DETAIL OVERHANG --..g ° CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH 4 MIN. OF BRACE INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2 -6 FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH , „ IF TRUSSES USED) W/ (3) #6 X 4/� WOOD DOUBLE 2X4 SCAB FOR 2'-6" TO 4 -O O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL / X (2)10d NAILS @ 8" O.C. ARCH DETAIL J 4 MAX. RAD. USE (1) SIMPSON 1/2 HD TITEN (CENTERED) w/ TO TRUSS TOP CHORD OVFR�AM MIN. 4" EMBEDMENT AT 16" O,C. `� NOT 11 r 1—O 5 —O„ SCALE: N.T.S. SS 12 + + PLYWOOD SHEATHING h JACK TRUSS PROVIDED BY TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24 O.C. + + + -INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION BLOCKING AS + + ° '�- WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED >. ° •: a '� 1/4" MAX EMBEDMENT INTO PER NAILING SCHEDULE ALL TO SUPPORT TRUSS ° ° #5 BAR `. BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 2'-0„ 8„ (5)12d NAILS SIMPSON + + SOFFIT + . e . o' .1•0„ p ° p e ° . CENTERED W/ 9 H 1 X 4 FURRING BLKG. &BUCK I \:�� 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS 2X4 SYP r ®. EACH TRUSS > • . ° °� IN TOP o > Ig .' ' KNOCKOUT / i"4 ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE B 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ . CONNECTOR 11.1 - { d MONO FOOTING _ --'--- (3) SIZE AND REINF, PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY SEE LINTEL SCHED. AND SECTION DETAILS -I . LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 16 CLEAN FILL ° • ° 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. tENTER SO IT .> DIRT 6 z TO BE INSTALLED J BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL ° ° STANDARD SCRIBE (NOTCH) BACKSIDE 7/16OSB ARCH PANEL " 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION o 90' HOOK #5 BAR IN TO FIT ARCH CONNECT W/ START OF ARC IF TRUSSES USED) W/ (2) #6 X 4Ya" WOOD FOR OVER HANG FILLED CELL• •" �, �. 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") , , o , . o , • INSTALL WDW SCREW BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" •: 'I •. `, •' •. o • •. •.. ',, •. ' e, s• ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 O.C. PER INSTALLATION DETAILS B—B ARCH DETAIL K SECTION @ ENTRY L SECTION @ROOF EXTENSION j� STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" = V-0" SS SCALE: 3/4" = V-0" Qs_") SECTION DETAILS SCALE: 3/4" = V-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR SIMPSON HTT4 w/ (18) 10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2" ) BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION 1/2" NAILS TO STUDS & (1) - E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS PER ANCHOR 9 ga. PANEL ) (1) #5 BARS CONT. OCCURS 5/8" DIA. ALL THREAD ROD "SET" z #5x6' EMBEDDED INTO EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. THE SAME SPACING ( REINFORCING TOP WITH MIN. 3" EPDXIED w/ SIMPSON a O SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER COVER g_p� F F EPDXY MIN. 6" EMBEDMENT & ` FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE ) EXPANSION STRIP 3' MIN. EDGE DISTANCE L NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT 1S NECESSARY TO USE MORE ° o THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL o ; u LU n A REINFORCING AS FOLLOWS: �= ¢ V5 1 * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT T 419�� g° ° _I=�—I I I (�I - = S #5x6' EMBEDDED INTO * PRESS PANEL REINFORCING INTO PLACE. —II h v Z * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL MIN. LAP SPLICE W/ REINFORCING PANEL R o ° I ¢ EXISTING FOOTING (2) #5x6` IN CONC. I I=i N FILLED CELL SMOOTH. DO NO FURROW. D.° —II F DRILL 3/4"x5" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT T�=III- GRADE o, " I —I I r SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6' MIN. LAP p El G) SET SUCCEEDING COURSE OF BLOCKS, SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE `V REMAIN FREE OF MORTAR. NOTE: `l) H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r g • u ` TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° a 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ' (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. 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. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4" = V-0" SCALE: 3/4" = T-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. t LD i BBB t Q eJ� 0GN s f�N 0 F E S 10"All, a\ S '�'®rrar��►Isat�►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 Bth Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W 9 v $ r�pp � W ®y N N # # D O O M E? (O J J N -, N a1 - �� u_ LL a a �rnM� w �� auo Z i 0 C�, C) C O N Q' m C 0 2EcPrn �oa� _9 "r Q M z U 0 J LLW Z O0 ❑❑❑❑ W z M a V V) c �o N N o V m rn 0 � 8 ig �w w qj v o < m C J w M M ¢ o z < U_ Q E.- o zo W O z Zo QN Z® oa ca F� CL d E oa d 00 �o U z arw N ..4.�. L ao ¢ , ro 0 r0 C: U N O O (Y Z Q W fii 9 �� Z ZO U a nw dE �- o O JW wQ =3 'o ar 10 zl¢ O0 3 >M ai m 2 L cc O C0 m � O C:) �vT, r �-+ C L{) LI) J CV 00 r Ln T N N T 6 E M o z _ ' O N E M a E d w 0 J Q 0 C J JOB NO: 20-0554 SCALE : AS NOTED SHEET NO. SS CROSS BRACING DETAIL (TYP.)r1 SCALE:NTS TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP TRUSS BLOCKING DETAILS TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH :3 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. TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VNE 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 WOOD TRUSS SEE ROOF PLAN SHEATHING fi 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS HIP G.T (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC.MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING 3 SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT Ak VARIES 2X4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d TOENAILS TO TOP PLATE & (2) 12d END — NAILS TO TRUSS BOTTOM CHORD - ROOF SHEATHING ATTACHED PER NAILING SCHEDULE COMMON TRUSSES. SEE TRUSS PLAN FOR CONNECTION INFORMATION. VARIES 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 Fv W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE 16" O.C. MAX. INFO. SECTION--@ ENTRY K8 SCALE:NTS SIMPSON LSTA18 w/ (12) 1 Od NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHEF SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INFt SCALE:NTS 31MPSON HUC410 w/ 6d INTO HEADER & ( Od INTO BEAM - SEE 2001` PLAN FOR MOI FIFO SEE FLOOR PLAN FOR (2) 2x8 #2 SYP w, O.S.B. FLITCH PI TOP @ TRUSS E 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 1 112" 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 d_b RAISED ENTRY MASONRY WALL r4 SCALE:NTS SEE PLAN FOR CANT. 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 INDICATED ON BM. CONNECTION INFO r'11")T 1 r1 A I !'% OPTION A SCHEDULE/PLAN OPTION B COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED CORNER SEE FOUNDATION PLAN FOR MORE INFO 5" �X 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 FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE: NTS SCALE: 3/4"=V-0" SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. TRUSS 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM �►.� BM. SPLICE OVER �� CENTER OF POST POU FBI DO 8d NAILS AT 4" O.C. 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 ea (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 rj_2� 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 ATTACHED PER NAILING SCHEDULE 2x SPF #2 11 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KN EEWALL @ 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 I lr�� FOR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. SIMPSON LUS26 w/ (8) 10d NAILS OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 41/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF g SCALE:NTS LOW ROOFIWALL SHEATHING ATTACHED PER NAILING SCHEDULE 0 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/--/ L (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 lrrru��� 1�_.�t`��eeoe►�I W FLo `'�r �� •''•••.....••Nr� ' OFESSIQ \tea To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Flodda Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a� co 0) .4 0 0_ CQo8 J LL MN� N oND 0 5---. LL w a 0- (a �i I - -i= Ei� as iro 0 Z � L z 0 o mm0 W W coon ° 2 E 1 rn ¢oa0 7• co 0) ¢ O N Q co z Z ° U ❑❑❑❑ W c' N z o S z � N 13 M z QXw U o � 0 to o �Ln = N ra � o U C° w m 0 8 =� = o U g C go N Q 0 e o0 o w M _J o i w Z IL Q E o w� w o Zo ca a= — O Ko0 o< a� wo UO U o� �a wz L o <o �� ro Cn C oY m� O z, U) Q 3 wLL ow az CD JW 7r �O co co �< aF °� J `M >M a� m L f0 a ■>a) d' x > O C CO W 2 O Ln L j') J N oo r LO r 2 N N r M o M Z EO a m a E 0 c� -0o JOB NO: 20-0554 SCALE : AS NOTED SHEET NO. D1 I - I �- I —I II I - - -- I I; �._tliJ1. Ill . t;�..:,a. a �i _'�IV"�:. II �i-- 1� J I I I: II 1 FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE TEMPORARILY SECURE BARRIER i_SLOPE - WINDOW UNIT WEATHER DOOR ROUGH OPENING FLASHING REQUIREMENTS 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 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 s SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING resist liquid water that has penetrated behind the exterior covering from further intruding into the exterior wall assembly. An exterior wall covering OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN q p g 9 Y 9 (ASSEMBLEDWINDOW) WALL BY 6 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 2 OR EQUAL WEATHER PROOF CAULKING CEMT. FIN. barrier, insulation, or for aesthetics, including but not limited to, veneers, siding, exterior insulation and finish systems, architectural trim and 2 O WEATHER SELF -ADHERED FLASHING BUILDING PAPER embellishments such as cornices, soffits, and fascias. RESISITIVE z BARRIER SEAL TOPS OF JOISTS 1 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 INSTRUXTIONS: (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 1. Cut, fold up & temporarily secure weather resistive RIM JOIST 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 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 AND WATERPROOFING METHODS TO weather resistive barrier 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 2 Q 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. Scale: NTS . SELF -ADHERED FLASHING p pp 9 q 9 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 rester than FLANGED WINDOW 1 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'A" BEAD OF CONSTR. INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE �I 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 cavity 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 OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WPOt) exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 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 LETTER ON CHEMICAL ° Q 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 COMPATIBILITY pp g p Y g SELF -ADHERED FLASHING SELF -ADHERED FLASHING, B of the exterior wall finish. Approved corrosion resistant flashings shall be installed at the following locations: �° (BEFORE FOLDING, SCORE EXTEND MINIMUM 6" RELEASE PAPER TO EXPOSE 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish ADHESIVE AS SHOWN) 9 BOTTOM OF TICALLY FROM or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall O 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 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration SECTION -A (SEE DETAIL WP02) 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 p 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. z SELF -ADHERED FLASHING 5 1.2. In accordance with the flashing design or method of a registered design professional. NAILING FLANGE O 4 1.3. In accordance with other approved methods. 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. DO NOT FLASH OVER 2 SEAL TOPS OF JOISTS 1 6 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco BOTTOM NAILING UNDER DECKING FLANGE 8 (SEE DETAIL WP07) Z 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 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. 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 O 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 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN SLOP -- E AM SELF-ADHER Q) 1'4' PER PLAN SHOWER SEAT SELF -ADHERED FLASHING OUTSIDE CORNER Z W t1 W U W Lu 0 U) SELF -ADHERED FLASHING PATCH HERED FLASHING PLASTER STOP r� CONTINUOUS BACKER ROD & SEALANT A 0 0 0 0 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 Nt DRIP ACCE SOFFIT/CANTILEVER Water Resistant Barrier Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) ti DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS Cement Plaster in accordance with ASTMC926 over wood 2nd floor TRUCTURAL FRAMING TRUCTURAL SHEATHING TRIP OF SAF RAINAGE PLANE WRB OND BREAK WRB F LATH THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. .-..0•.O!.!o. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTM C1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing -Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all 0 CV 0 CV 00 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. ° � W F 8 m N p r- °D p p p T N r, J # W LL. LL 0 9) :"rno 9LLN -Jxtww LLLn.d QZ > n r�n ao 13 �r&_'E* YLLWoo z OM0o W .2o caC C',W p�0_J Zi 2Ec' V N O Q O Z 04 �� U ♦- J ❑��❑ W N Z S z z J th d. N N - M z 2 0 LL a U a O to V1 w F c i = N o ws r_ U °' w rn E o = z;� U o ° CD�ZcoZ U_ ce E O E �° � <� Z® 0� U <_ o E U a0 p °Z N �o a rW y� L ra C,OC Q ❑ Z$ Z O Y ='m m� o z LL Z J aw W Cn- d S_ �� oM LL < 1Z 5U a 0. 0 �°� J aZ w< =3 >° o co a 01 0 MMJ O c i a) > cM 6 m m L � � T 0 0- C m O T°t CV o Li) ° v J+ N r L1') 7 oo N N LO r r ��• E V T f M o E m c r �,; z Z E Ocu E ca U J Q 0 J JOB NO: 20-0554 SCALE : AS NOTED SHEET NO. W P fib II tl r _, 1 '. 111-,1 1 i 11 1 1 1 11 1 I 1-F ■ Mounting Brackets Ill Gaugei 4-1r. x 112 1 V. See Anchor Schilmiuk 1�rOk Self-Lockir4 Nuts Left Bra*et 06 Ga iu ) Wit CTOSS Stip t F (Ma bt cuut t w) Rig ItSfadket-16 Gatlge'), * 14 'lf Drilling ScCe' s C U"t kttDrf1 Edge ■ 41front) s t Cross rF #145eK-Dri11lr !cr rsThru BlrackeisA SkKross'Simportinto /C.LJnit Roftom Side (Typical 3 gash skie for hurr[car► , u:se). Florida Department of Business & Professional Regulation Page 1 of2 Building Codes and Standards 3/2812018 Product Approval Application Detail Code Entity or Date Date Data Pending ate 1 L Version Manufacturer Contact Enalneer & 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. 10/12/2017 10/10/2017 10/172017 12/12/2017 Approved Category: Roofing (352) 498-0778 PE-75519 (334) 300-1800 Subcategory: Motel Roofing info@gulfcoastsupply.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FJ�116i1-�Psgtlu� Quality Assurance Approved for Use Approved for Use Impact Desl n Sao # Product Model. Number or Name Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure 1 0.032&quot; Aluminum 5V Crimp Min 0.032&quot; 5 V Crimp Aluminum Roof Panel 04/122024 No Yes NIA +N/AI over 15/32&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 NIA +N/A/ Roof Panel over 15/32&qua; Plywood -116.OPSF 3 1&quot; 24ga. Gulf Snap 1&quot; Gulf Snap 24 Ga. 17&quot; wide Roof Panel 04/122024 Yes Yes N/A +WN--131.OPS over 15/32&quot; Plywood 4 1& uot; 24ga. Versal-oc q 1& not Versai 24 a 16.5& uo; Wide Roof Panel q g q 04/122024 Yes Ye s N/A + / N A/ war 15/32&quot; Plywood -138.5PSF 5 1&quot; Versaloc .032&quot; Aluminum 1&quot; Versal-oc min .032&quot; Aluminum over 04/122024 Yes Yes N/A +N/A/ 15/32&quot; Plywood -101.0PSF 6 1.5&quot; 24ga. Gulf Snap 1.5&qua; Gulf Snap 24ga. 16&quot; Wide Roof 04/122024 Yes Yes N/A +N/A/ Panel over 15/32&quot; Plywood -116.OPSF 7 1.5&quot; 24ga. Versa Loc 1.5&quot; Versal-oc min 24ga. 16&quo; wide Roof 04/122024 Yes Yes NIA +N/A/ Panel over 15/32&qua; Plywood -123.5PSF 8 2&quot; 24ga. Megal-oc Min 24 Ga. 2&qua; Megal-oc 18&qua; wide Roof 04A22024 No Yes N/A +N/A/ Panel war 15/32&qua; Plywood -108.5PSF 9 24 Ga. Gulf Lot Min 24 Ga. Gulf Lok 16&quot; Wide war 15/32&qua; 04/122024 No Yes N/A +N/A/-96.7PSF Plywood 10 24 Ga, Gull Seam Min 24 Ga, Gulf Seam 16&qua; Wide Roof Panel 04/122024 No Yes N/A +N/A/-93.5PSF over 1x4 Wood Pudins over 15/32&quo; Plywood 11 24 Ga. Gulf Seam Min 24 Ga. Gulf Seam, 1 3/4&quo; Snap Lock, 04/122024 No Yes N/A +N/A/ 18&qua; Wide Roof Panel over 15/32&qua; Plywood -108.5PSF 12 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp Roof Panel war 15/32&qua; 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 Crimp Min 26 Ga. 5V Crimp Roof Panel over 1x4 Wood 04/122024 No Yes N/A +NIAI Purlins over 15/32&quot Plywood -156.5PSF 15 26 Ga. Gulf Lok Min 26 Ga. Gulf Lok 16&quot; Wide Roof Panel over 04/122024 Yes Yes N/A +N/AI 15t=cluot; Plywood -161.OPSF 16 26 Ga. Guif Lac Min 26 Ga. Gulf Lok 16&quot; Wide Roof Panel over 04/122024 No Yes NIA +N/A/-63.5PSF 15/32&quot; Plywood 17 26 Ga. GUIIPBR Min 26 Ga, Gulf PBR Roof Panel over 15/32&qua; 04/122024 No Yes N/A +N/A/ Plywood -154.7PSF Florida Department of Business & Professional Regulation Page 2 of Building Codes and Standards 328/2018 Product Approval Application Detail Quality Assurance Approved for Use Approved for Use Impact Design Sea # Product Model. Number or Name Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure 18 26 Ga. GuIfPBR Min 26 Ga. GulfPBR Roof Panel over 1x4 Wood 0411212024 Yes Yes NIA +N/A/ Purlins aver 15/32&quot; Plywood -151.7PSF 19 26 Ga. GulfPBR Min 26 Ga. GuIfPBR over 15/32&quot; Plywood 04/122024 Yes Yes N/A +NIA! -154.7PSF 20 26 Ga. GuIfPBR Min 26 Ga. GulfPBR over 1x4 Wood Purlins over 04/122024 No Yes N/A +N/A/ 15/32&quot Plywood -151.7PSF 21 26 Ga. GulfRlb Min 26 Ga. GulfRib aver 1x4 Wood Purlins over 04/122024 No Yes NIA +N/A/ 15/32&qua; Plywood -164.2PSF 22 25 Ga. GulfRib Min 26 Ga. GultRlb over 15/32&qua; Plywood 04/122024 No Yes N/A +N/A/ -159.2PSF 23 26 Ga, GulfRib Min 26 Ga. GulfRib over 15/32&quo; Plywood 04/122024 Yes Yes N/A +N/A/ -159.2PSF 24 26 Ga. GulfRib Min 26 Ga. GulfRib over 1x4 Wood Purlins over 04/122024 Yes Yes N/A +N/A/ 15/32&qua; Plywood -164.2PSF 25 29 Ga. GulfRlb Min 29 Ga. GulfRib over 1x4 Wood Purlins over 04/122024 No Yes N/A +N/A/ 15/32&quot; Plywood -123.5PSF 26 29 Ga. GulfRib Min 29 Ga. GulfRib over 15/32&qua; Plywood 04/122024 No Yes N/A +N/Al -146.OPSF 27 29 Ga. GulfRib Min 29 Ga. GulfRib war 1x4 Wood Purlins over 04/122024 No Yes N/A +N/A/ 7/16&qud; O.S.8. -101.OPSF 28 29 Ga. GUIfRIb Min 29 Ga. GulfRib over 7/16&quot; O.S.B. 04/122024 No Yes N/A +NIA/ -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 g ., ,... ... " .+"'. 2......... .... �� .. . .r.n.. i ., E", °-t .: ,: an.r .w. ._- ^ a.» ,•n?'!`t ,.. ,n. 1 s +... _ ww. .:.... e .. "„ -,Iv :: .. .. _..,. Q .. ,. 'i � (w, ni",r ,.,..:. , c ..,. .l t_.. , ,..++ . x: ,,. -;.,..:, 1: ..�,. ,V . '{: 'p?•, :.".z.. av A3 R0210-2 FL17244.1 - --FL17232.3 ESR-3455 - " 12131/2020 A23 HU210-2 FL10446.2 FL10856.4 ESR-2606 ESR-2549 1_213112020 12/31/2020 HD212-2 FL17232.3 ESR-3445 12/31/2020 HU212-2 FL10856.4 ESR-2549 12131T0 00 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 12/31/2020 HD28-2 FL17232.3 ESR-3445 12/31/2020 HU28-2 FL10856.4 ESR-2549 12/31/2020 HD410 HD412 FL17232.4 FL17232.4 ES ....... _.._._... - ESR-3445 --._.._.. 12/31/2020 HU412 FL10856.9 ESR-2549 1213112_020 HD610 HD0410 _ FL17232.4 FL17241.7 ESR-3445 ESR-3444 12/31/2020 12/31/2020 HU610 HUC0410 FL10856.10 FL11468.11 ESR-2549 SIM200804 12�3112020 12/31/2020 HGA10 FL17699.1 Evaluation Report 12/31/2020 HGA10KT FL11470.4 SIM200803 12/31/2020 HGAM10 FL17699.1 Evaluation Report 12/31/2020 HGAM10KT FL11470.4 SIM200803 12/31/2020 HHCP2 FL17236.7 ESR-3448 12/31/2020 HCP2 FL10447.2 ESR-2551 12(31/2020 HTA16 FL17680.4 Evaluation Report 12131/2020 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 FL17324.2 FL17324.2 Evaluat.. ........ Evaluation Report ......... ................. 12/31/2020 HTT22 FL11496.1 ES-0130 12/31/2020 ........... .- -- - -- ..._ HTW16 .. --- FL17244.8 .._--... ....._... ... ..... ESR-3455 _.......... 12/31/2020 HTS16 FL10456.22 ESR-2613 ...__.. 12/31/2020 -HTW20 FL17244.8 ESR-3455 T 12/31/2020 HTS20 FL10456.23 ESR-2613 12/31/2020 HTW24 FL17244.8 ESR-3455 12/31/2020 HTS24 FL1045624 ESR-2613 12131/2020 HTW30 FL17244.8 ESR-3455 12/31/2020 HTS30 FL10456.26 ESR-2613 12/31/2020 HTWM16 FL6223.2 Evaluation Report 12/31/2020 HTSM16 FL11473.11 SIM200802 12/31/2020 HTWM20 FL6223.2 Evaluation Report 12/31/2020 HTSM20 FL11473.11 SIM200802 12/31/2020 HUGT2 FL6223.3 Evaluation Report 12/3112020 HGT2 FL10456.18 ESR-2613 12/31/2020 HUGT3 FL6223.3 Evaluation Report 12/31/2020 HGT3 FL10456.19 ESR-2613 12/31/2020 HUS210-2 .. _... ........ 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 12/31/2020 12/31/2020 HUS28 FL17232.6 ESR-3445 12/31/2020 HUS28 FL10856.11 ESR-2549 12/31/2020 HUS28-2 FL17232.6 ESR-3445 12/3112020 HUS28-2 FL10856.11 ESR-2549 12/31/2020 JL24 FL17232.7 ESR-3445 12/31/2020 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 12/3112020 WS210-2 FL10655.107 ESR-2549 12/31/2020 JUS24 FL17232.10 ESR-3445 12/31/2020 WS24 FL10655.109 ESR-2549 12/31/2020 JUS26 FL17232.11 ESR-3445 12/31/2020 LUS26 FL10655.111 ESR-2549 12/3l/2020 JUS26-2 _ JUS28 FL17232.11 _..._. __- FL17232.11 __....,__....�.. ESR-3445 ESR-3445_-..._ ._... ......... .. 12/31/2020 12/31/2Q20 WS26-2 WS28 FL10655.112 FL10655.113 ESR-2549 ESR-2549 12/31/2020 12/31/2020 JUS46 FL17232.11 ESR-3445 12/31/2020 WS46 FL10655.118 ESR-2549 12/31/2020 KLEG3 FL17241.15 ESR-3444 12/31/2020 LEG3 F1-10667.71 ESR-2615 12/31/2020 KST260 FL17244.15 ESR-3455 12/3112020 MST60 FL10852.7 ESR-2105 12131/2020 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 FL17219.2 _ ESR-3455 --...... _. ER-0200 12%31/202o 12/31/2020 LSTA36 LTT19 FL10852.5 FL11496.3 ESR-2105 ER-130 12/31/2020 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 12/31/2020 LTW12 FL17244.8 ESR-3455 12/31/2020 LTS12 FL10456.29 ESR-2613 12/31/2020 WGT2 FL17240.2 ESR-3447 12/31/2020 LGT2 FL11470.7 SIM200803 12/31/2020 MP3 FL17244.22 ESR-3455 12/31/2020 LS30 FL10446.15 ESR-2606 12/31/2020 MP34 MP4F MP5 FL17244.23 FL17244.24 FL17244.22 ES455 R-3 ESR-3455 ESR-3455 12/31/2020 12l31/2020 12/31/2020 A34 LTP4 LS50 FL10446.3 FL10446-19 FL10446.16 ESR-2606 ESR-2606 ESR-2606 12/31/2020 12131/2020 12/31/2020 MPH3516 FL17240.3 ESR-3447 12/31/2020 WM1416 FL10667.86 ESR-2615 : 31/2020 MSTA12 FL17244.18 ESR-3455 12/31/2020 MSTA12 FL10852.8 ESR-2105 12/31/2020 MSTA15 FL17244.18 ESR-3455 12/31/2020 MSTA15 FL1085ZI3 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 12/31/2020 MSTA24 FL10852.9 ESR-2105 12/31/2020 MSTA36 FL17244.18 ESR-3455 12/31/2020 MSTA36 FL10852.9 ESR-2105 12/31/2020 MSTC40 FL17244.26 12/31/2020 MSTC40 FL10852.11 ESR-2105 1_2/31/2020 MSTC52 ......... ......... MTW12 MTW16 FL17244.26 . ___._._.. ..... FL17244.8 - - . _...... _..._..._..FL17244.8 _ _ESR-3455 ESR-3455 ..--- --. ........ _._ - -- -- ESR-3455 ESR-3455 12/31/2020 .... 12/31/2020 12/31/2020 MSTC52 MTS12 MTS16 FL10852.11 FL10456.33 FL10456.34 ESR-2105 ESR-2613 ESR-2613 12131/2020 12/3112020 /2/31/2020 MTW18 FL17244.8 ESR-3455 12/31/2020 MTS18 FL10456.35 ESR-2613 12/31/2020 MTW20 FL17244.8 ESR-3455 12/31/2020 MTS20 FL10456.36 ESR-2613 12/31/2020 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 FL17239.13 -_.-_ - - ...... _..... FL17239.13 ESR-3449 --1--l..... ...... _'_....---.....-,... _ ................................. ESR-3449 12/31/2020 _..... .. ............... 12/31/2020 HDU2-SDS2.5 GLTV3.516 FL10441.4 FL10667.8 ESR-2330 ESR-2615 12/31/2020 .....-'---- 12/31/2020 PHD2A PHXJ3516 FL17219.3 - FL17241.20---- ER-0200 ESR-3444 - 12/3112020 12/31/2020 FGTR CS16 FL11473.2 FL10852.1 SIM200802 ESR-2105 12/31/2020 12131/2Q20 RFUS FL6223.5 Evaluation Report 12/31/2020 H1 FL10456.5 ESR-2613 12/31/2020 RS150 FL17244.27 ESR-3455 12/3112020 H10 FL1o456.6 ESR-2613 1231/2020 RT15 FL17236.3 ESR-3448 12/3112020 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 F 04 3 L1 56 1 ESR-2613 1213 1/2020 RT3A FL17236.3 ESR-3448 12/31/2020 H4 FL10456A4 ESR-2613 12/31/2020 RT4 ...................._ ......... RT5 FL17236.3 _ .. -- FL17236.3 ESR-3448 __ ESR-3448 _....._. .. ' 12/31/2020 12/31/2020 H5 H2.5 FL10456.15 171-10456.11 ESR-2613 ESR-2613 12/31/2020 12/31/2020 RT7 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 12/31/2020 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 ..._....... _ _ ....:... SPTH6 FL17244.32 ---. ... ......... ....----. _....__ FL17244.32 ......... ......... FL17244.32 ESR-3455 ... - ------ ..._.__ .. _...... .. ........_ ....._......_...- ESR-3455 ....-.__ ... _ ... ........ ESR-3455 12/31/2020 -------.. 12/31/2020 ......... _ _ . 12/31/2020 SPH4 SPH6 S H8 P FL10456.46 FL104516.47 FL1 .4 0456 8 ESR-2613 ESR-2613 ESR-26 3 1 1213112020 ......... ....---- 12(31/2020 12/ 120 31 20 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 12/31/2020 THD28-2 FL17232.16 ESR-3445 12/31/2020 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 FL17232.16 12/31/2020 MSTAM24 FL11473.19 SIM200802 12/31/2020 THDR414 ---FL17232.17 - _ES_R-3445 - _ ESR-3445 _.._.._. -_ - 12/31/2020 MSTAM36 FL11473.19 SIM200802 12131/2020 UGT53F UPH08 FL2033.1 FL17219.5 ... --- ' - - - Evaluation Report .. .... ER-0200 ... _........_.. 12/31/2020 12/31/2020 MSTCM40 HHETA20 FL11473.19 FL11473.9 SIM200802 SIM200802 ------- 12131/2020 ..... .... . 12/31/2020 - LGT3-SDS2,5 FL11470.7 SIM200803 12/31/2020 - - - LGUM26-2 FL11473.12 SIM200802 12/31/2020 PRODUCT �+HEET APPROVAL SPECIFICATION O S O S 20181 l As required by Florida Statute 553.842 and Florida Administrative Code 913-72, 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 Category/SubcategoryCategory/Subcategory Manufacturer Product Description Approval Number(s) 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 Frber-Classic and Smooth -Star (NON -IMPACT) FL20461.6 +67.0/-67.0 psf 12/31/2021 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FI20461.9 +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 FL15225.5 +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 +40.0I-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 LOWERED DRS Curves Division ofAADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 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 NIA 12/31/2020 PGT Series 5500 FL261.1 N/A 5/26/2021 E. OTHER 3. PANEL WALL James Hartle BuildingProd. Cem lank La Siding and HardiePlank La Siding p p 9 p 9 FL13192.1 - FI_131922 A. SIDING N/A 12/31/2020 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 - FL16918A N/A 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 NIA 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 12/31/2020 F. METAL ROOF Gulf Coast Supply& Manufacturing, LL 0.032" Aluminum GuliLok 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 - FL150762 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/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A 12/31/2020 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 NIA 1/1/2023 C. ENGINEERED LUMBER Weyerhaeuser 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 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy ofthe product approval, 2) i i APPLICANT SIGNATURE DATE CU O C/) ^' Ca O N -F-� U W L O 0 .M co U N C O �L = 0 Cll CQ O O coCo LL_ L O - > .� U) Z3 a) E L 0 O Q F I- cuu) -0 .- (n Q Q a z W J SHEET NO. PA 1.0. Department of Business & Professional Regulation Page 1 a 6 Building Codes and Standards 1v122018 Product Approval Application Detail Quit Entity or. g8tg 2111. Data Pendinc 91111 Iyge, Version Menuhaurer Contec! Enpirroer&License Velldaled 8v Validated Submitted FEC Approval Aeproved Shtug Revision 2017 Therma-Tru Corporation rP Rick insight Lyndon F. Schmidt P.E. 9 Y� an J. Km P.E. Ryan g. 10/152017 07l1W0 7 1 10/182017 12/ 22017 1 Approved pp. Category: Exterior Doors (419)298-1740 PE-43409 (813)767.6555 Subcategory SVAnging Exterior Door Assemblies rlckwggnvbldgconsugazits, Compliance Method: Evaluation Report From a com Florida Registered Architect or a Licensed Florida FLa264914 M Professional Engineer Pmducls` Seaa Product Model. Number or Name atlon Product Des. diction Quality Assurance Cnct Exolration DeG A-1—d for Uae A In.UYHZ Outside myad for Use HVHZ Immgt Resistant Deslan Pressure 1 a. The—Tru Flber-Classic and Smooth -Sea Nominal S8dI &quotNoo-lmpact&quoC Opaque 12/312020 No Yes No WA Composite Edge Fiberglass Single Door pnsving/Outswing; X configuration) 6 f.Therms-Tru plb-Clessic, andSmooth-Star Nominal ;0&quo on -Imps quot; Opaque 1213V2020 No Yes N. WA Composite Edge Fiberglass Single Door pnswing/Outswirg;.X configuration) 9 I. Thera-Tru Fiber -Classic and Smooth -Star Nominal 6&#39;8&quolNondmpad&qt*; Glued 12)312020 No Yes No N/A Composite Edge Fiberglass Single Door (Inesing/Outs rig; X conmguration) 14 n. Thera-Tru Flber-Classle and Smooth -Sim Nominal SM9;0 &quotNon-Impact&quot; Glued 1213112020 No Yes No WA Composite Edge Fiberglass Single Dom Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 2 M2 11 IrM2020 FUH5332-RS Products Quality Assurance Amovedfor Use Apwoyedfor Use Imad Mall Sao # Product Model. Number or Name Product Description Compact Exolratlon Duo Intim Outside HVHZ Resistant Pressure 1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SOD OXO 121312020 No Yes No N/A 145-3/4&quot;x60&quot; NON -REINFORCED 2 SERIES 420ALUMINUM SGD SERIES 420ALUMINUM SGD OX, XO, XX 12t312020 No Yes No NIA 96&quot;x80&qua; NON -REINFORCED 3 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM $GO REINFORCED OXO 12/312020 No Yes No NIA 145-3/4&quot;x96&quot; 4 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420ALUMINUM SOO REINFORCED OX, 12/312020 No Yes No WA XO, XX 96&quot;x96&qua; 5 SERIES 420ALUMINUM SGD REINFORCED. SERIES 420ALUMINUM SGD REINFORCED)= 12/310020 No Yes No N/A PLa11e37417 Ike un version Ilea till" t RBVWM 2017 CURRIES OlMalorn of AADG, Ind Category: Exterior Donn SulaCabeay: Exterior Door Components ComplWrs elep,ed: certification Mark or Listing FLa11e37.R7 products INA Product Model. Number or Name 1 0n, 707, 727, 747. and 847 Single and Pads of Door Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail ErAft Cogger krr a Ll r Dodle Dew UL LUC (541) 494-2844 dave.dedlo@sa sabloy-W m Product D�rh*m Flush, Glued. and Louvered single and pain of hollow maul door. Pps1 a1 I/Mill 220 Gait DatePssdm IZk Validated By VJdmatd Aahmeted fG4AarslY Approved Altltre Ted Berman, PE 1lr=17 IGFIM17 121052017 Approved (305) BW4707 OLMW Assurance Aoorwed for use Use ka= Design Coflk&ct axokmdm Dow in HIM oubwe HIM Realists pressure 17131=6 yes Yee Ys WA Florida Department of Business & Professional Regulation Page 2 of2 Building Codes and Standards V2612020 Product Approval Application Detail Code Entity or Data 20 Date Pondlnot 212 Tj Version Manufacturer Contact Endghaer& Llcenss Validated By Validated Submitted FBC Approval A@prsYed Status RaAslon 2017 MI Wind —end Doors Brent Stlinger American ArchlGcturl Steven M. Urich, PE 06/042019 06M42019 06M72019 Apmaaed Category: Wind— (717) 365-3300 Manufacturers Asso W.r (717) 317-8454 Subcategory: Fixed bsidinger(limmol.com Compliance Method: Cartification Mark a Listing --. fl.#15349•R12 Products Quality Assurance Approved for Use Approved for Use Impact Coal - son # Product Model. Number or Name Product Description Contract Expiration Date In HVHZ Outside HVH Resistant Pressure 1 185 PW 73.72 Insulated Glass 0410312023 No Yes No +60/-60 FL#Y eP4tB ON Ism Vorsten Ikmaa90¢u RftWW 2017 Thomla-Tru Corporation Category: Exbrbr Doors subCabilory: Belittling ExterW DoorAetembas Cwrpasce Method: Evaluation Report from a Florida Registered Ambited or a Licensed Floods Professional Engineer Ata,d ProddMod*. Nualher or Nor 1 a. &quoFFbWCbs*c&quok. &qudtShx otlSa &quote. &quotcla"WrowuOL or&tquotcla alcCrett Ruetio6quot; Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail EmeLof contest Engineer &Lise se vatdmbaBy Rick Wright Lyndon F. Schmidt, P.E. Ryan J. King, P.E. (419) 2WI740 PE-43409 (813) 767-M ddwombldgwnsubnts. min Peg. I of I IM2016 Rat Gate OM Per d m gate vaimmw Auhmtlid PSS:AppwW Aaamined own i0/182017 10r182017 10/=017 121122017 Approved 9ashCA.IS. Aponsised forUse Apg[mted 4a Use 1maM rich ouuMo HVKZ P� 6841139;8 &quati part&quob Glued Fiberglass 1213lrMl No Yee Yoe WA Single Dow - DO indwing or OuMdng Configuration Florida Department of Business & Professional Regulation page 1 d I Building Codes and Standards 11512018 Product Approval Application Detail nM31924t& 29111e Enter or go Qfk DabP6ndw gek Most Vmka Manufkctww Coates Emamor&Lloomea Validated By YWkh d Aublotlld F9QA9MmW Approved Alma Review 2017 Jams Hardle Building Products, Inc. Pinpshang Zhu Ronald I.Ogswa John Southard, P.E. 08252017 081092017 08282017 10110)2017 Approved Category: Panel Web (909) 349-2927 PE 24121 (352) 367-2526 subcabpay: SM m plMWnnpshu@tsmarsher compliance Balbach Evaluation Report rpm a di.. — Florida RephWed Andrftd or a Licensed Florida Probplonal Engineer RN3192.Rs ieredrrete Gaelb-A-- Approved for Use Aar BNW 211M ago Proaki Model. Number or Now PmductDwdodon combined Examination DWA InlfYtZ Oubklo-tRQZ Iteldid M*UM 2 IWftlaank Lap SWirg fbm-anrm by tiding 12,312020 Ys Ys WA WA Florida Department of Business & Professional Regulation Page3a6 Building Codes and Standards 12r12/2018 Product Approval Application Detail Code Entity or Li{(g fJg(q (ate Pending 2g(a Iy21 Version Zdsnuhcturer Comact Endlnear&Llronse Validated By Validated Submitted FBCA,p al Approved Slater, Revision 2017 Therma-Tru Corporellon Rick WUght Lyndon F. Schmldl, P.E. Ryon J. King, P.E. 12/132017 121132017 12212017 02/13/2018 Appmved Category: Exterior Doors (419) 296-1740 PE-43409 (813).767-6555 Subcategory SWnginliExtedor Door Assemblies rickw@IWbldgconsuballs. Compliance Method: Evaluation Report from a corn Florida Registered Architect or a Licensed Florida Professional Engineer FLatPt0461419 Rind-kE us - - Quality Assurance Approved for Use A,P,-drorUse Impact Design Sed; Product Model. Number or Name Product Description Compel ExpirvlGn Oata in HVHZ Outside KVHZ Resistant Pressure 1 a.Thera-Tru Flber-Cissic:and Smooth -Star Nominal 6M$,,;86quot;Noh4mpacl&quo: Opaque /221/2021 No Yes No WA Composite Edge Fiberglass Single Door oriswingX7utswug; X configuraBon) 6 f. Therma-Tru Flber-Clesslc and Smooth -Star Nominal SW9;0 &quotNon-Impact&quot; Opaque 12/31/2021 No Yes No WA Composite Edge Fiberglass Single Door (Insyingloutswirg; X configuration) 9 1. ThermaTru Fber-Clessic and Smooth -Star Nominal 6&#39;8 &quctNon-Impact&quot; GIffied 12/312021 No Yes W WA Composite Edge Fiberglass Single Dom (InaWn /0ulswing; X tong ura8on 14 n. Thermo- ru r- s c a m a om nor , qu on- mpa s No NIA Composite Edge Fiberglass Single Door Florida Department of Business & Professional Regulation Paps, a I Building Codes and Standards 1f&3019 Product Approval Application Detail Gad! Enft of Ga Gate Gym 20 Ism %kW" NmLdactum canted EOabO & License VolMabd By fEg2ppafd AeprsYfed ANN Revtsbn 2D17 Then -Tru corporation Rick Wright National AAcmedbWn & Ryan J. King, P.E. 12202017 09212017 12222017 Approved Cabaory: Exbdor Dom (419) 296-1740 ManegameM kwitubs (813) 7674M SulaCWgory: Svbgfng Exbrbr DoorAeeembfts dckw®Iwhklgconsutants. compliance Met": Constipation Mark or Us" corn Quality Approved for Use Approved for Use m m t Dakin AMA product Model. likimber or Mom gooklatummimak inHV Z 4daddle-I00li BEMN Pt1s>Wre 1 a.&quot;CkaloCnae&quot; and&glrct;BmcNmrk by 6/8 Slid ai0Opaque and Glued Flbarglns Door with 1213irMl No Yes No WA Thar a-Tru&qud; and wkhoW SWeaee. kwwkg and Oubwing Florida Department of Business & Professional Regulation page, a I Building Codes and Standards 1/5=18 Product Approval Application Detail Cod! Enft or 211t Geis 21M ISrst !(!!!te¢ lAaoldtelm[ Combat EadnaM.A.lrtetassyolidabd By YllWeted Submitted l Aposyed Akak Revision 2017 TMrmg-TN Corporation Rick Wright NoWn I AcmadBatlon & Ryan J. Kipp, P.E. 12rAWi7 OW212017 11222017 Approved Category: Exterior Doors (419) 29&1740 w anagemeed intgtete (813) m-fta5 SubCabpory: 9w4rging Eldedor DoorAsesmbgas rickwerwbldganwuftnts. Cmgdkaee Metlsod: CsMflatlon Made ar LlaBrp corn e>o- Products G Assargead for Use Assatiorld for Use glmet Domm E9a)L1 Product Mod*. Number or Mama 228baLmamugeaft In HVHZ From" 5 e. &grwt;Smoom-Shrkni: and &quot;aenchmadc by 618 and 810 Opaque end Glued Fiberglass Door with 12/31rMl No Yea No WA ThermaTntBquot; and without Sideshow. Inswing and Oubwkg Florida Department of Business & Professional Regulation Page, d 1 Florida Department of Business & Professional Regulation Plge 1 a I Florida Department of Business & Professional Regulation Page I d I Building Codes and Standards 115I2018 Building Codes and Standards 115=18 Building Codes and Standards I/Ii/m s Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 13114¢$I14Ua Gott Eatgsr 2da 201 Gate PKWhW !Zip FL#I .Siam! Efow W go 2sla Dab PwmAm 4Ele FL Gole EeUW Sir a& Osk Dab loweb. 2ak mm V—I n WBuIMaltz Canted Em il,lcamisa Validated Six Yemlated Aahmw iWAmrmrsl AUMaved All" I= Ymlae Needisaim ComM6 EDalmcLLlowe )I;tltetOd.®c Yaudad awmim FOCAblolmrd AaYMnd Aida Iva! version Gamfella or tiaYd Emakwor A.4letate voOdabd By Validated! aahmdad FISIC.Alsororal Aareyled At" Revision 2017 Cbpty Building Products Compmy Mark Westerfield Inrarbk Testing SOMWO NA, Gary Phnhler 1129 17 WMQ2017 12105=17 Approved Revision 2017 Cbpay Suit" Products Company Mark vsauftld Irxmtel: TaftSavicae NA, Gary lababler 1129I2017 OSMO/2017 121032D17 Approved Revision, 2017 PGT Mdustrwo Dun Rued: MW rd-Dede SCOO-DER MbnN-Dells SCCO-VAL 12202817 11282017 12282017 Approved Category: Exterior Doors aubCabgory: Sectional Exterior Door Askamb (613) 770-M Inc. (513) 519-0SBB w8p nnatanswa�cbWy.am Category: Exterior Doors eubCatelixi SeNonkf EXIKW Door Asaemblis (513) 7704M Ind. (613) 5198588 mwe$Wr%WGdopay.wm C ue dter Donn Wory: Sliding Exterior Door Assemblies (941)486-0100 p88)3152590 drsrk@pptlndeetrtee.00m Compliance MWwd: Cadi8coWn Mark or Listing Compliance MOod: Cer88catbn Mark or Listing Compltenoa IMaNed: contlfiation Mark or Lboe AW PpdeellbnteL NuNrra Noma 9faftAtl1m0a AMsmred forltss Appeared for ltee Gpdtem EnWrMimG<ti In HIM HvHZ imam 21" paiment PmMire 12" Product Mod*. Muller or Noma QaV&Jused— AMBmnallbe Lim Approved tot Uses E IaI1AM 2WWdL&g Imam D m R6wstwd P7lltars AW Anomalies for Use Accessed for Use ILMM Oubla HvHz MOM Gloms RMMt= p7 37 037 W5-08 PAN-21F151: 84A, 94, 73, 75, 1500. 190, 76, Steal Pan (min. 25 ga.) Single -Car (up to 9'0' wide) 051212028 No Ys No +30 PSFI-V 53 W3 M-10 PAW2F153: 84A, 94, 73, 75,1500,190, 4RST, Steel Pan (min. 25 go.) Oouble-Car (97 to IWO' 0&2112028 No Yon No +30 PSF1,W 10 SGG-W70 (Largo MWON Impact) Vinyl trading Glen Door W14rM11 Yes Yas Yea WA 7SV, 4RST, 4RSF, SRST, BRSF, 2RST," a, 5S, 488, WNDC0DE&#174; oor W5 Garage D PSF 4RSF, SRST, 6RSF, 48, 42. 58, 465, 421% 55S, Goss, wide) WRWCODEW174; W/5 Gorses Door P9F M 428, 658, GM, GDSSV. G. GRIM. ARSE, AR6SV, GD5SV. GRSS, GRSSV, AR5S, AR59V, ED6S. ED59V E05S, ED5SV Florida Department of Business & Professional Regulation Page 2of 3 Florida Department of Business & Professional Regulation Page I d 1 Building Codes and Standards 120/2020 Building Codes and Standards 1MM18 Product Approval Application Detail Product Approval Application Detail FL12474g9.R5 pro`duots - y / 1 (Lrelmy Assurance Approved for Use Approved for Use Impact Desim Beak Product Model. Number or Name Product Description Contract Expiration Data In HVHZ Outside HVHZ Resistant p ass re treble Easily or Gate Dim Ddo parsim 20 2 185 SH 52.72 Fin/Range Frame IGSG Single Hung 1010842023 No Yes No +60/-60 IYm Vonlw contwt En,bW s:Jconm VslkMW By Valldekd $! FOC Aboriginal Assarowed two Laminated Glass Revision 2017 Caliper Bulling Products Company Cabase : Exisdor Donn Mark VvubrlMW Imortelt Too" Sanks NA Gary PNehW 1129)2017 08/10=17 (613) T708082 Inc. (513) 519-6506 12106 017 Approved SuhCalagw. Ballonal ExWW Door Assemblies rnweenreeW@dopay-com compliance Meaod: Certaatkxl Mork or Listing FL#IW94t5 products Aen.t! larcessait Model. Number or Name 91tessLAetareora Approved for Use AafsY P.ivat. fail outside lbZ Iorsad iZda gow b t Pressure 85 065 111909 PAN-2F153: 73, 76, 84A, 94, 42, 48, 428, 48B, Steel Pm (min. 25 go.) SIngbCar (up to OW wide) 051212oa No Yes, No +30 PSFI.42 4RST, BRST, GDSS, GM, ARSE, EDSS WINDCODEIWH74; WI6 Garage Door PSF Florida Department of Business & Professional Regulation Pap., a 1 Florida Department of Business & Professional Regulation Pa" 1 of I Building Codes and Standards I/&aole Building Codes and Standards IlMIS Product Approval Application Detail Product Approval Application Detail Cods. Enmr or no Gate Dab lawellift Data ya 12394 e 990 Enw 0, 21H Gi is rob Poland !Zip Iva! Verson MnldlFalreC caawd Bnpk~a Liu V■IM*.d By Vtihltw SubmNbd Pao AMWOM Agorg"d son MR yeah mmubcti~ Cooled En,ktl & tV*Idabel By VaNdobd Aah)dtbd FOC Aim Approved Am& Roston 2017 POT kduetrM Dean Ruork MWWA)ode BCCO-CER MW.W3$ sBC00-VAL 12202017 12MsWI7 /2252017 Approved Revision 2017 POT Wws1 ft Dean Ruork MWni-Dade BCCO-CER MbmW39do BCCO-VAL 12202017 12ADM17 12252017 Approved CMoppry: Windows (941) 40-WOD (786) 315-25N DetepOry: Windows (941) 48"IDD (786) 315-2M SubCwgory: Fixed druadrillhpe0nduahbs.am SuhCa%Wq: Single Hung droarkepg8ndueMs.com Campaanm Method: CerMcedon Mark or Us" Compliance Method: certification Mark or Lbtlng 9aIIkAellmss Anchored for Use Aoomviad for Uso lnmgt lZela Quality A� Approved for tba Approved far lba Imam Dnbn Elam product Model. Number a hisma FrIshict DNWAU,, 22ukRdEttplolla.Gate In HVHZ Outside, HM EaWe s Pt , 22" Proarpeoapa*. senber er Naree Plgrcklatl Contract Expiration .Dal, In HVHZ Fft u 9 PWfu520 (LAW Min" roped) Vinyl Fbrd Window 04402020 Yee Ys Ys WA 7 SH-6600 (Larva MWalb IrOrety Vinyl SW,* Hung NSndow 07A02020 Ys Ys Ys WA f1A19tlZM S2th ism Vmla Nknuhublrsr Revblon 2017 Jams Hardie Building Products, Im cobgpry: Pawl Waft SuIrCWporN: Suring Complke UdhW; Evalstlon Report from e Florida Registered Architect or a Licensed Florida Proiwbal Engineer AygB Product MOM, Number or Nos 2 Ha dkftnk Lap Siding Florida Department of Business & Professional Regulation Page I a2 Building Codes and Standards 12a2020 Product Approval Application Detail duality Assuan Approved for Use Approved for Use Impact Desinn Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pegeldl VISMIs 20 Dab paw POMNM -Dab Consul Erme�brssr&License odds dAit Validated automated FDIC unseated A, AMR Pkupehrg Zhu Roar I.Oeawa John Southard, P.E. 08/252017 08/0941017 OW28MO17 10/10=17 Approved (909) 349.2927 PE.24121 (352) 367.25H plug bargzhua)em"I ar dle.am Quality Asourstraps Approved INUse AsMgnerfor use ! Doolon E h1 fbronrrd lap siding 12/312= Yes yes WA WA Florida Department of Business & Professional Regulation Peie I irI Building Codes and Standards 11¢2018 Product Approval Application Detail nJ'M1.a11 Gads fnww Gok Dab plarsbas Goat Ism Version I te siblaw canted EBahku4.Lk— VaUdded By validated Ate PwAboravw Aarslnd $Jlhn Random 2017 PGT IndabNs Dean Ruork NlmaAado B000 - CER MIemFDade BCCO - VAL 12/052017 11/152017 12/OM17 Approved Cabpoy: WMtlowe (941) 48"100 (785) 315-2590 aWCebpoti: Mullions dmarlppplWMushks-can Compahnee NOwd: CedMiatlat Mark or Listing F aLt t11 Bggl" Quotas, Asourem- AaeLond for Use Approved Impost Geda &a ProuctlZadWOe Coublat Exubadm Date io1117J7 Outside if)ft1Z gelded Pnwoam; 1 Mullba forAs Door ems Winders Aluminum Multma 019264=1 Yes Yes Y" WA Florida Department of Business & Professional Regulation page I a 1 Building Codes and Standards Ir"Is Product Approval Application Detail B 29M Raw a Dote Dot poloperrmnn gig mm Version Vamdedom coolant EmteaMAl2ssog Wildatl3, Validated Submitted FBCAhooW Appoved At:hm Review 2017 Ablde Nick Thompson Lyndon F. Schmidt, P.E. Ryan J. King, P.E 10XM2D17 1010312017 1011}2017 12/122017 Approved category: Panel Woes (330) 922-2389 PE-43409 (813) 767-SM SubCabpq: Soff is nthwmMw®eleWs.am Compliance Method: Evalla9w Report from a Florida Registered Architect or a Licensed Florida Proisobnai EnglosM FLOI52ZM Products Qu&MAaMuoat Aspt9Ysdt9yika Apmsvedtot Use Impact onim AW Product Model, Nurrhw or Nor PIC" DMKTNMW Contract Eutratlur Data M Him ommw t1VNZ rAgistam P1�I.r3 1 o. &quok2r&quot SOBS Vent or SON Vk01 Son 12131MM No Ys No WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pops, Of1 1JSWI8 22dl Enib or 21101 20 am, Pulam 20 MOM, vmion moudbohn[ contact EmhmraLi m Validated By Voldobd aLibrta FBCJaroval AaF9Yed Amon Rftwo m 2017 Cbpey Building Products Company Mark vvsbrkw Imeriek Testing Se sloes NA, Gary Pfwhbr 11MOW 7 081102017 12MS=17 Approved Cetagary: Exhar or Doors (513) T70aV Imo (513) 51"St e SubCabgmy: Sectional Exterior Dom Assemblies mesterBeW@dopay.00m Complbnce Wtluod: Certification Made or Listing Aostrovsd for Use Aa[oted be Uso lams Rate 102 702 VM6.18 PAN-2F753: 73, 75, 84A. 94, 42. 48, 42B, 48B. Steel Pan (min. 26 ga.) Double -Car (92'to 162- 0521/2028 No Yee No +37 PSFI-41 4RST, SRST, GOSS. GRSS, ARSE, ED6S wide) WMDCODE88174; VW Ganee Door PSF Florida Department of Business & Professional Regulation Page 1 or I Building Codes and Standards IISMIe Product Approval Application Detail FLM3ln4U Gpdt Enft or 2 1M Rik DIM Poodim Gda 1� Version ltemfactm COWAct Egger Validated By Validated AWkICed FOCAaamei Approved AN" Revision 2017 Jams Hardle Building Products, Inc. Pingsheng Zhu Ronald 1.Ogswa Jan Saubm. P.E 08252017 08/D812g17 0828/1017 10I102017 Approved category: Pen* Waft (908) 349-2927 PE-24121 (352) 3674M SabCatoaory. BWkg ping*:eng.r)lualamshw Comphemse Method: Evaluation Report from a dle.am Florida RogMbW Archftd or a Licensed FWkh Prolsebnal Erchoser FLH31924t&Prpdrate Ara! Practises Model. Number orName pnxkwt peowhIum Cor&MamkationDso In11YtZ 0011 ttiYlZ pm 1 Camp" Lap Siding R:er-amem by siding 12/311= Ys Ys WA WA Bt14 24U 2M lym vWWW usuldialar Rev4ien 2017 AWde category: Panel W1aft SubQobgory: Sof is Con*Ub Method. EvalrBon Report from a Florida Registered Andttsd or a Licensed FbrWs Probational Engln eer IIng Product Model. Number or Mush 2 b. &quotAlMmce T4&gwt; Sotto Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Ear or contact Validated By Nick Thompson Lyndon F. SchimilL P.E. Ryan J. King, P.E. (339)M-2389 PE-43409 (813)78743555 mhrmpsn@ebido.am Pegs I or I Mamie 2 M Date Pend m go Value Sub dtd RIC�Aalmal AaDaed At" 10/042017 10103=17 10/112017 12M22017 Approved QU,M Assurance Aaray"RarGm Apemre0.taltet ]maw Gahm Prodoxill Dal" Cor&ad Emhaam Gate In r( oublda NVHZ Roobtyd mire Vsat or Solid Vinyl Son 12/31/2020 No Ys No WA N C _ V/ N Q O Ito -0 W O O — �L O � L _ O O ICUO Li- > 'Co� .=^ PO� —y 1 Q 1— ii .= V) Q Cn O U U) _tf C O L— CU all 4--i'llf C U O L V! co W Q Z Z Q J SHEET NO. PA 1.1 N Florida Department of Business &Professional Regulation Building Codes and Standards Product Approval Application Detail Page J of3 120/2020 Florida Department of Business &Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1202020 Florida DepaMtent of Business &Professional Regulation Building Codes and Standards Product Approval Application Detail Pape I a+ srm+a Florida Department Of Business &Professional Regulation Building Codes and Standards Product Approval Application Detall lips i of Ifsmia .� O � (� la) L CL 0 O ^ co Y� /� ♦ 1.� •?'T� "t@— }/ ' ^ �••!/ U _V) (� Iv v Co U O Q L� L O ICU= = 4,— 0 Co ,0 E W L � 0 r'C ^ .� vi (l' ♦ � y J //fit �, co O CL C Code Entity [ate Date vat, Pending ag_te ,Type Vwslon Manufacturer Contact Engineer & Licenppro se Validated By Validated Submitted FBC Aooneval Approved Status Revision 2017 GAF Michael Stleh Robert Nleminen John W. Knezevlch, PE 12h 12019 12/112019 12/1820ig ding FEC Appn Category: Roofing (800) 7863411 PE-59166 g p (954) 7726224 Subcategory: Asphalt Shingles mstieh@gaf.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professlonal Engineer FL*fOI74-RZ5'0roduas .Quality Assurance Approved for Use Approved for Use Impact ggslorr MI # Product Model, Number or Name Product Description Contract Ezolralon Data In HVHZ Outside HVHZ Resistant Pressure 1 GAF Asphalt Roof Shingles Fiberglass reinforced 3-tab, laminated. 54ab and 12/162022 No Yes N/A NIA hip/ridge asphalt shingles Code Em ty ar Dine Date Date Pending Det4 Tv-- Version Manufacturer Coosa Enaneer & License Validated By Validated Submitted FBC Anprova Appmry ,Q Status Revision 2017 TAMKO Building Products, Inc. Komi Edson Zachary R. Palest Locke Bowden P.E. 10/192017 10Po5/2017 10202017 12/122017 Approved Category: Roofing (417) 624-6644 PE-74021 (334) 300-1800 Subcategory: Undenayments Kern_aden@tamko.com Compliance Method: Evaluation Report from a Fiodda Registered Architect or a Licensed Florida Professional Engineer F z6-Rerrndgcts - .: .::. , ,. ::. •.;. ,.-. Quality Assurance Approved for Use Aoprowd for Use Impact. Dearm B# eg Product Model. Numbergr Name Product Description Cantrad Expiration Date In muz- Outside HVHZ Res ski Pressure FLafa914R2 990 S�DK% 10 �goia Date Parrallina 20 Mus Version um2209 EOOssawat.LoMM Validated,01 Yitw aukam [8gAgerary Approved Revision 2017 L.V. Thompson, hiss die Thompson Architectural Tony Chdtbnan Zatlfry R. PMel Locke Bowden 1d102017 1d1012017 tOn'72017 12/12/2017 Approved Metals Company (TAMCO) (813) 24&3466 PE-74021 (334) 300-IWO Caboory: RotMg tony®gometekaoft-cam Subcategory: ROo6rrg Accessories that are an haregrat Pad of the Roofing System Camplbnce Meaied:EveNatbn Report Boma FbRds RegYWM ed dtBed ore Licensed Florida Professional En~ FLHM84tg Products Quift AssuranceApproved for LIM Approved .for Sm! IMWit !>ealon affi! teHVHZ OulakleIgaii Bttb11M PrasMrn 1 TAMCO Flat Top 004rlidge Vent with BafiN for Tss 26 ga. sbtie roof ventilator with bMo 09009we Yes Yes. WA WA fta1a1&42 29111 Intkv or 211 21t Date PKHKM 2#1 1111112, Version jasiddliggagg contact Engineer A1icense. V&gddM Be aukwm pgg,dg KWM epa�tg( Revision 2017 L.V. Thompson, khe tore Thompson ArMaedural Tony Chnelmen Ldury R. RMel Lodes Bowden 10/10I2017 10f102017 iW172017 12/722017 Approved Melds Company 1TAMCO) (813) 2486488 PE-74021 (334) 30D.1800 Cabgry: Roofing tonyepanefaioo8ng.00m Subcategory: Roofing Accessories that am an Integral Pan of the Roofing System Complance Yelhod: Eveluaton Report goon• Florida Ragbbtad Architect or a Licensed Florida_ Professional Engineer KMM84U Products guNkAuumm Approved frar like Aiamovadjorthin 12219 laWM seas Product Model. Number or Contrast, E.Dindken Dabg»g Oulskk HVW Rearlorm Promise, 2 TAMCO Gooseneck Vent 26 ga. O1MI)VI 26 No Yu WA +W.U.6 6 N.15 UL Asphalt saturated Oanic felt IOIIM021 Yes Yes N/A WA Florida Department of Business & Professional Regulation Page 1 on Building Codes and Standards m1201v Florida Department of Business & Professional Regulation Depa eg pile 1 a I Florida Department of Business & Professional Regulation Pp 1 a 1 Florida Departrnent of Business &Professional Regulation Prip.1 oil Budding Codes and Standards im m+a Bulding Codes and Standards 11&2018 Building Codes and Standards 1tsm1s Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Code Entity or Date agate Pate Pend- ante FLa1a1e4t2 8 2 ,jypa Version Manufacture Contact Engineer & License Validated By Validated Submitted FBC Approval Approved ,fig zua 221111 Version Meadeatea EffifLar Contact Viddidard By Iaa !aa VgIddind Ambli td !d.&W !mil 20 AtaoKomd am LM 92ft Venetian aseddeaaa+r P.olkta Surd Enalmoor a License VaNdodIN 21M P.ta Deal Pending mild" Submitted PW Ancestral 20 Apruma9 EaaM 2211111 Lalg Vgplgn Illisfideahm Enter or contact Eosinsaw a.47mmens, Validated 8, go 20 Dide Pascal Validated ademtlYtl FW Agpnral far AoprmW tm a Revision 2017 Lomahco, Inc Category: Roofing Andrew Carter James L. Buckner, P.E. Steven M. Unch, PE (501)982-6511 PE-31242 (717)317-8454 04/092018 12/182017 04/1WO18 06/122018 Approved Revision 2017 L.V. Thompson, Inc. dba Thompson Ardg9ecWbl Tony Christman Zachary R. Prod Locke Bowden IOII 2017 iW102017 10/172017 12/122017 Approved Revision 2017 L.V. Thompson, Ina dba Thompson Architectural TorryChrMlmen Zachary R. Pitt Locks Bowdon 1011012017 1011=017 IW172017 12112=17 Approved Revision 2017 Florida Mehl Produce Inc. Clark Jones James L Bucher, P.E.Q Michel John Riemar, 1025=17 I(VD5/2oi7 10/T/2017 12/122DI7 Approved Subcategory: Roofing Accessories that are an acarter@lomanco.can Metals Company (TAMCO) (813) 248-3458 PE-74021 (334) 3DO.1800 Melds Company (TAMCO) (813) 2483456 PE-74021 (334) 300.1000 CMsgoy: Roiling (904) 783.8400 CBUCK Engineering P.E. Integral Part of the Roofing System Category: Roofing bnyQponsbkw8n9•arm Category: Roofing torryQpometabooM9.cam Subcaegory: Roofing Accessories that am an dadkQfiamoo.cpm PE-31242 (561) 414-7557 CPmpllance Method: Evaluation. epos from a Subcategory: Roofing Accessories that an an eubCalsgory: Roofing Aaaeorbs that are an Integral Pat of the RooMg System Florida Registered Archltect ore Licensed Florida integral Part or the Roofing System Integral Pad oaths Roofing System Compliance Method: EwkfUon Repot noon a veer essional Engineer Comgbncor Mstlned: EvakMOon Report friend a FloM)a Reghtered Architect a a licensed Florida Report from a Florldra Registered Coa>p Mod haAAmt itedtorrai Limed Fbrkla Florida or ldanad Florida ProfessionalEno f{�(,'i72D7P-R3 Pfodtlda . i - - - - Professional Enghm Professional Engineer Quality Assurance .Approved for Use Approved for Use impact ggslgn _ _ .49" Product Model. Number or Name Product DescriptionContract Expiration Data In HVHZ Outside HVHZ Resistant Pressure Q afm.ANllsanrcjr Agee Approved aCiA! imem 22" 1 Deck -A ry DA-4 Low Prose, Poypropylene Plastic, Roar Vent 07/102021 No Yes No -97.51-97.5 Quell ,Agg®g Appoved for Lies Approved.for Use lnolF{ glSied OWNLANBreenfd Aggrieved for Use Approved for LIM mmlri Daralont $gg: Prockhet Modal. Maribor or Nanr Product Dissertation Ip.IJSZZ Cubicle HVHZ Rds Pressure Mechanically Attached! to Plywood Duck, affix Product Modal. Number or Nan Pirriduct Dissertation Contract Eruilration Dab In HVHZ Ouselift, HVHZ Basis= Ptlsspn affi! Prodarat Model. Hoverer or Name Prodisid DOWAM- figowkdzmdmbaao In NVHZ Outside, Hylliz lifistitafig Press— 3 3 - FLAMCO &gakRV 10 Rings Vent&gak Murdrm Ridge Verde for pydled moo fabricated 121312020 No Yes No NIA 3 TAMCO Off -Ridge Roof Vent Wlm Soft 26 ga. static, roof wptilelor with Integrated belfis OPM=026 Yes Yes WA WA 4 TAMCC, Round Top Off-Mi gee Vad with BNM or Tie 26 go. static roof ventlator with beRo 01111092026 Ya Yes WA WA from 0.02Y Aluminum Florida Department of Business & Professional Regulation Page i of Florida Department of Business & Professional Regulation Page I al Florida Department of Business & Professional Regulation Page 1 or i Florida Department of Business & Professional Regulation paps 1 oft Building Codes and Standards 1202920 Building Codes and Standards 1202020 Building Codes and Standards 1202020 Building Codes and Standards iWMIS Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Conde Entity or Me fig Date Pending Dte mm Version Manufacturer Contact Engineer & License Voldated By Validated submitted FBC Approval Approved Status OEM 9.2k or Date Date Date Pending Date Tj(Ia Version Manufadum Contact Enanea & License Validated By Validated Submitted FBC Approval Approved Statue code Entfiv C _gs1e 20 Date Pending Ito mm Version Manufacture Contact Edminser & License Validated ev Validated Submitted FBC Aoomval Amproved 9hfus B!1lN4t4 � meadagest C&UAW Validated M V,]Wbd aukmmw FISC Abieraval Amarronsid�gy Revision yLA5849.R11:f+nIddots 2017 Sorel Roofing Category: Roofing Subcategory: Roofing Tiles Compliance Method: Evaluation Report from a Product Evaluation Entity ' Anderson Robin IAPMO Uniform Evaluation Gary W. Walker (801) 380-6091 Services LLC. (205) 854-0180 RobinAnderson@borei.00 m ' 10/18/2017 101061N17 ; - `` 10212017 , Approved ADp Revision 2017 Glottal Protection Products, LLC. Category: Shutters Subcategory: Storm Panels Compliance Method: Evaluation Report from a Fiorlds Registered Architect or a Licensed Florida Professional Engineer TRobins- Welter A. Tilsit Jr., P.E. John W. Knezevich, PE (954) 689-7545 PE-44167 (954) 772-6224 lim.roblnson@gppent.com 09/062017 08(J1/2017 09/112017 1y122017 p Approved Revision 2017 All American Shutters and Glass Category: Shutters Subcategory: Storm Panels Compliance Method: Evaluation Report from a Fields Registered Architect or Licensed Florida Prcterecones Engineer Mike Barbieri Frank L. Bernardo, RE Troy Bishop, P.E. (561) 712-9882 PE-0046549 (954) 947-0880 mlkabQallemericenshutte rs.com - 10/18/2018 10/182016 10232018 12/112018 Approved - Revision 2017 P 9016M Porte riW Build C ne Group Ind. Csbgay> atComponents Suborner": Tree PWr Compliance Mathed: Evaluation Report from a Product Evaluation Entity Shad Lads ICC Evaluation Service,. LLC VraWn M. Ranted, PE (847) 9IW73 (407) 681-1917 hilsrdsQalohhstw cam 09112M17 072017 910 OG21/2DI7 Approved # Modal. Xronba or Name Quality Assurance Product Description Contract Expiration gall Use In HVHZ Aomoved for Use Outside HVHZ Imoad Impact Resistant Declon Pressure FLa15p76.R5tarodhrcls sea a 1 ..-; Product Motla. Number or Name 20 Gage Galvanized Steel Storm Panels/HVHZ Quality A Assurance Product Description Contrail Expiration Corrugated Galvanized Steel Storm Panels retained 12/312020 or nee.by tracks to provide humicane pircleation. Approved for Use Approved for Use Dae In HVHZ Outside HVHZ Yes Yes t I� Resistant Yes D I 11 Pressure N/A Fl1H 889-R2 Fkoduas 1 ::, Product Model. Number or Name 24ga Galvanized Steel Storm Panels :: Quality Assurance Product Description Contract Expiration Date 24ga Galvanized Steel Storm Panels 12/312020 - Approved for Use Approved for use In HvHZ Outside HVHZ Yes Yes Impact es Yes Desfun Pressure N/A - - 401 1 Producallicadvill. Mumbar or Nam nW BCG/Alpfa Higher Strength (H &song; S) glM l—Arearorned Product lboarlodion Conked Expiration Dab Meld Connector Polo 121312g22 jor UserAggrieved In 0101111111 HVHZ Yes Yes 1l0 pAskad WA linsesur WA cz 16 nuo-ry o y a Profile a - Rialto, o es l 17 Saxony 900 - Country Slate, Hartford Slate, Shake, See, Flat Profile - Stockton, CA 12/312020 No Yes N/A WA Spilt Old English Thatch 18 Saxony 900 - Country Slate, Shake &amp; Slate Flat Profile - Henderson, NV 121312020 No Yes N/A N/A 19 Saxony 900- Country Slafl, Shako, Stale 8xmp; Split Flet Profile -Lake Wales, FL 12/312020 No Yes NIA N/A Shake 20 Saxony 900 - Shake &amp; Slate Flat Profile - Lathrop, CA 12/312020 No Yes N/A WA 11 le kile dfirr m ro e- an r No Yes 28 Villa 900 Medium Profile -Lake Wales, FL 12/312020 No Yes N. N/A Florida Department of Business & Professional Regulation page I of I Florida Depardnent of Business & Professional Regulation Pop i of / Florida Department of Business & Professional Regulation papa 1 Oil Florida Deparbnw t of Business & Professional Regulation Paps 1 Oil O Building Codes and Standards 115=1e Building Codes and Standards 115=1e Building Codes and Standards 115=18 Building Codes and Standards I/ MIS Product Approval Application Detail Product Approval Application Defall Product Approval Application Detail Product Approval Application Detail — Btt0916M SdMk EmAyst !act 2112 Data Pend gull Btt t C901 Enft or lace 21M lamPalm9lm Gak Flt1999M 226 small or Jam, 20t Dint Psndlr gig 13 COO EDtltr9t RIM !aa Dab Pending Rok LM Revellon vtmap 2017 tAn f&.h u nW Building Component' Group Inc. EmlaticaLhanoryelMateday Shad Lewis ICC Evaluation Sella, LLC William M. Ransil, PE Yldaatd awow d OW192017 091072017 PD&.Anatomist Amp141aat 09212 ima Approved App Drat Revision Revision vowm Mosoulanclumir 2017 rTW BWMkg Compordrou s Gp tea contact Erab�aLiam V.Ud Wav Stuart Lewis ICC Evaluation Servcos, LLC William m M. Ranted, PIEIOM17 Validated aid FBC Airanninnil OM 09/07=17 Aparozfd 09212017 two Approved mm vow Revision 2017 muubd= rrw Building Components ents Group Inc. Contact, Erbrr&LWrrea Vaebtedsy SteeLewis ICC Evaluation Servks, LLC WNiam M. Railed, PE d Y&ddtad Bugs -Wad FBQAcatmal 091192017 OW072017 Asonived aW20 2117 akm Approved lYa: Yaolg- Revision 2017 Cam MrTsk Industries, Ina Consist Meador Sir David Wet ICC Evaluation Service, LLC ICC Evaluation Service,. Mod $dmmlad FZQAn irvid 1011 W2017 1(VI WMI7 App[41ad 102'=17 amaa Approved Category: Structural Components (1147) 9186473 (407) 6811-1917 Category: Structural Compornte (847) $186473 (407) 681-1917 Catetiory: Structural Components (847) 9IW73 (407) 681-1917 Celogpry: Structural Compensate (314) 851.7400 LLC. SubCabpay: Tres Plains sowMQaginata.com SulsCalegpy: Trues Pita slawNQaphoxwoom subCabgory: Tries PWee alewlsQepluhetw.can SuIsCategory: Trans Pees dwedQmll.com pos) 59098M Complance Meshed: EvaMetion Report from a Product Evahstlon Entk Complance Method: Evaluation Report from a Product Evalatpn F-Mgr Compliance Mstlh, : Evaluation Report from a Product C-velut8on Entity Compliance slashed: Evaluation Report from a Product Evaluation Enity Pia 91M1ffiCAW Aggrieved jar Llso Approved for Use 1=20 Reeled FL#1904ti Pnwhlds Greatly AMB Approved for Aggrieved for UN mm�t gumn FLaf992Re Products Approved for use ABp02Y40.(a Use hoof 1asissid hAIJI Re Prvduete ABaroved for Use Approved hour inumm Jam seasProduct Model. Number or Harder Product Doomiction In HVHZ oulddle, HVHZ Btlaleas P—ra affix Product Model. Number or Nomer Product Direcdollon 2gatidLadmoo2a heHVIC Prumnats AMR Product lsedM.NuubrorNow Product Dissertation ContactEm Data In HIM oubims vflz Resistant rmsm¢ ataa Product Me".Number orNarr P InKy"Z Outside i 2 MW BCG/ApInre Hags Plate Mehl Connector Polo 12/312022 Yes Yes WA WA 3 rTW SCG/Abins TMOx Meld Connector Plate 12(312= Yes Yes WA WA 4 fnV BCG/Alpile Wave Mehl Connector Plate 12/312022 Yes Yes WA WA 1 MiSSHS 18 ga. super high Wanp has connector plat 01101=3 Yes Ya WA WA Seattle CrVAM U) Florida Department of Business & Professional Regulation Building Codes and Standards page I a I 1 2g1e Florida Department of Business & Professional Regulation Building Codes and Standards Per I of I 11�18 Florida Department of Business & Professional Regulation Building Codes and Standards Pape 1 Of I 11512018 Florida Department of Business & Professional Regulation Building Codes and Standards Papa I Of I vem18 O Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail W RJ2197Jt6 Cede EBfd�' or !ar sat paw DealtCe4e nafn.aa EeaPLgr lea tea 20S:sra F1/21974ss EI1daLg[ ma !act � g�� � EmtgLat sta !� 20v / ^ J Ixse vanla- tm-idis= Contact EmiobttLlsame Validated By MAN" aWmWd FBCA—,[ Aecraved Eaaa rant vmaB ttMmaMalMt Contact ErAk 3A UVididwradBy VWWmWl aWstad FOCAoormil Aoomna HALM fps Yank- aleadlgim Sontod Emissio ALA vaWlCsd®L YAM" apgmlaMl Asprovial own nee vemmn ammdesm Cooked Enpker&Lk— vdldobtlmc Meditated blififialifid FBCcAfmraval Apirmusfied Ali" RevWon 2D17 Mnek Industries, Ina David Wert ICC Evaluation Service, LLC ICC Evaluation Service, 10/19RO17 10119=17 10222017 Approved pevmm 2017 MITek Industries, Inc. Davit Wed Kx Evaluation Service, LLC ICC Evaluation Service, 10MV2017 10/19=17 10112=017 Approved RevWon 2017 MITek Industries, Inc David Wart ICC Evaatbn Service, LLC ICC Evaluation Service, 10119=17 1011 W2017 101242017 Approved Revision, 2017 MITsk Industries, Inc. David Wert ICC Evaluetlon Service, LLC ICC Evabed. Service, 101192017 1011192017 1022/Y017 Approved Category: Structural Components (314) $51-7480 LLC. Caegory: Structural Components (314) 851-749D LLC. Cate2m: Structual Componeda (314) 861-74$0 LLC. Category: Structural Components (314) 851-7460 L1C. SuIsCMegay: Tow PWes dwmdQmii.cam (206) 599.9860 : These Plain. deart®m9.com M69"Wo : Trues Plains dwsmtQndl.com (20.516 g00 dwemt®md.— RM SB9.8800 Co mpNr Method an: EvaWetlon Reportfrom a Product EvaNration Entity mBut ggngce Metlpd: Evaluation Report from a Co Product Evaluation EnMy CampNar ed: on RePod from a Product Evoluel Entity Compliance Mstlfod: Evaluation Report from a Product EwWall Entity O 101"974M Produeb FLer 197.M Products 11I121e74ta Products; FL92197.1te Produce L ggdkADUSM Aoorovid for foe Auorwed for Use land gglpg Approved for Use Approved for Use mined Desmn Approved for Use Aonrovedfdrtdr Iomdi Damian a-Ut,Aap[tast Act La! Approved for ON Import lash jag,)E 2 Product MoM.NUMerr Mama Mil 16 16 ga. truss connector plate 01/012023 I-hlQli Yes gaaide,Hv.Z Yes Iisame! 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Number or Ram MT20H6 Product » 20lie. no strenptn tuft camector plate OIMI 23 In HVHZ outside, Yss Yes getwom WA proN WA A u � Session Climate atanaCIN.It O s_ Florida Department of Business &Professional Regulation Page z orz Florida Department of Business &Professional Regulation Page 1 of Florida Department Of Business &Professional Regulation pop 1 Of 1 V Building Codes and Standards 1/202020 Building Codes and Standards 1202020 Building Codes and Standards 1/512018 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 0 m FL&t58-R72 predate - FLf17744W Editorial Change code Version 2017 Manufacturer Weyerhaeuser Category: Structural Components Subcategory: Engineered. Lumber EMIN o Coad Engineer License Validated Sy Cormad Rob Baldwin ICC Evaluation Service, LLC Ian Lehr., P.E. (253) 924-6476 (608) 839-3288 Robert.Baldwln@weyerha R& Jam,¢ Validated Submitted 04N12019 03222019 Date Pending FSC Approval ,g�tg Approved 04/082019 status Approved StaJtt Typo Yalam- Revision, 2017 llenufbcww Commercial ConcreteProduea,lna Category: Structural Compensate SubCelsgory: Produce Introduced a s Result of Entity of � Egger vale.red er Robed Ggla T1UY H. HUYNH John Hoy (813) 659-3707 PE60122 (352) 5SM311 pracasgelorQyahso.can 20 Lam/ Yalmsad iNkmasd fai'r�al 10f142017 10/13271&20 017 10/7 20 Apprgng 12112/2017 At" Approved w ^� G Quality Assurance Approved for Use Approved for Use Impact Dealgn� San rk Product Model. Number or Name Product Description Con+mc[ Expiraion Date In HVHZ Outside HVHZ Resistant Pressure 1 High Strength Concrete Lintels 4, 6, 8, and 12 inch wide lintels OM12022 Yes Yes N/A WA Compliance Method: Evaluation Report from a --coin Product Evaluation Entity • Complonooll 11 oil: Evaluation Report from a Florida RODWWW Artlubd or ■ Licensed Florida _ FL485274N0 Pmduds - .Impact Proosslonat Enphhrr SOO N Roduct Model. Number or Name Quality Assuance Product Description Contract Expiration gal Approwd for Use In. HVHZ Approved for Use Outside HVHZ Resistant Deslon Pressure Ftstne.Ra Produce z 1 Mlcrollam LVL Laminated Veneer Lumber 03/31/2021 No Yes N/A WA QUMW Assumance Amprefined forAl" Approved for ins lDlWm Doslon Q 2 3 4 Parallam PSL TmberSlrend LSL TJ Rim Board Parallel Shand Lumber 0313112021 Laminated Strand Lumber 031312021 Structural Conpostte Lumber or Oriented Strand 03I3l/2021 No No No Yes Yes Yes NIA N/A N/A WA WA NIA E!(LaProduct 1 Model. Number or Nomes Gvelty PreceaaCommadal COnaete Products ProductgltSatpdaB cooky& Expiration yde Precast and Prestressed Conaete unable 0525/2024 to HVHZ loussidiriflQ$ No Ya Reaktw WA Pressing NIA J Q„ board Rim Board 5 Weyerhaeuser Rim Board Oriented Strand Board Rim Board 03/312021 No Yes N/A WA SHEET NO. PA '2 A W