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Home My WebLink About3220 Lytton Hall Dra ❑ FD FE E]EIE] 7 FE�] FE:11 F FE11 IFIL] E] E]DED E:]ET:] E]E] �D� INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 ROOF FRAMING PLAN 8 LINTEL DETAILS SIN STRUCTURAL NOTES ABBREVIATIONS SN1 DETAILS AB orA.6. 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 ALTorALT. Alternate BC Base Cabinet BF Bifold Door BK SH or Bk Sh BookShelf BLK or BILK. 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 Cir. Circle CJ or C/J Control Joint CLG or Clg. Ceiling CMU Concrete Masonry Unit COFF or Coff. Coffered or Tray Ceiling COL or Col. Column COMP or Comm. Community COMP or Comp. Compressor CONN or CONN. Connection CCont. Continuous CTT or or C.. T. Ceramic Tile D or D. Dryer DB Door Bell DBL er Dbl. Double DCF Decorative Cementitious Finish DEC or Dec. Decorative 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. Flr. Finished Floor FIX or FXD Fixed FLR or Flr. Floor FLR SYS or Flr Sys Floor System FOM or F.O.M. Face Of Masonry FP or F.P. Fireplace FR DR French Door FRT Front FT or Ft. Foot/ Feet FTG or Ftg. Footing FXD GL Fixed Glass GALV or Galv. 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 KS or K.S.KlWall Knee Sp KS or K.. Knee Space LAUN or Laun. Laundry LL Lavatory LF L. or L.F.. Linear Ft. LL Lintel Length LT Laundry Tub M AS 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 ML or M.L. Microlam MONO or Mono Monolithic MIN 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 PED or Ped. Pedestal PH Phone PKT or Pkt. Pocket (Door) PL or P.L. Parallam PLF Pounds per linear foot PLNT SHLF or Plt. Sh. Plant Shelf PLT HT or Plt. 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 Rec. Recessed RECEPT Receptacle REF or Ref. Refrigerator REINF Reinforcing REQD or Req'd. Required RM or Rm. Room RND or Rnd. 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 SQ FT or SF or S.F. Square Foot (feet) SQ or Sq. 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 LINO 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 Vent through Roof W or w Washer W/ or w/ With WA or W.A. Wedge Anchor WC or WIC or W.C. Water Closet (toilet) WD or Wd Wood WDW HDR or WDW. HDR. Window Header WH or W.H. Water Heater WC or W.I.C. Walk-in Closet WM or W.M. Wall Mounted (plumbing fixture) WP Water Proofing) WS Water Softener VW Welded Wire Fabric (Mesh) S3 DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS All WORK SHALL t III CODE, Iza"rIONAL -DING II COl l+, ELECTRUCOF ., .. A a;.t"'„ I LLS PLAN REVISIONS t01� � . DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN - 12-8-15 2.0 ADDED VAULT. CLG. 12-28-17 3.0 2017 FBC UPDATES MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. 1941 l� 0 � a 0 M � M gypp' 0 z N O z � z S J M O_ N M W N z n1 U o 1VJl lL Om T Cn Y w a a V C' OLU N c a U C° LL, ` e x I. U o °N c U' Q C. M ®IO �m N N o x Z Hill Z 0 Joao o V NJ dp -Z q v To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. o Cl)) Cl z w Z � o � U- M-E E° zo w� >m <� _® i. Cl O N XO G a z ao 00 -Z �w ao w� i rp z 0 . U Nco m o Z H YZ (n ¢ae o 2Z go Q U a� a �r Fr ao d 3 o F �o U rl ZI¢ a �U .° O La > L CM o <^ C L N ^` mco T T p C,4 L / T T— ci ,jam T N o m W 0CY) Z Z c E E dj � c d U 0 Q co J JOB NO: 19-5909 SCALE : AS NOTED SHEET NO. C S 65'-0" A D S3 4 H.B.+ T I 5-SH 6" DPr ---- R&S 1 I BUILDER TO PROVIDE N W.H. APPLIANCE O PROTECTION l_________-- I I I I I I I I IN ■ fn OU) w ' oo 1 T-O8" I r OWNER'S SUITE B _ 8'-0" CLG. CARPET tD I W. I.C. I 8'-0"CLG.T� I CARPET T I I 7'-8" I ca 2, 6„ WHEN REQUIRED PER FBC 2 CAR GARAGE 8 -0 CLG. 2048„ I I I I I I I I I I 178,J I I I I - TIE - - `"' w 2668 I I HANSON 1 I I 0 I I I p I _ 2 I oo S3 o ' N00 _ (4) 2x4 #2 SYP STUDS FIBERGLASS W/ USP HTT4 @ BASE RROU BOX @ 36" I A.F.F. 1 DRYER VENT I THRU ROO EDGE OF SLAB 2" I I pQ I I BEYOND WALL I W I K i!? I HO = I S3 I W I I tl I I 1 o I I / 1 I I � I 11 1 I I I o i� Erj 60"x36" SHOWER M' ° D - T &S TYP @ 1 STORY A S3 T-4" I 4'-0" I to AHU-Au -- I I I I/x FI NOTE: FINISHED I u� Q all �c7 WALLS TO BE I I L I FLUSH. VERIFY IN I I I FIELD. I I ----- - - - - - (4)2x4 #2 SYP CCSTUDS W/ USP S3 S3 HTT4 @ BASE T _ PT. W OPT. D �I N - TILE ;- 8 8 O ^ ' 2:12 VAULTED CLG. _ FAMILY R M 9'-4" CLG. CARPET 23,_Og" in R.A.G. 3068 9'-4' CL EE! 10 ; 10'-10$„ ;n 6„ 4 4 v LO o T-10" 7'-8" ENTRY 8'-0" CLG. � d � AT 7'-4" I I 4'-0" 11'-7$" n -, 6'-10„ c�1 -HDR R&S - 2668 ib`° M 4, 7„ 8'_8" iv 5'-4 ``' 14'-6" 2668 '- 5, 4„ "' _- r I 0' R&S 7'-6" 1 5068 B.F. I 4068 B.F. in LL T o co I q PATIO CAFE „ 8 -0 CLG. d O U) CARPET 1 / M OPT. I REF. I e I „ „ 2'- BEDROOM 8'-0" CLG. CARPET r 111 2 BEDROOM 3 8'-0" CLG. CARPET 10'-41 ' 2 I BEDROOM 4 I 8'-0" CLG. CARPET 11'-0" =fn c )w O MCI A fn00 a 00 =o N �� 2'-4' o _- ----__ c - - - I D.W. I as 3L - 24 _ J 78 .3 z `' W o 8 / W j N r Q N 20'-63„ a J U .� �' I ( ( - TILE 5, ", SI Kwl ISP Fj 2'- M / v ■ / I / / AC PAD / / �0`5 PANTRY Y a _ =w �= F T L .,�� 5-SH r 16" DEEP m ` 1i ( I ca I 2° I I 00 TYP @ 1 STORY A S3 TI E N I I I ( FIBERGLASS SURROUND �� ° iv 36 ----- O 36 ---T 25-SH H.B. EGRESS A OS3 15'-10" 25-SH EGRESS O 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 Fi3 (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 11 114 LVL 2.0E Fb=2600 PSI H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED * SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 4 X 25 j S.H. 13 20 X 381 18 J X 371 S.H. 14 20 X 50 j 18 4 X 50 S.H. 15 20 X 63 18 4 X 62 4 S.H. 16 20 X 72 18 4 X 71 j S.H. 1H2 27 1/4 X 26 26 X 25 4 S.H. 11-13 271/4X38j 26x371 S.H. 1 H4 27 � X 50 � 26 x 50 S.H. 11-15 27JX63 26X621/2 S.H. 11-16 27JX72 26X711/2 S.H. 22 37 j X 26 36 J X 25 1/2 S.H. 23 37 J4 X 38 i 36 4 X 37 3/4 S.H. 24 37 j4 X 50 j 36 j X 50 S.H. 25 37 �4 X 63 36 � X 62 1/2 S.H. 26 37 j X 72 3621 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73J WIDE S.H. 32 54 X 26 52 4 X 25 j S.H. 33 54 X 38 j 52 j X 37 j S.H. 34 54 X 50 j 52 4 X 50 S.H. 35 54 X 63 52 4 X 62 4 S.H. 36 54 X 72 52 4 X 714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. FIRST FLOOR PLAN - Al SCALE: %4'=1'-0" General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section 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" DA +29.7 / -30.8 © +29.7 / -39.2 Q +28.3 / -30.8 (D +28.3 / -36.4 �E +26.6 / -28.0 0 +26.6 / -32.2 OG SEE SN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +34.0 / -44.8 WALL LEGEND TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "A1" 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 FRONT ENTRY 20 TOTAL AREA 2372 INSULATION REQ. LOCATION I R-VALUE / TYPE EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION I R-11/R-13 KRAFT FACED (GARAGE / LIVING) ❑ n L� rr o � o Q z � o z C, S d N M Z m c N � ^' o 0 111 o o a C) w Vt/I rz 00 U CO i ,,, W = o :..) o c U) u ®0 0 m N N .w O M pa O p N � z _ M 2 s 0 w v N W `W Ci ao'rno Put LL W {y'"off. Ir FES /P��'fEFl�lllt�`s To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bea ng Engineer's signature and seal. o M =a w Z co Q0 z� ym Z® ❑a ca V � U (Y O C O E U o< a z ow a Z N L, <p ¢ Z �W - Y �o .0 Z , r >z Z Z Q w o o go d U < LL rw- F S CD¢ S2 u }a zl< ° c O 0 > d' ^L1 W CO •> M > O L � 1..1� in I� • - J o Liz r T Cfl N N CD r ai W f M CV a z Z :3M E p E a o '0 03 0 _j a o Q) JOB NO: 19-5909 SCALE : AS NOTED SHEET NO. 1.0 I I DW MIRROR U LL OWNER'S BATH KITCHEN ISLAND OWNER'S BATH KITCHEN N. KITCHEN BATH 2 I INTERIOR ELEVATIONS SCALE: 1/2"=V-0" VJ 6 4--J LLJ 0 C) < 0 Ljj V) c:!, E M E o 8 U 0 Lv U) < 0 01 M Uz a 12 LU a lu 0Boa o z U) 2 E LL 7. o. 0- L 0 '�Y- 0000FESS\ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. r,_ co co C13 z 0 z ZQ _j LL. ai E V5 z Z< CL 0 E L) Z Da ca 0 F 0 O E C:) � CN T 0ti� z Wo z z I W .5 (U U) < Z < 0 .0 I � 0 z z C') m z son Cn < 0 z 0 z nj .5 0 2 C:) > (.0 rr r— CY) > C) C co 0 ■LO T (.0 CCN) E CY) E M z :3 E O ID E FT 0 0 'a 0 _j JOB NO: 19-5909 SCALE : AS NOTED SHEET NO. 2.0 0 M. M. HEEL 12 5� 12 �5 T.O.M. -- —--------- f —------------- HDR HGT. — TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) F. FL. — ---- ------- I -------------------- 12 �5 N— -- 3 TAB SHINGLES. ROOF F30 INSTALLED AS PER MANUF. SPECIFICATIONS 1' 0" --— — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- ——��---- E I E I FE] FD7 :]] FD El El 0 FE-11 FE7 E:1 El E:1 El El 0 00 nl � FL711tFE-11 0 14'-0" RIDGE VENT 12 �5 RIDGE VENT FRONT ELEVATION - Al 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M HDR HGT. 6" FASCIA (TYP) TEXTURED _ CEMENTICIOUS FINISH ON C.M.U. (TYP.) --------------------------------------- F.FL. N LEFT ELEVATION - Al General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION ..G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. 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 FOLLOIMNG VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SO. FT. c� N z o z S z J fh o_ ti We z a Q) CD o _ C1 1 / 1 U, Y � V M O ® a _0' to o � U moil I = o i U 12,) • _ 0 Q 'g o 11 sm N Z W "��Npap �z J O2? O W ��iiOct W4ALL. 2 a V--W— O �A Z Q 4 c c 0 a � � ,. _f 4J� 0 e�S J j v p`'�'�/Is�Pf ftl4il�1ti1``�\ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal, r_ o h w z M J o ¢ < LJ.. i= E E a o° <� g �a 0° °o, a N¢o L Ca ww nS Cny _ C zO U mi OLL z to J < b W Z s? U a az =� Co x 'S aI < UO C O 0 \W / C.0 T C:) a.co m �� 2 C �- O TO LO r1 2 (0 N N r ai W N w T M N � coZ o r_ O _V E C m a U � Q p � JOB NO: 19-5909 SCALE : AS NOTED SHEET NO. 3.1 L co rn 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. HDR HGT. TEXTURED CEMENTICIOUS FINISH ON C.M.U. O _ (TYP.) — 00 00 C a • u 12 5� --r-r 1 I=ors ----- 15'-0" RIDGE VENT 12 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS ----------------- _ - EXTENDED OVERHANG TO TEXTURED BE CENTEREDno CEMENTICIOUS ON DOOR FINISH ON C.M.U. (TYP.) 14'-0" RIDGE VENT 12 :7�5 REAR ELEVATION - Al — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - — — — — — — — - 1'-0" TEXTURED CEMENTICIOUS FINISH ON C.M.U. 2'-0" (TYP.) F.FL.--�----------------LI RIGHT ELEVATION - Al SCALE: 11/4"=V-011 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. c-> n r 4 t M C, N C,85 o a z ¢ d: J M cL. _ M � a t� L fCi W d a OW N E �N o r— � in ,,, E o 3 i� s ) • M 0sm N �O z � N w z o r yLL o 0�1, a w U1 in � 0Z o , (Ac 0 M@-2 Q Q LAc uZi ``° ,. � •.•� 'ram U h� JZ�o. A�l �Cb e. 'll�r •� .. .�•' \6\''r J��s��7�BiiRr111111100 SS��\�� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. o w M z z I Q E E zo oo >m ak Z® f— Xo a o 0.o¢ C E D CV Qz o <o dz ¢ W L (n 0y J m� O OLL Z Q .-A�m o< W �w go a �F OCD co < F N O a �Y (0) C O 0 .N nL' \W M > 0 C CN {i O co _ O .T� J LO o r T� a) NoN r M N d z _ E ro FL U � Q p � JOB NO: 19-5909 SCALE : AS NOTED SHEET NO. 3.2 2" 1" N M 2" cv oo - 1" ll VARIES *NOTE: FOAM TO BE USED ONLY WHEN h REQUIRED BY COMMUNITY SPECS. IF NOT, � DETAIL TO BE 1" 2" OPENING VARIES 2" 12- BUILT W/ STUCCO. EDGE OF OPENING 1'-10" �N N 12' CAP 11 1" RADIUS 1/2" RADIUS 3 1/2" RADIUS 3/4" RADIUS 4 M� 1/2" RADIUS 1" =VARIES VARIES `t - CAP iv (.o 1" 1" 1 0 iri 22" 11 2 VARIES VARIES SIN 1., 1'4" 1 1 1/2" RADIUS 4 34 all rNv cD �Td. MTa 1 1., 3�� •-� �� rN 3" T & a 4 '` _ VARIES 12 2" 2° M 32" 11" 32" 1" 1" 1 8, 1" 2 1/2" RADIUS BASE in r CO • CO iv BASE 4 • ACV 12 *NOTE: VARIES 8" 2" 3„ FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE BUILT W/ STUCCO. OPENING VARIES 2" 2"—'� EDGE OPENING 2" �N 6 1'-6" 1-4" " 1' 19 24. • � 1-1/2" THICK 1-1/2" THICK rM 0 N 4" 101, 21. 4 - 10" 6" N =1a - IN 4" 1„ 2 AMIN CV 2" 4" 3" 6" 2u 2" N W LLI fn LLJ M 24' 1-1/2" THICK 32' SIN T 2'-4" 1'-10" 52" 1'-5" 52" 00 =1N 1, 4 3, N o = 54" 12' o VARIES VARIES 1 2 N w Q ^M 22 VARIES VARIES 32 Q4' T I 60 2Cl) 3„ �ry 2 411 6" 4" a 2 KEYSTONE F11 0 OPTIONAL T 4" GARAGE DR. OPENING 4" W = KEYSTONE F11 � OPTIONAL 713' 3 4 ' TWINDOW OPENING 4" 4" NOTE: • INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED VARIES NOTE: • FIN. TO HAVE TRADITIONAL LOOK & e FOAM/ SMOOT PS MATERIAL IS ACCEPTED H FINISH14. 1 64 1a 12 54" 1'-12" 54" f2" N 1 " 4 v 3'-8" 4" 3'-0" 4" 10" 1'4" 101, O io 7 iv N CV �o M M • 1" 12" NI O GENERAL NOTES: M � - 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH 0 0 i��rnl z N O m � � ¢N p Q dz Q M Q- N z � O Y ViLu a U � y 0 LU o U m 11, m o I; z 8 z U o y m m -0 N N b yt� ZWg�N� wz a?Mm UO � Uj <n o c7 a Q W W O Z pILL m y�a W QN0P! rn 0 CV M DD O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. r_ co W MZ co O LJL ce E E w o g� s� � » �� zk od U Q= UO O E FU &` '0a o< z N C ao �� >_o CY U m� o o� Z J Nm a Qlzl]] z z Cn 3 K 02 o� gg a �w <� O as �0 �o x z¢ a UU c Q 0 > d' ^L W •� CD T M 0— ^� 0 O ■� J O T 0 04 1 L! r T ui � 1"- M N a cc � coZ z E pCIO a c0 0 ¢ o JOB NO : 19-5909 SCALE : AS NOTED SHEET NO. F 1 3 c S - o r- rn 0 L0 I 01 LO rn co 0 0 b LO I c a> v _ i rn 3 Q] O i n. E tV E O 0 C J co LZ 0 0 2 y U 0 a. 0 0 10 or LZ rn 0 M 00 0 0 d rn 0 N N 0 w 0 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 200A INDOOR PANEL CENTER #14 copper to lights & outlets NEMA 00A 1 200 AMP #12 copper to 20 amp ckts #10-2 copper to WH #10-3 copper to Dryer MAIN O2/0 or 4/0 SER Alu 200 amp 150 amp Disconnect POWER CO. FEED INTERSYSTEM 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 14, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station 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 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET PqF DUPLEX OUTLET ABOVE COUNTER [@lwP 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 24 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 Q EXHAUST FAN 4oi EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) �P JB PUSH BUTTON SWITCH (OPTIONAL) D� PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CO CARBON MONOXIDE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) N TELEVISION (OPTIONAL) © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT �M ELECTRIC METER ELECTRIC PANEL t DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G T J OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT F. C.M OWNER'S Sly ITE T I ' ROUGH -IN FOR / OPT. CLG. FAN/ LIGHT PRE -WIRE ur=-r RECEIPT. FOR ALARM SYSTEM w — j ■ ■■■■■ \E■■■■■■I • m111■■■■■■ ■i�■_■n■■f� omE I FAMILY RM /) ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PRE -WIRE PA CAFE , GFI \ / 1 PENDANT AS \ LPER SPECS r L 'Fr Q H.B. GP DISC. U.C. OUTLET FOR DW U.C. OUTLET 1tGF1'i(i�i n r 1tGF7, DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS =11111111111110 VERIFY METER LOCATION WITH BUILDER H.B. W IRRIGATION VERIFY LOCATION FGFI @ 44 A.F.F._ Dw ELECTRICAL PANEL O I I I I 2 CAR GARAGE I I GFI FOR GAR.DOO� GFI -_GFI @ 44" A.F.F. I _ � I I I A I I I L----------- GFI @ 44" A.F.F. ■■■ 2619rd 119 _ • � I ' II II 111 I� II r - J BEDROOM 2 I�OUGH-IN FOR OEM ROUGH -IN FOR ■\\mil I •P ■LIGHT PRE -WIRE //r\ � ROUGH -IN FOR IN LIGHT PRE -WI RE MAIN FLOOR ELECTRICAL PLAN SCALE: %4"=1'-0" n rLr� Q 0 c FLIL, o z0 v ¢ J M d O M z V1 = n, C1 U u- T C./1 d W d n V � 0 W N c E �tn u LU 0 8 N N V�1 N o� y M t7 goo w z Z � 2o �M� W Q - aW j C LL O Z VC Z @ �oQo o 0 42 ZH Q o W tea" 4LL O U U F ❑❑ rn 0 N 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. co coC13 J2 w Z M 22S zd U_ ce E zo .o sF Ym Q0 a z® 57, O ao OU O o E N i . 0 ¢o &Z a W W (� _ z y U ym .0 0 Z ...I aa° QW �z r, d 3 0 ao Zw az W =3 Y 0 0o Fa ao 0 C 0 L �' M > O �L 0 o CV a ^, in C _j r T T Cfl N CV ui CD T co CV o M M iri i Z Z E 1 c a E o ai 0 _j ¢ o c JOB NO: 19-5909 SCALE : AS NOTED SHEET NO. 4.0 ATTIC VENTILATION CALCULATIONS - Al 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 f o ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev) required needed required soffit by upper needed ventilators Main 29.00000 1.000000 Floor 2373 2278 325 1139 81 570 0 573.0 435.0 138.0 (Zone 1) *'NOTE* GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. SCALE: %4'=l'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. 0 PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 11150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN, OF NET FREE AREA / SQ. FT. 0 C rc , AV %J o' l M r z N O 0 0 z g e Q � N V) (9 0 V1 Y LL, O U., a V) �� N (� o U m; w 8 `= !! O I N ID `_ di t � N N b o Z o o v w Z m M m O Lu a W =�IPZ � cia'a.-�A o o�,aw 111�4 ,� �a o eoLL v e C` f' 'Q a To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. r— o w co M i¢ o Z ¢ LJL O E E ® zo oo F'z ym aN z® oa ca XO O¢ OO O� �O re N r az o z a rc z LZ OY O m0 OE Z Cn iZ oa 1 go a mw _ U <& oz 23 G C L Y II� a o A OU C O O .N L ^L1 W rro M > O U 0 O m cc C a-� r- V T •T� J o LID T .L. C0 N N CO r W r M N coN o z M z E cn a is _ E U Q cc 0 � JOB NO: 19-5909 SCALE : AS NOTED SHEET NO. 5.0 c c d V-6" 5'-7$' 6' 4$' 6' 0" 6' 0" 6' 0" 6-_0„ 6' 0" 5,_28 7,18„ TYP @ 1 STORY U.N.O. A S3 H.B. T-O" E0:1 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ .. _ . _ • o0 I— — — — — — — — — — -F-- — — — _ :.. °. _ °. — — — — — — — : — — — BUILDER TO 4' 0" W.H. PROVIDE APPLIANCE (2) #5 REBAR O 0'-0„ I :: ; : I PROTECTION WHEN REQUIRED I VERTICALS w/ in ■ I FILLED CELL :: : PER FBC 35`-4" 20'-6" 3-1/2" MIN 3000 PSI CONC. 15 N 00 I SLAB FOR HERNANDO 1 ^ I: K N COUNTY ONLY S3 J S3 3-112" MIN 2500 PSI CONC SLAB OVER 6 MIL VISQUEEN 2'-734" 4'-9" 4'-10" VAPOR BARRIER ■ ; — CJ GJ I: CJ I q It T rn T-3" 1'-10" T-6" : : -. O I I. c� 1 Cr) .......... . - - - - - - - - - �' eo M I P� T. D -3 1/2" e 2'-6"x2'-6"X1'-0" FTG G __ __ I W/ (3) #5 E.W. S3 3'-5" SLOPE 7'-1. ^ 71 2'-6( 2'-6" x 1'-0" N AHU I I VERTICALS w/in W/ 3 #5'S E.W. j TYP @ 1 STORY U.N.O. A / K CC / I S3 S3 ici FILLED CELL I 50 J T � �CJ 00 25'-1�" / 9'_581•„ •.'.'.•.'•�.' •• � - �•-••-•-.'-•-.-.— ' 128 128 ■ ■ 4'-4" 00 " FTG W/ (3) #5 E.W. INDICATES FILLED CELL w/ 3000 PSI i / I PROVIDE %2' x 9" �' CONC. GROUT FROM FT. TO BEAM W/ (1) #5 REBAR VERT ABOVE SLAB /� RECESS FOR FRT. DOOR I-4" I SLOPE L S3 iq b in / 4'-0" 4' 4" 4'-6" TYP @ ALL PLACES SHOWN / / HVAC CHASE TOP OF CONC./ PAVER T BE 4" ' HOOKED FTG. DOWELS 5" EMBED / / BASED ON 0'-0" BELOW FIN. FLR. ■ : ■ ■ W/ 25" EXT. ABOVE SLAB "GRADE 40 i / LOCATION I ..::::::........... / STEEL.. // ::::::... ... .............E .......... . -----.----- 4'-0" 16'-10" ..12'-10" o 10- in STEPS AS REQUIRED PROVIDE 1" RECESS / / I PER FIELD FOR SGD. REFER TO / KITCHEN ISLAND MASON'S SLOPE FOR / / OPT. . '...""" """"""' "' ' / LOW WALLS icj:CJ—i-jA. °1„ " ' ' "" ' CONDITIONS WIDTH / i ■, / / CJ r------------� CJ REF. :. ICJ I ■ ° I I TYP @ 1 CHASE TO ISLAND .. D.W. I � � •• .. 1 I I}1 STORY U.N.O. `i� I I ,•'{"' - I / L��— 0000� 1I n S3 v rn _____ -- I SINK I DISP { 1 `'' I t M v I o o T i� :: • . . , 1 I �.................�_ ... ■ �....:........... �....................... :_ M..............r-- .............. .... .............■ I 1'-98" L T-28" TYP @ 1 STORY U.N.O. A S3 2'-10�" I 5'-11 I r;in" I P_nll FOUNDATION PLAN. SCALE: ,"_, _o. 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 -�LUz w J Cl- CONTROL JOINT DETAIL SCALE: 3/4" = V-0" #5 CONTINUOUS ,�. ' ; ; , • '•_ REINF. SEE FND. FOR •;r QUANTITY ;: �',�:' #5 X 25" X 25" CORNER ' ' •'• ' ' `' �' ' BAR ONE FOR EA. _ • HORIZ. REBAR, TYP. .. �; •. U.N.O. .: •.: • : • ; : • ;1.; •': '• **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" f d 0 z N O z o �a J M � N E3 � � o V� Y a a Ou, ~ N C E N o � � U in r— ` E p m l sm N N N g o v d LYMa w a U) V E... w 1xZ Q�� r o U I W W 1 a a IW Z 0 1doa3' �w Vl = o ram- 0 Z tAME m itt LL YJ CdPQ r• �` f� S�p `•o� d- � OY O A •--j ROFf _.. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. ti o co w Cl)p z z Z Z¢ U- Q� o N V o� a wz co ik z® oa f C O U O F E. 00 W O O < CD a� ao ¢ aZ z L (d (n C _ C p z y h m 0 O O zz O Q W son m `'� Q -) o WLL 40 5 0 a nw =� W w J o d v �< Yo d °3 c O 0 N L > ■- r M > O Vim-. U CL Al m ICU ■T� J o LO T i Co N N � r c N M CV M �; o Z z `—° E O N E c FL o 0 -1 a o JOB NO: 19-5909 SCALE : AS NOTED SHEET N0. 6.0 UPLIFT CONNECTION CROSS-REFERENCE 7/26/19 MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 -10d x 1 1/2" HTA20 1615 1585 10 -10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1615 1585 10 - 10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8 - 8d RT3 610 525 8 - 8d X 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1400 1400 10 -10d X 1 1/2" F HHETA20 2235 10 - 10d x 1 1/2" G H10A 1340 1015 18 - 10d x 1 112" RT16A 1380 1160 9-10d X 1 1/2% 8-10d H HTT4 3610 3105 5/8" ANCH. / 18 10dxl-112 HTT4 2715 5/8" ANCH.120 10dxl-1/2 J HTT5 4350 3740 5/8" ANCH. 126 10dx1-112" HTT5 3225 5/8" ANCH. /(28)10dxl-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HD5B * 4505 37855/8" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N LUS26 1165/1070 ** 1005/915 "* 8 - 10d x 3" JUS26 1115/1060** — 8 - 10d P HUS26 1550/3335 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 1000 860 14 - 10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 1 1000 860 14 - 10d x 1 1/2" MTW20 1 1195 1005 14-10d x 1-112" U MGT/MUGT 3140 3140 22 - 10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS "X" HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-10d X 1 1/2" SP1 585 535 10 - 10d I SPT22 1 685 1 8 - 10d SP2 1065 605 12 - 10d SPT24 1 1030 1 12 - 10d 45 555 12-1 Od X 1 1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (B) (B) (A) (+ 1 OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (6) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. Rt STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS R CARRIER 1/2xCONTLEODGER INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE F-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. ROOF FRAMING PLAN SCALE: %4"=1'-0" Q M �o z_ sMN O `^' N z g � N E3 � z o (1) (D 1 T VJ Y w p U o a { O `° w F— N =3 S. o U m w O S o ' U °'S tffil N N •� V i# � Z � U) Z LU o a ' w z ih .-i Q- J o U W W a s W = s ue ii o I O c , 1 O IUL Ukx, v . L ✓ <O�� ,. z + 3 ,— To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. r� o M w M co . a o z _1 L.L _ co zo 00 >m QR d Q? Z oa CILK a F 7 OU 0O < YQ CN L o ¢o ww K� (Q U) ^ 2 U w O m� O Z J a 8 Q W zz N �y N d p O ¢ wLL z a o mw A. �r ar C O O N L O .— T- M > O QC o N m C t\ � d- o O .� .� J TO LO CO N r T 6 04 T M CN o E E Z E O E FL U - Q p .j JOB NO: 19-5909 SCALE : AS NOTED SHEET NO. 7.0 s Z 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, L01TS FORM dr GROUT SOLID i , = tY N O LU 0 15 BAR CONT. 8F12-1 B/1 T V' LINTEL DETAIL SCALE = N.T.S. E 0 mom 00 0 E 0 On 1 mom on Mo 0 on 0 00 on E MEMO TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY J W 8 F 16- B/ 1 T QJQ Q Z A Z to tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT REBAR MIN. AT (1) REQ'D 1/2"STEEL CLEAR ALTERNATE POWERS LINTEL a e a 0 e ° 4 .M.U. #5 REBAR AT TOP 4 ° D a ° n °e MIN. (1) REQ'I 1.1/2" CLEAR ° c ° GROUT J Q 0 Q C.M.u. 5 REBAR AT w Q ° 0 BOTTOM OF F' W w W O ai o LINTEL CAVITY 1 `� n —BOTTOM m w U O Z L REINFORCING Cr ¢ d LL 7-5/8"ACTUAL PROVIDED IN LINTEL p Z 0 m ¢ CJ 3 � D D 45 REBAR AT BOTTC ' NOMINAL WIDTH � it a �o �, Qo AS INDICATED (VARIES) c~n MATERIALS chi precastThtels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications O O 4'-6" LL 4'-6" LL O 5'-10" LL LINTEL PLANT SCALE: %4"=V-0" I c 0 C, Z N O � �Op Z O QN JM d N M t� z Ua LL C/7 Y W 0_ d w r V) E ,a al /, m w rn F— m oE O _ C) o a m 0 em N i0 ^. N o N w z Z U1 a I-UA LY o2 a Z 41 2 a Oar Z �� a•�' LAw .;'` M L'■ ZZ _ y 0 C<: __J &V X\ C) •. Co HOF E S� gRad 11 1f fl (111110 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 Engineers signature and seal. AkA r— CD Mn¢ w Z M o Q J W Q_ E E 0 zo W O 60 >m ¢N Z® oa K Ia rd XU F U =O O E COVra o �o ao az W 79�L_ (� _ C y O N m� O O, Z F 0) J m a o�¢ ° Q W z go W Q � U� "LL w a rnw 7 O oZ < ¢ �3 O CD 10¢ 2 00 c O 0 ^L, W CM 00-. > O C a. 0 co T_ '1'� � 0) 1� It TT ■— J r Cq Ln T— T— ai C� N N w r Ch N o M v w I Z Z M E O N C FL U J Q I] J JOB NO: 19-5909 SCALE : AS NOTED SHEET NO. 8.0 -- T N 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 CHROMATE COPPER ARSENATE A-C WILL N LONGER D CC 0 ONG R 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 TR11-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ed. (2017) AND FLORIDA BUILDING CODE 6th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1. 3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2. 1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2. 1. 3, UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1. 5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2. 1. 9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC WI 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. 3.2. 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 F 1 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 0 00 C U 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ed. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING; SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR 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-1-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 (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WIND SPEED (ULTIMATE) 140 MPH WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR WIND SPEED (ALLOWABLE) 108 MPH ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 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 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ DESIGN WIND PRESSURE: CONTRACTORS DISCRETION. (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) 4.3. CONCRETE MASONRY: # END ZONE IS ONLY WITHIN 5-0" 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. 140 MPH + 29.7 PSF / -39.6 PSF END U.N.O. (END) 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL 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) TYPE: 5B 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE SINGLE 9x7 +26.3 PSF / -29.8 PSF CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. DOUBLE 16x7 +25.2 PSF / -28.1 PSF 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER NOTE: 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1 U.N.O. IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 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 STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD GREATER SECTION PROPERTIES. 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 FABRIC T A IN 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE CONSTRUCTION. ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 NOTE: PER FLORIDA CODE R703.7 GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD 4.5. FASTENERS ANDTIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: „ „ 1 �� 1 �� FASTENING SHOULD BE TYPE W 1Y4 DRYWALL SCREWS AT 12 O.C. FOR CEILINGS AND 1)/ SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy=46Ksi OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTMA307 (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / ACCESSORIES SHALLDA CONFORM Fy ITH G90 4.5.2. SHEET METALCOATING NAIL DISTANCEFROM EDGE SHALL BE 8". THIS SHALL APPLY TO BOTH CEILING AND WALL WITH ASTM A52 -87. GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 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 OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED LFASTENERSANDTIE 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 'S 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 = 285 PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4. 7. 5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3116", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4. 7. 6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4. 7. 7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th 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. Thesign shall posted near the water heater or electric panel" s g s a be po 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C ncrete overpo and mortar along the foundation perimeter must be removed beore exterior soi�treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within 1'4' of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. G C9 z 0 0 m 0 z o z Q v J M g. N M � aCzl l LL C1 l V T G/7 Y W d ® u - O W 0 V) c to � y o U 0° W C f- m E m I U o y c � Q i44 ° Qm N N v�i N z =ter o� w o w W �, W Q N z=W a ��m�. W 4j¢a-=� 9 o 0 S E � 3 �iP��,eo a Xss� V Ly- ,/z/ff QROFESS,.a ��<<!°ffail6t0tt��1 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. o C J w M M U_ ,l m ¢ ¢ z o z Z G s ce Q E E U - 00 z N �® oa F o R0 az �o U 0z N¢o o w0 Vi cY U w O '0 o� Z }Q VJ J a ° z z a 3 0a gZ 'aLL �3 o o wa 10 a = 5-U ' 3 c 0 0 .N ^L' \W ■- r- CM O U n m 2 .� O ■ J ,- CD U-) T Cfl N CD CD r M N M 0 z Z E O ca a E U 0 pp c JOB NO: 19-5909 SCALE : AS NOTED SHEET NO. SN ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE Ur, w 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. & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. EDGES & 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED, 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + + zo + + + + + + + + + + + + + + + + + + + + + + + + + + + + ... + + + + + + + + + + + + + + '-0" (TYP.) 6'-0" + + + 6'-0° + + + + + + + + ++ + + ++ + + + + +4- + + ++ + + + + + + + ++ + + 4 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + io + + + + + + + + + + + + + + ++ +++ ++++++++ + Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2x 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 stood 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) ° x Filler blocking ° 1/8" gap FILL CELL STD. 900 HOOK BOND BEAM w STD. 90° CONT. #5 BAR> I HOOK BAR #5 CONT. 11 FROM NDATION TOHIGHEST BOND BEAM v BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRIG. WALL N.T.S. 1/8" min. Small 2" min. 2" ) gap 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 4" max. required when indicated or 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING �" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER DOUBLE JOIST CONNECTION top flange of joist. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher than 1 rnnlh SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack „ over squash=20 blocks and Non -stacking walls require additional wall or beam below.* consideration. Check local building code for appropriate 1/16 details in One 10d box areas=20 of high or--20 sinker lateral load. nail each side 10'-0" at bearing. TANK -LESS W/H iil CORNER OF HOME H C G GARAGE SIDE 000 5'-011 STUB -OUT FOR o GAS METER 0 o � U O &4 • 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" Q.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'4' (1) SIMPSON HTS20 OR (3)16d TOENAILS W TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). *' SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block / (2x4 minimum) / Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" (10d) nails at 6" o.c. �/ Provide adequate bearing for each lapped joist. 10d nails SECTION @ INT. BRIG. WALL N.T.S. " `"""' 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 or drill flanges 6'" A 1Y2" ROUND HOLE MAY 611 6" DO NOT CUT HOLES BE CUT HEREIN CANTILEVER LARGER THAN 1Y" 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" BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over king and wall or beam below.* Web Stiffener Fastener Schedule Joist Bearin Location Series Depth End Intermediate BCI5000s 9 _1' 11-7/8" 2-8d 2.8d 2-8d 3-8d 141, 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 BC160sP 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s� 11-7/ " 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSC w/(22)' NAILS 1 5/8" 0 THRU BOLT SIMPSC w/(22)- NAILS 1 R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION &13/4" Joist n joists meet over wall, provide minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel'Non-stacking walls require additional consideration.- 8 1'-0" 1"-1" 1'-2" V-2" V-3" 1'-3" V-7'" 1'-11" 2'-4'" 2"-9'" 3'-2" 3'-7- Any 16" joist 12 V-0" V-1" V-2'" 1' 2" V-3" 1'-9" 2'-4" 2'-11" 3"-7" 4'-2" 4'-9" 5'-4" S pan (ft) 16 V-0" 1' 4 " V-2" V-2" V-7" 2'-5" 3'-2"' 3'-10" 4'-9" 5"-7" 6'-4" 7'-2" 20 V-0" V-1 " 1 '-2" 1 "-2" 2'-0" 3'-0"' 4'-0"' 4'-10" 5'-11 " 6'-11 " 7'-11 " 8'-11 " NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE, THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. A A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) 1''MI, I I I I (— Nail with 10-10d nails. 11= I 1=jI7 TR — Installtighttotopflange. SLEEVETHRUSTEM ° SEE PLAN FOR °• a . • . ° ° FOUNDATION INFO 4. ° d' STEM FOUNDATION f—GRADE —nEulr LICE- nr Akr y \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. AK1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist " depth I -JOISTS BUCKETS N.T.S. /.Vt- umHJt 4 rvkJ 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 PLUMBING LINE PVC OR SCH40 SLEEVE r%11-1 r- \ /r- PYTI/1 A 1 TI IP11 1 r\ 1r% TOP (2) #5's x 4' 0" CENETERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE r E d � d. _ • G'd d Z d SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4' 0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE d dC L a —III — C d T IT, Q < d Q SEE FND. PLN. SIZE & REINF. I�i fJ 0 Q _r111 0 0- z N O I z 4 � (Z pi M — z N o Qi C � � s U a O `° L„ � N rz E �V) N wa U 0° w m 1— m E _= C) wig I zl ... Sm N N o m F— ,z a w W m a to ri -,="-o z < Z 0-`�=w o 0 = .. m E rn 11� t " _ LWZ. ° ❑ �❑ -.! aR Z •.....• To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. o Mz z¢ o wJ U_ Q E E 8 o Wo z z- a z® O L a, 00 .0 0 °a N�O ITTao r0 ww m� O N C _ a� 0y U .m oLL z <w rn J Cn ¢" o¢ �z gaO U �0 �z qp Or >O cD V M a OU C O 0 ^L1 W TT M > C) Q 0 o N in Il%% M �V!• . J �- 2 C4 N o z- ci T M N o Z co � E Cn Z t° a- E U J -0 J JOB NO: 19-5909 SCALE : AS NOTED SHEET NO. SN 1 I— — — — — — — —I FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP.) P') VARIES / 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 —J CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE SOFFIT SHEET 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT 8" C.M.U. TYPICAL FYPE "S" MORTAR 1x2 PT WD FURRING @ 24" O.C.--//FINISH 1/2" GYPSUM WALLBOARD VERT. IN FILL U.N.O. C CELLLL S (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB co AT GARAGE CONTRACTOR MIN PSI MAY VARY PER U) TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 w a NOTE:EXTEND "FIBERMESH"" WBERM .4 OR DECO FINISH 4" to 6" BELOW GRADE .E N ' °o •If-��7�— r ° — - Z W Cl) _ L o 6 MIL VAPOR > _I I = - z r- BARRIER D — N COMP. SOIL.I (COMPACTED TO 95%— MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. ON #5 REBAR CONT. 1'-4" (1 STORY) ON CHAIRS TYP. STD. 90 HOOK (SEE 4„ V-8" (2 STORY), DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0° S3 OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. <_ 8'-6". (2) @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. d 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" 0/C & c @ 6" MAX FROM END OF 2 x PLATE E (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N CHAIRS (TYP.) WWF OR FIBERMESH co TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT rG G SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. LOAD BEARING OR — EXTERIOR WALL SEE CC/S3 OR —� G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10)10d NAILS TYP. MONO OR STEMWALL— FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY SCALE:3/4"=V-0° S3 2x S.P.F. STUDS_@ 16" O.C. �r i 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12)10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK 5/8 x 10 J BOLT @ 24 O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) C, ELEV. U-0" �(ALT: 1/2"x12" TITEN HD @ 24" O.C. — IL OR 5/8"x10' WEDGE ANCHOR @ 24" a A. F. F. O.C.) 2,r d a a ° z �31/2" MIN. -0' a a d d Q° a a ELEV. 4-3 1/2" Z , a d a ° c °. ° ° d .. p A.F.F. 2x4 CONT. d w b ' 00 31/2"(min.) - 4" GARAGE DEPTH VARIES _III 1- III —III 1 I I I I If ' 9 d ° I (2) #5 CONT. ' 1—III 11 4" 1'-4" GARAGE SLAB AT STEP rB TYPICAL BEARING WALL @ STEP C SCALE: 3/4"=V-0" S3 "SHEAR WALL" 2x STUD 8" C.M.U. 1 "x P.T. STUD #5 VERT. IN FILLED CELL CV 5/8"4" "J" BOLTS BOLT @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY r 2x P.T. PLATE ASSUMED FINISHED GRADE ° D - r 00 ° o o I —III —III —III —III —III ° III —III —III —III —III —III- z ' p p ° I —III —III —III —III —III —I I � - 11111111111111111111; T 111-111-111-111-11 -- FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4 GRADE 00 — — — • I—TIlIEEili (1) #5 REBAR w/ OPT. ' —III=111=11I— I I— I I=1I I— I1=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND BLOCK WALL BEYOND EXPANSION JOINT 14" — O.H.D. RECESS z 13�� O.H.D. RECESS _ •=Icy � M `1 ' r 04 CO • °° • .. =III I I :'. ° 4;, .:..° �.a.. •, �I! II_ r �. � ` � . 'IjTT�—TTTIIIjtttttI I I- °'•�� :.`: : I�!'•F•r�.l II I I�I I I —III— I IIII) I 1 I� �.•� . `-.: `� . �.�~ :.: IIII111• SEE A/S3 OR J/S6 �ILi 1 I l 11 i ILL , , -II-1 1L-Ir FOR REINF. INFO, 3" MIN. CLEARANCE 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 11,8" (2 STOR) ) GARAGE DOOR SLAB RECESS (�j 1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE A/S3 OR J/S6 J -'LIT I I I I i Ill , 111 1 1LU= FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STC RY) V-8" (2 STC RY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. �,,S3 ADDITIONAL INFORMATION. �r TRUSS BOTTOM CHORD OR 2x4 #2 SPF � `-TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW TOP PLATE STUD BELOW 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (12)10d NAILS U.N.O. (1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6". INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) INSULATION PER CHART ON FLOOR PLAN "SIMILAR AT FOUNDATION SIMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS T SIMPSON SP1 w/ (10) 10d NAILS fAND STEP, SIZE OF FOUNDATIO2x P.T. BOTTOM PLATE REINFORCEMENT AND WIL 2x P.T. BOTTOM PLATE x 6 W1.4 x W1.4 WWF OR FIBERMESH INCLUDE THE WALL6 ATTACHMENTS " 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH �31/2" MIN. I I 1 ° _ =1 IJI�, f 31/2"(min.)- 4" - 00 �I I li I I 1 �I I PM .: II �fl - I�I I I-1 �I_I (2) #5 CONT. 4„ 111— ,�111-1 I r 811 U.N.O. MIN. 3HEARWALL ("'CC TYPICAL BEARING WALL @ STEP SCALE:3/4"=V-0" III, o0 7 SCALE:3/4"=V-0" CC S3 CO' 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING OS�GU� NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY \ coN (1) ROW 2x BLOCKING @MID HGT. FORM SUBMITTED WITH PERMIT /' ` NOTE: FOR WALL HGT. _< 8'4'. (2) (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE SECTION C/S3 FOR ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE 5/8" x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10)10d NAILS SIDE IF APPLICABLE. PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 5/8"DIA. EXPANSION BOLT @24 " O.C. SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR MIN. 2500 PSI CONCRETE SLAB W/ SPACE ANCHOR 3500#, MIN. TENSION 2600#) 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING BOLTS 6" MAX FROM 6 x 6 W1.4 x W1,4 FIBERMESH WEEP SCREED INSTALLED BAR w END OF 2" x PLATE WWF OR FIBERMESH r •� PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR #3 & #4 LAP SPLICE o GRADE 40 MIN. Fy= 40ksi [GRADE 60 MIN. Fy= 60ksi] a I I=11 _ m . p I I=11I—ITI=1I1= 9_ , .p _ z °D c7 p P. FINISH GRADE 25" MIN. LAP [30" MIN. LAP] a —III--III I II 'IIIIIh I I I 1=1 1=1 I —1�1=1If _ II . Uj I �II I 6 MILVAPOR BARRIER ITI II D D ° — — _ — I—�I—�f-�f #5 REINFORCING BAR R 17/8" f—. FIFIJI= ' I I1 J I 11= 1 11= I I I I I- 1 I I . 0 I 1_TI=1 III —I 1- r I I—III=J1=11I—� #5 LAP SPLICE 2 #5 CONT. -f1 I —Tj, () IIII p =1I' COMP. SOIL. (COMPACTED TO 36" MIN. LAP [36" MIN. LAP] ON 3" )CHAIRS 8" 1'-4" 8" 95%MODIFIED PROCTOR ASTM T 10" I D15II—=_=I_I li 4 1-4 I'— #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING TYPICAL EXTERIOR FRAME WALL FOOTING rE'�� REBAR DETAILS rF WALL W/ UPLIFT rG SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SLAB INFORMATION. VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) 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 & LAYOUT DESIGN ° e — TOP OF BEAM ° _ = - .Q I II I I; 771 SEE ROOF PLAN ;� _ _ — —° ° a a I r (2) HTS20 FOR STRUCTURAL T I_1=I ,=1 1-1 -1I I Cl) I BEAM SIZE & _ 1 a 7 CONNECTION INFO c, d' P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB a J CONT. BEAD SEALAI` Q INTERIOR d' a -31-- /2�' jK ° a � CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB as ° E c co 6 MIL VAPOR BARRIER I 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 sIr 8, z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w ° SCHEDULE SEE TYP, WALL SECTION FOR ADDITIONAL j w 6x6 P.T. #2 SYP SLAB INFORMATION J w o w ABU66 SLAB STEP & RECESS S.G.D. M CIO SCALE:3/4"=V-0" S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS GARAGE COLUMN TO PORCH SILL .. AT 8" 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/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS c 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 ;o Z GRADE a FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 N T SIZE AND REINFORCEMENT) c� WWF OR FIBERMESH �, I= 1,- LU w I I III I I LU v BRICK PAVERS or SLAB PER p o U) _ =III=I ! • �� —_— - Q COMMUNITY SPECS _— _z " 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" o-o FIN. FLR. II —I —I —I I —I —III 11-111—III I I I=1 1=1 1=1 1=1 I I —III—III— =1 I I I I= =1 1— FOOTING L) 11. -1111� 11 l 11 TIT IIII ,11-111-11 I BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE �a. SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH .. n.. ' .�. CONC. PAD INFO. SEE SCHEDULE K TAPERED COLUMN FRAMING CD�2 PATIO COLUMN FTG. DETAIL N S3 SCALE: 3/4" = 1'-0" SCALE: N.T.S. S3 _n � a 0 0 cf N z o z o M v 0 o 1/j Y W o 0 �0 N -o N = � vN � o m w m E E 0 8 ago i = U o ®� N N o� h o d o w z Z W aNy��2 a aW G LL O Z0FugR o .w N '• C Ncc y g Ern 3 d � Q i6iSftaee °n ZLU . • .-� �•� E ai' "\0y o J 4, ROFE�i'1 q To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. o w M 13 Ci z 5 z LL- Q o E =o ? g >m Z® ❑a 0 � ¢o �XU a wo �O o� a o N Qa Q ww U,7 L Cy - C 2 U m0 o' z 3 �z a 3 o2 a N� U a= o �o ;o v a zla x ° 3 °O d' L N C.0 •> CM > O U n m ca I— _ c � T o I CR r CO co as � r M CV � coN o Z C0 Z E O a ci � 'a o JOB NO: 19-5909 SCALE : AS NOTED SHEET NO. S3 (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION - CONNECTION SCREW OFF CAP (3" DIA.)- 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY WALL IS 1 1/2" MAXIMUM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 2 1/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. SL� 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 BLOCKING @ MID IF POINT EVERY OTHER .,____-2x +' 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 IL SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. :j AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONIC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL KIS4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) PROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. TO DRAIN 13 EXTERIOR WALL WALL CLEAN -OUT rA 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" DOOR JAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW KB MASONRY LAYOUT rD MIL SCALE: N.T.S. S(� Sq 7 5/81, 8" 7 5/81, 8" 7 5/8" 8" KNOCK_OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 1 Q a Q- a a a a. a o 8" STD. 9THOOK 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: 1Q FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. 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. WIDTH OF OPENING VARIES 411 FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE J a w T 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR---_.__, GARAGE DOOR ROLLER CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. SCALE: N.T.S. -TRACK MOUNTING BRACKET \GARAGE DOOR TRACK q a a a BOTTOM OF MOUNTING B POURED CONCRETE BASE FOR BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 2x CRIPPLES @ --� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" —i O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET FOP a iARAGE OOR VVVI\ 11\r141\ W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1)LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR 1� GREATER HEADER `—(2) 2x HEADER SEE PLAN • INTERIOR HEADER: 54 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER . EXTERIOR HERDERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. 00 OR SIMPSON HTT4 TYP. Op U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL ('�'Q SCALE: N.T.S. S4 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 4 a a. 12 (TYP.) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED SIMF�SON SP2 w/ (12)10d NAIL AT EACH STUD BOTTOM CHORD OR 2x4 LRUSS ING W/ 2-16d TOE NAILS 1/2" EXTERIOR GRADE SHEATHING H END FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) uj 1-7 O/C FIELD g? a 2x TOP PLATE `n 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS =" = CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) wl MIN. 4" EMBEDMENT O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90° HOOK IN K.O. BLOCK TYPICAL INTERIOR NON- ALT. KNEEWALL ABOVE MASONRY WALL DETAIL S SIMPSON SP4 2X TOP PLATE OVERLAPPING SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF SPLICE STAGGERED ATTACH ALL 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. �+A F= 2240 LBS J�+ SIMPSON C SIMPSON SP4 SP2 P.T. ATE TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL d NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSO SP4 —10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE E BEARING WOOD FRAME WALL ,J 4 SCALE: N.T.S. 54 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) HTT4 wl (18)10d NAILS (3610# SPF) ° o • HTT5 w/ (26)10d NAILS (4670# SPF) o ° • DTT2Z w/ (8)1!4" x 1 1/2"SDS (1835#SPF) ° o ° • HDU2-SDS2.5 w/ (6)1/4" x 21/2"SDS (2215# SPF) ° ° • HDU4-SDS2.5 w/ (10)1/4" x 21/2"SDS (3285# SPF) _ • HDU5-SDS2.5 w/ (14)1!4" x 21/2" SDS (4065#SPF) _._-- • HDU8-SDS2.5 wl (20)1/4" x 21/2"SDS (5665# SPF) • HDU11-SDS2,5 w/ (30)1l4" x 2112"SDS (6865#SPF) • 5l8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER &NUT 9 • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT wi WASHER & - NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT wl WASHER &NUT • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R, MIN. 8" EMBEDMENT w/ WASHER &NUT HTT / HDU TENSION TIE rN_'� SCALE: NTS S4 ROOF TRUSS ABOVE 2X BLOCKING d I 4 2X8 P.T. BOTTOM P TE 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL /-10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING o o BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY 5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. L PER BOTTOM a a 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRYrR SCALE: N.T.S. .Q a _ 2 N C'� N � o � J CM Q N C) N_ 4 Ui Y LIJ o c� Q C) V) E V� v m ` E 0 8 V... c ) -T 0 C m N N g o N o w Z m ICA Z To w/ 1-- a F M 9 LL o 11 LTl u" LU a w ED a`ny�MzED 0 Imo( 0] y—°��o P7 �z y>?m W Q�.gg111fP�df,� Q z. % DR 0 F E 55\0 `.*�� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. o c w Z co U_ o E E OCo go oLL an Z® ¢� XO o� �0 _ E�a O N � <Z Z. oQ d Z 2 L (n C C < Z Y U m O O, Z' m Q W 1 z N U o <o 50 a o O �Q 1 >0 a x V 0 c O > d' ^L W �' M .-. > O Q U n L..t.. O m no O LO r N N T ui r M N coy o z C:_ E m` 11 U J Q p J JOB NO : 19-5909 SCALE : AS NOTED SHEET NO. S4 rn z rM o ' J Cn O LO Cn rn i 0 i E O v c c J N LZ f2 O U v a 0 UI U y 'o a a 0 0 U -O.I N M 00 CD 0 a 0 v W 0 SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS BACKNAIL w/ (2)16d NAILS SIMPSON H1OA w/ (18) SIMPSON SP4 w/ 6 1 TOENAIL W/ (2) 16d NAILS SIMPSON H1 OA w/ (18) O Od x NAILING SCHEDULE FOR 2"x4" 1Od x 1 12" AT EA. 1 12" AT EA STUD USE BACKNAIL w/ 2 16d NAILS SIMPSON H1 OA w/ 18 SHEATHING DETAIL 2"x4" OUT SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. SEE STRUCTURAL NOTES OUTLOOKER ( () ( ) @ 24" O.C.7 NAILING SCHEDULE FOR OUTLOOKER OUTLOOKER AND NAILING SCHEDULE SP6 FOR 2x6 WALL, USE 1Od x 1 12" AT EA. @ 24" 0 C SP8 FOR 2x8 WALL) SEE STRUCTURAL NOTES OUTLOOKER TOP CHORD F SHEATHING DETAIL FOR SHEATHING DETAIL AND NAILING SCHEDULE 2Fx4 OUTLOOKER BLOCKING FOR :•ZA _x jq\ FOR SHEATHIN DETAIL @ 24 0/C FIRST FOUR a5° t 24" MAX. 2x4 OUTLOOKER @ 24" TOP CORD ROWS OF TOP CORD BLOCKING 45°± 2X4 CONT"L" BRACE TOP CORD BLOCKING O.C. (OPTIONAL -SEE 4" MAX. BLOCKING FOR TRUSSES @ SIMPSON H10A w/ 18 ( ) FOR FIRST FOUR FASTENED W/ (2)1 Od 3" FOR FIRST FOUR ROWS ELEVATIONS) FIRST FOUR ROWS EDGES OF 2X4 CRO BRACE 10d x 1 12 @ EA. ROWS OF TRUSSES @ AT 24" O/C. CMID HEIGHT OF TRUSSES EDGES °� OF TRUSSES @ SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF "L" OF SHEATHING TYPICAL DOUBLE TOP PLATE 2"x4" CROSS BRACE 24" MAX. EDGES OF TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 BRACE TO ° 2x4 CROSS BRACE APPROX. 8" APPROX. 8 FROM SHEATHING TYP. A 48" O.C. EACH JOINT W/ (3) 10d MAX. & (2)lOd TOE NAILS @ ° AT LEAST 90 /o OF WEB 2x4 CROSS BRACE @ 8'-0" 0/C. EXTEND AT LEAST 90 /o OF WEB LENGTH & NOTCH AT FROM RIDGE FASTENED AT EACH JOINT W/ (2)10d & (2)10d RIDGE FASTENED AT L BRACE TO EXTEND \ EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) TOE NAILS @ EA. END EACH JOINT W/ 2It 10d & 2 10d TOE) () - AT LEAST 90% OF WEB LENGTH SEE TABLE 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x FRAME WALL (SEE WALL NAILS EA. END @ ( ) GABLE TRUSS SILL • 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 1 Od FROM LEDGER TO SECTION FOR SIZE & SPACING) 7/16" OSB SHEATHING & (2)10d TOE NAILS @ BLOCKING 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR — ATTACHED W/ 1 Od EA. END : 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2) 16d 7/16" OSB SHEATHING NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 10d NAILS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST W/ 10d NAILS 6" O.C. EDGES °� TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" 10dX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD THROUGH CHORD CORD ATTACHED W/ (2) 16d TOENAILS OSB SHEATHING ATTACHED (2)16d NAILS 10d NAILS 6" O.C. BOTTOM ATTACHED "T" "T" INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ @ 2x4 PANEL BLOCKING @ 48" 2x BLOCKING EDGES AND 12" O.C. FIELD W/ (2)16d TOENAILS 2x4 ON TOP OF PANEL BLOCKING, FASTEN WITH 2x4 ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FOR THE FIRST (4) 10dx3" @ 4" 0/C FASTEN WITH 1 Odx3" 4" O/C SPACED @ @ 48" O.C. INSTALLED PER MANUF. 2"x6" P.T. SILL „ „ ROWS OF TRUSSES FROM 2x4 "T" ON TOP OF PANEL NOTCH L BRACE HERE EA. END TYP. TOP & SIMPSON HGAIOKT w/ (4) 1!4 x1 1/2 MOISTURE BARRIER „„ „ 5/8 x 10 J BOLT @ 48 O.C. BLOCKING FASTEN WITH WEEP SCREED BOTTOM ATTACHED w/ (2) 10dx3" @ 4" 0/C • SDS SCREWS TO TRUSS & (4)1/4"x3" SIMPSON SP2 w/ (12)10d 5/8"x 10" "J" BOLT 32" O.C. MINIMUM 6" FROM �° SIMPSON HETA20 w/ (8)1 Odx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. 16d TOENAILS 2 4 LEDGER (MATCH BOTTOM SDS SCREWS TO PLATES AT 36" O.C. NAILS AT EACH STUD SIMPSON HGAMV W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (i 1/4"x2 3/4" TITEN TO CMU EXT. WALL CONN. NON - LOAD BEARI G LOCATI SEE TYP. WALL SECTION FOR SCALE: 3/4" ADDITIONAL INFORMATION. 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 x CHORD SLOPE OF ADJACENT DBL. TOP PLATE 1 Odx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS TRUSS) STUD WALL (SEE TYP. SEC.) 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 SECTION 3 SECTION 4 WEB, USE MSTAM36 w/ (7) 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 SCALE: N.T.S. S5 SCALE: N.T.S. S5 SCALE: N.T.S. ��5� TITEN ON OUTSIDE ON - -1'-o SIMPSON H1 OA w/ (18) BACKNAIL W/ (2) 16d NAILS 1 Od x 1 12" AT EA. 2x4 OUTLOOKER REFER TO DETAIL J SHEET S5 FOR N '' SEE STRUCTURAL OUTLOOKER @ 24" O/C X- X-BRACING, AND TOP r ' NOTES AND NAILING TOP CORD CHORD BLOCKING N SCHEDULE FOR BLOCKING FOR INFORMATION `� 00 °° SHEATHING DETAIL FIRST FOUR ROWS OF TRUSSES ES @ 2"x4" CROSS BRACE 24" MAX. OF - WOOD TRUSSES APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND -2x4 RAT RUN BRACING % 1 1 2" 1 EACH JOINT W/ (2) AT LEAST 90% OF WEB AT 24" O.C. ON TOP OF 1 2" 10d & (2) 10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 TRUSS SPANS NAILS @ EA. END GABLE TRUSS ATTACHED W/2-16d `/ 1/2" CDX PLYWOOD OR 7/16" 2x4 PANEL BLOCKING/_W/ AT EA. TRUSS JOINT l_!1 " (2) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2' x 4' LAMINATIONS W! (1) ROW (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF OSB SHEATHING ATTACHED @ 48" O/C FOR THE (2)16d NAILS „ 10d NAILS @ 6 O.C. 2x4 BLOCKING @ 24" L CKIN) OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS FIRST (4) ROWS OF TRUSSES FROM EA. E ES AND 12" O.C. FIELD 0/4 16d (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL END TYP. TOP & JACK TRUSS TOENAILS @ EA. END NOTES: BOTTOM ATTACHED SEE PLAN FOR 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS CONNECTION MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) 'ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL 2x4 "T" ON TOP OF PANEL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 10dx3" @ 4" 0/C (2)12d TOENAILS _ a 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF " D c� B.U.C., SAME NUMBER OF ROWS, SAME SPACING) - 8 TYPICAL NAILING SCHEDULES FOR BUILT UP COLUMNS _ SECTION("9 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)10d PER JOINT IINIMUM 2x :ROSS BRACING 4=� 3EE PLAN FOR OCATIONS) 1Odx3" O/C TOENAIL 6" O/C W/ (2)16d TYPICAL (2)16d PER NAILS JOINT I- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rT� 12 6.9 1 MAX. SCALE: N.T.S. 2"x4"y RUNNE ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. 1 GABLE TRUSS S5 "L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 S5 `CONT, BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES SCALE: N.T.S. �S�5 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES L 6" OVERLAP `-MINIMUM (2)16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL rM SCALE: N.T.S. Srj 8d @ 6"O/C 2 x 4 BLOCKING w/ (2) 1 Od WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) 0 Z w BRACING w/ (3)10d x 3" AT • EACH CONN. @ 24" 0/C SIMPSON HGAMIOKTA w/ (4) MOISTURE BARRIER 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" \_BONDBEAM TITEN TO CMU L1 El MASONRY WALL 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. L' BRACE ATTACHED 16d NAIL W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8' 'L" BRACE J 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 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. ARCHITECTURAL FINISH NOTE: / EXT. WALL CONN. @ NON -LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"4" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-O" - 6'-0" 6 4' & 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. "L" BRACE W/ 10d @ 4" 0/C (SEE SCHEDULE FOR SIZE AND LOCATION) SIMPSON HGA10KT w/ (4) 1/4"xi 1/2" SDS SCREWS TO TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES (TYP.) /—GABLE TRUSS `STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. �L CORNER JACK C7 a U Q W Z O U HIP FRAMING REFERENCE PLAN 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP & BOTTOM CHORD CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING @ THAT MY BE REQUIRED 4'-0" O.C. MAX. FOR 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION u (D z N O � O z N o � z Q — J M d. N E3 M (O � z � � a LL Lo LL a U Ow IN c F= �� m LLJ m �- T e a l...., �. U o <q 0sm _0 N v O 0 o N w 2 o ,moo d Z � w ;ro W 0 m 7 a W Q W ' Z �.w @ �oaq a o 44 U)LL W a4 A •� v PCs. "R O F E S �//r��, Rlr i I Ittiii0<t To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. o M M z o w z Lj- E 0 E _�� = *. Z� U O _ o E N XO �¢ O o 51 O� woo Q f L _ C O m 0 SE z,_wm fn J a 0 az z rq U 3 Op LL 0 O z Z �w ~ �0 oz =3 O ¢ - 8 O �1 za o3 C O O .N nL1 W • — 7-- M �..�, > O 2 0 N m co C o • — J LO o I co N N T r ui N r C'') N o M y i Z Z e O 11 U J cc Q a J JOB NO: 19-5909 SCALE: AS NOTED SHEET NO. S5 - I 111 Alo 1I I 11111 111 1 1 1 1 1 1 1 1 l—F T_ co _o 0 LO rn i L c v v 0 0 J 0 I aci -o 3 a 0 i v E E: v C c N N EZ 0 U E c� i 0 i 0 0 U J a> r7 s hi 0 0 CL N v 0 W O v DOOR JAMB REFER 1x4 1/2" DRYWALL ( 1/2" DRYWALL DOOR JAMB REFER DOOR JAMB (REFER 1x4 ( 1x4 1/2" DRYWALL MAX. UNACCEPTABLE INSTALLTION 8" TO PRODUCT P.T. TO PRODUCT TO PRODUCT APPROVAL FOR CONN. PROPER INSTALLATION ` DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1 X 4 ` #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM W/ 8d 4" 1x4 P.T. 3-1/4" LONG X 3/16"� FURRING 3/16"� X 3" LONG FURRING TAPCONS (2) ROWS 3/16 x 3-1/2 FURRING #5 REBAR ` AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD PLATE @ O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCON @ 16" O.C. & 4" STAGGERED @ V 2X8 (TYP,) BLOCK@ SPACING �� 1 DETAIL 1x8 P.T. FROM EACH END w/ MIN. O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH 1X8 JOIST10d 2x BAND JOIST W/ FACE PER MANUFACTURE MASONRY THROUGH 1-1 /2„ DETAIL 1x8 w/ (2) ROWS 8d NALS 3 �� DETAIL STD. ` �Tq. 90° HOOK (TYP.) NAIL @TOP & TTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12 O.C. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" TAPCON @ 16" DOOR JAMB (REFER 1x4 P.T. TO PRODUCT 7L:11L:71� O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALLDOOR TP t[N JAMB (REFER EACH END W/ MIN TO PRODUCT SHEATHING TO TTOM OF BAND TO PRODUCT2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16"x ' ` 3-112" TAPCON @ 16" APPROVAL FOR CONN. 2 ROWS 3/16" x 3-1/2" 1x4-j O.C. & 4" FROM EACHFURRIN@ TAPCON 16" O.C. & END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ +2� NOTC @FIRST COURSE MPSON HGAMIOKTA @ 12" O.C. 2x8 P.T. ATTACH SECOND PLY w/ ' w/ (4) 1/4x1 1/2" SDS SCREWS 2x P.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 /4" DETAIL +5" NOTCH WEB AT THE ' FIRST 2 COURSES ` BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS 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 ow SECTION A -A UPLIFT CAPACITY = 805 #FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. = 1610 #FOR 2 STRAPS FILL 1st 4COURSES EMBEDMENT INTO BLK.) 1/4" MAX SOLID W/GROUT 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1 PLY PRE-ENGINEERED TRUSS BLOCK HEADER ARCH BLKG. &BUCK 1/4" x 31/4" TAPCONS • : SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS 1/2" DRYWALL * SCREWS & (5)1/4" x 2 1/4"TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) A. - 2 x 8 45" DIAGONAL (4) 10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE -LEAVE BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION ;;. 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 1/2" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DIX�GONAL BRACE AT EA. CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. '•' SCRIBE (NOTCH) FACE OF ARCH W/ (3)1 Od NAILS BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL OVERRAN ;�` .3 :•' :: CONNECT W/ 8d NAILS BRACE/BLKG. .• • N.T.S. .• •': ;.' Y..:: 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'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL (2) 1 Od NAILS @ 8" O.C. ARCH DETAIL 4 MAX. RAD. (CENTERED) w/ k ��EnTO TRUSS TOP CHORD ygN MIN. 4" EMBEDMENT AT 16" O.C. + CF NG '� 1-O 5 -011 SCALE: N.T.S. SS 12 + TH + PLYWOOD SHEATHING _ JACK TRUSS PROVIDED BY + TRUSS COMPANY OR p�qN 2x6 #2 SYP @ 24" O.C. � + + + + OLfINISHFLOQR 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 D D 1/4 MAX EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL TO SUPPORT ° a #5 BAR BLOCK HEADER T TOP BTWN. ARCH 2'-0" 8 S SIMPSON TRUSS + SOFFIT + + + , o p 10" a p p ° CENTERED W/ 1 X 4 FURRING BLKG. & BUCK H2.5A w/ 10 2X6 TO 2X4 ( ) 2X4 SYP .. s s °� IN TOP -1 ° , I:fKNOCKOUT/ c� 8d NAILS EACH TRUSS D °� CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BTWN,,,,,PROVIDE 2 x 8 VERT. W/ (2)1 Od NAILS AT EA. END (2) MIN. PROVIDE 2x CONT. W/ CONNECTOR '� _ MONO FOOTING D (3) SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OFTAPCON AT EA. SIDE 12d NAILS ° BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY SEE LINTEL SCHED. 7 AND SECTION DETAILS -I - LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 ° CLEAN FILL o ° 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT Z DIRT d TO BE INSTALLED 2 BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL °. STANDARD o SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN ° 90 HOOK N TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4%" WOOD FOR OVER HANG FILLED CELL - o- 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)1 Od NAILS EQUAL EQUAL 4' MAX. RAD. WALL USE (2)1/4" X 31/2" TAPCONS AT 16" THRU OSB INTO 2 x 8 O.C. ANCHOR INTO ARCH BLKG. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-B ARCH DETAIL K SECTION @ENTRY L SECTION @ ROOF EXTENSION M REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS SCALE: 3/4" = V-0" SS SCALE: 3/4" = V-0" SS MONO TO STEMWALL FOOTING SECTION DETAILS SCALE: 3/4" = 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 x 1 SIMPSON2" MUST BE PACKED WITH NON -SHRINK GROUT USUALLY ± 2" ( ) BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION NAILHTT4 U S & (1d - 1/2" NAILS STUDS & %' E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS PERANCHOR 9 ga. PANEL ) (1) #5 BARS CONT. OCCURS L O 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 O SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER COVER g _0 F.F. EPDXY MIN. 6" EMBEDMENT & `Cn FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP 3" MIN. EDGE DISTANCE I�I-I NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° . p U THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL , ; p W ii A REINFORCING AS FOLLOWS: * SEALANT o —II T TI < a Q 1 PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. �' Ti-I- I I —�I F I- PRESS PANEL REINFORCING INTO PLACE. C C - - —Ilr U Z #5x6 EMBEDDED INTO 6" MIN. LAP SPLICE W/ p — p' I I — �I— — EXISTING FOOTING S G G 2 # x IN N . O 5 6 CO C PANEL REINFORCING COVERN WITH UPPER HALF OF MORTAR BED AND D TROWEL _ - REINFORCING PANEL _ a rn N FILLED CELL SMOOTH. DO NO FURROW. ° — p I IT_I I I• IT T>- „ 1111 DRILL 3/4 x5 MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT TII I� GRADE p. . p —Ili- ` • SET BAR IN EPDXY r; FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6 MIN. LAP p G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE N p REMAIN FREE OF MORTAR. NOTE: z_ \ ` H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r p 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 \ p (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET, (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16"MIN. COVER EA. WAY A SECTION I) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4" = 1'-0" SCALE: 3/4" = V-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. O 0 r. z � g O QQN z O ¢ a � N M z U Q) � Y (13 w 0 n U � O w ° 0N c cn o � U m LU m ~ 0 8 I =O y c `) `= O -o rn rn m N N v�l N O O � o d o w Z Z�= Lu h Lu V -o 3 z �� v¢4• O O Z a NE�~ a E Q LL LU �Ni� M • ^�� V 13 d A� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. o CD �z W M zo� lJL Q E OV z o w o » z< Za oa wK tCo � o< 00 20 imp O N i Qz w a ¢o W z r Z, C: Cl)c Z2 o y U ym m� 0 O z QW m�z �3 Q o9 =o QU a z mw U w <o — OCD ywrr =3 �O C.0 zIa a x ° 3 0 O ^L, W CO ■� M o o N CIL ^' m t r W 2 c 4—0)T-- 0*)r ■ J r LO CD N N r M j� N i Z Z E 2 a U Q p JOB NO: 19-5909 SCALE : AS NOTED SHEET NO. SS CROSS BRACING DETAIL (TYP.) 1 SCALE:NTS TRUSS NOTES: CON1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY B FRAMED RIDGE M (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER MAY BE) I ( W/ MIN. 4 2d 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. Dg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP TRUSS BLOCKING DETAILS YY, G-IvuJ w "Pl 11 IIxtjVV •v"✓ TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — A. CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. . 3;"A TRUSS (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE:NTS HIP G.T (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 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 44 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY 2 MASONRY WALL r4 SCALE:NTS SIMPSON LSTA18 VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) w/ (12) 1Od NAILS CENTERED AT w/ SIMPSON H HEADER 16d INTO 16d INTO HEADER & 6) (6) SEE PLAN FOR CANT. 10d TOP & BOTTOM SPLIT TO TIE OBEAM - SEE OR SIMPSON H2.5A w/ BEAMS TOGETHER ROOF PLAN FOR MORE (10) 8d NAILS INFO 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) SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE INDICATED ON BM. CONNECTION INFO ^ rn-r 1 ^ A 1 n OPT 1 O N A SCHEDULE/PLAN OPT ION B COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. A F—� A SEE PLAN FOR SCALE: 3/4"= V-0" BM. SPLICE OVER CENTER OF POST EXTERIOR ATTACHED SCHEDULE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @@ ENTRY FRONT WALL SCALE:NTS 2x4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL —ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED w/ (3) 10d PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA, END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. on DIAGONAL AT 8'-0" 2x8 #2 SPF RIDGE BEAM SIMPSON LUS26 w/ (8) 10d NAILS • MAX WOOD TRUSS ■�C 2x6 #2 SYP RAFTERS FOR SPANS 4FT SIMPSON MTS18 w/ (14) OR IF 2 PLY TRUSS SIMPSON TO 8FT 2X4 RAFTERS FOR SPANS LESS 10d NAILS TYP. U.N.O. SEE PLAN FOR SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d CANTILEVER IF MTS18 w/ (14) LEDGER AND J/S6 FOR MORE INFO. COMMON TOENAILS TO TIE BEAM SEE FLOOR PLAN FOR COLUMN SIZE & INDICATED 10d TYP NAILS U.N.O. 2X10 #2 SYP CONT. LEDGER w/ (3) VERIFY WITH PLANO LOCATION AND DIRECTION 2X4 CONT. AT CONC. MASONRY ADDITIONAL INFO. 1/2" X 41/2" LAG SCREWS ATTACH LAG SCREWS INTO END OF EACH (IF PARALLEL SEE 2/D2 FOR T & B CHORD OR WOOD (WOOD COLUMN SHOWN) MIDDLE FLOOR TRUSS, 24" O.C. MAX. (AT BLOCKING INFO) BSTEEL EARING SUPPORT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL F0.1. SCREWS EACH SIDE) (TYPICAL) A -A ALTERNATE BLOCKING CORNER SECTION AT LOW ROOF 9 SEE FOUNDATION DETAIL a@ INTERIOR BEARING r3 -)l 511 PLAN FOR MORE INFO SCALE: NTS SCALE:NTS COMMON B M ATTACHMENT 18 WOOD TRUSS . APROVIDE BLOCKING AT ALL TRUSS BEARING SCALE:NTS SUPPORT WHERE TRUSS DEPTH EXCEEDS TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT SCALE:NTS VARIES 2x STUDS @ 16" O.C. ROOF SHEATHING SEE 1/S5 FOR SEE PLAN FOR w/ SIMPSON SP1 w/ (10) 10d ATTACHED PER ADDITIONAL 8d NAILS AT VALLEY TRUSS NAILS AT BASE & SIMPSON 2x4 #2 SPF BRACING @ NAILING SCHEDULE OUTLOOKER 4" O C INFO. SP2 w/ 12 10d NAILS AT TOP ( ) EXTERIOR SHEATHING INFO. 16" O.C. W/ (4) 12d COMMON TRUSSES. ATTACHED PER VNAILING 2x BLOCKING BETWEEN STUDS TOENAILS TO TOP SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON SCHEDULE TO TRUSS W/ (2) 12d TOENAILS STRUCTURAL SHEATHING PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS EACH END ( BETWEEN TRUSSES ATTACHED PER NAILING NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR GABL LOW (2) 12d NAILS TO EACH VERTICAL SCHEDULE BOTTOM CHORD PLATE MORE INFO. TRUSS THING TT SHEATHING ATTACHED STUD) PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d VARIES W/ jgkVARIES SEE PLAN FOR WALL LOCATION 2x4 BASE PLATE W/ 1/2" PLYWOOD NAILS @ 16" O.C. ALONG W/ ROOF SLOPE SIMPSON LSTA30 w/ SIMPSON MTS12 w/ (14) 10d x (22) 10d NAILS OR (2) 16d NAILS TO 1 1/2" NAILS TO BLOCKING WOOD WALL SIMPSON MTS12 w/ EACH COMMON BELOW @ 16" O.C. OR TRUSS. 2X4 CONT. W/ 2 () MIN. 2x4 #2 SPF STUDS @ (14) 10d x 1 1/2" NAILS TRUSS/ FRAMING TYP TOP &BOTTOM SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR TO FLOOR GIRDER NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C. xx STUD TYP. T&B PER NAILING SCHEDULE & • MASONRY WALL BELOW: SIMPSON PLYWOOD (3) 12d TOENAILS TO °. HETA16 w/ (9) 10d x 1 1/2" NAILS @ FLOORING TRUSS OR SEE PLAN FOR PLATE BELOW MASONRY WALL a' 4'-0" O.C. TO GABLE TRUSS ROOF SYSTEM TOP OF WALL ; OR BEAM . BEAM BELOW: SIMPSON HTS20 w/ MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER SEE TRUSS PLAN a (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. ° o ° W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR e TO GABLE TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE 16" O.C. MAX. 4° SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) SHEAR TRANSFER INFO. � �� SECTION FLOOR FOR CONNECTION MANUF. SPEC'S FOR 16d NAILS AT EACH END @ CONNECTIONS TO G.T. EXTERIOR. WALL SECTION @ ENTRY 8 CONNECTION 22 SECTION AT HIP GABLE 12 SECTION__@ BUMP OUT 39 SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS DETAILS & SECTIONS _tL➢ C C_� n LlLJ 0 G Z N 0 J M d N _ M U) N n1 o LL T Cn Y T W U � W � V1 c E �� U °' W 2 g zo— C) o o c `n W o ®10 `m N N z U) LU o tiv Nz a W> =LL orWi, zz z ci a' w o 3 Z0��oQw a� CQ .w N N O LU Q o� U� I ❑❑ .....� r�.SE `O 4' `J J �'•, �} c9�R' O F E Ste' !� ry�l11111 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. r_ o co w coo3 z E o n Q O E U �� Z® Da (6 o U &a V O U o< C:) N az o Q Q ww L C ❑ Y U m o o' z _ Qi JZ h m < ° Qz z z U) ;= p p a o Z �W U wLL o }� C �t z�¢ a C 0 0 .y >� L W 0 ■� T M �-. > O m J T IO T N N CO r N Ch N r o Z Z E 0 a cc C E JOB NO: 19-5909 SCALE : AS NOTED SHEET NO. D1 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. WEATHER RESISITIVE BARRIER TAPE (ASSEMBLED WINDOW ) HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weat barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER E DO Nor BOTTO FLANGL NOT USED SELF -ADHERED FLASHING HALF ROUND WINDOW rvlonnvu rv-��nrrvu SELF -ADHERED FLASHING DECK JOIST WEATHER /E BARRIER & IARILY SECURE EXTERIOR SHEATHING WOOD FRAME CONSTR. SELF -ADHERED FLASHIN BY LAPPING DOWN --�, OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI: UNDER DECKING (SEE DETAIL WP07) ED FLASHING E AM LASHING O WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING �- SELF -ADHERED FLASHING SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHER le] SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER PLASTER STOP - CONTINUOUS BACKER - ROD & SEALANT I:11uPA]b�i INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING PATCH HERED FLASHING 0 0 0 0 STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH O SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF NEEDED IN CORNERS THROUGH SELF -ADHERED FLASHING -7 a SOFFIT/CANTILEVER RUBBERIZED RUBBERIZEn AcouAI T ASPHALT ADHESIVE ADHESIVE - SELF -ADHERED FLASHING SCORED RELEASE P/ (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) 0 0 SELF -ADHERED FLASHING INSIDE CORNER �Ground(� Water Resistant Barrier Lath Sheathing Stucco FOUNDATION WEEP SCREED LEGEND SELF ADHERED FLASHING (SAF) o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS kSTER STOP A NTINUOUS BACKER ROD EALANT MENTITIOUS FINISH STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH FLASHING REQUIREMENTS R609.1 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. R703.2 Weather -resistant sheathing paper. One layer of No.15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.4 Exception: Omission of the water -resistive barrier is permitted in the following situations: 1. In detached accessory buildings. 2. Under exterior wall finish materials as permitted in Table R703.4 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.6.2.1 Weep Screeds A Minimum 0.019-inch (No. 26 Galy. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 Detail Instructions Refer to the number marked asOin each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary Cement Plaster in accordance with ASTMC926 over wood 2nd floor 7/8" Cement Plaster in accordance with ASTMC926 WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all u L 0 a. c� CD ) � �7 N O V � o � QNQ ^O Q Z J (h d N M Z @� c/'10 (6 w � n U a O 12 w Un c 0 wa c)m �- m E offw� O� m I! S d � C m ¢ V. m Q 4m N N 12 " Z N w 2 Z W z� III 1 J P. P. OC O a W O Q W m a N w Z N . -2 . o C N O Z U) :9 Ern Q m NJ a z 0 CV M 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. o e J W M (h 0 o Z LJL r? E O E zo a o >m Z< z® v ca r6 20 &a L)0 0< N ao Qo wz � J �' ' 0) 0 Y '2 mo Z, Z C/3 a ° �z N o ¢ ga (Z)wLL �& �w �a az �0 <F l o 13:o C:C)0 L 'll^l •- r M 7 0 Q C U 0 WIt 4- T � • LO r CoCNco ui T M N M o z CIS Z y E 4 �, CU a E U � Q 0 -i JOB NO: 19-5909 SCALE : AS NOTED SHEET NO. W P SIMPSON Strong -Tie: March 20, 2018 Re: Wood Construction Connector Compliance for 2015 International Codes & 2017 Florida Codes To Whom It May Concern Section 2303.5 of the 2015 International Building Code (IBC) and 2017 Florida Building Code (FBC) specifies that joist hangers shall be tested per ASTM D7147 Tasting and Establishing Loads of Joist Hangers. Previous versions of the IBC and FBC required testing to comply with ASTM D1761 Test Method far Mechanical Fasteners in Wood. Both methods determine a connector's allowable load as the lowest of the following: 1. Lowest ultimate of three tests (or average of 6) with a safety factor of 3 2. Average load at 1/8-inch deflection 3. Calculations per American Wood Council National Design Specification for Wood Construction (NDS) The primary changes in ASTM D7147 are requirements to measure properties of the tested materials, such as steel strength, fastener strength, and wood specific gravity. The tested ultimate loads must be adjusted when tested material properties exceed the specified properties. ICC Evaluation Services (]CC -ES) revised AC13 Acceptance Criteria for Joist Hangers and Sirreler Devices in October 2016 to incorporate a methodology to evaluate products to the 2015 I -Codes, Simpson Strong -Tie is working on re-evaluating wood construction connector loads to the new standard to update our product evaluation reports to the 2015 I -Codes. As soon as the updated evaluation reports are completed, we will apply for Florida Product Approvals. However, reevaluating a large number of products will take time. While manufacturers work with product certification agencies to update their wood connector evaluation reports, we recommend that building departments under the 2015 I -Codes and 2017 Florida Codes continue to accept code reports showing compliance to the 2012 and 2014 editions, respectively, until July 2018. The information in this letter is valid until 6130/2018 wilen it will be re-evaluated by Simpson Strong -Tie. Please visit www.stronatie.com for additional pertinent information. If you have questions or need further assistance regarding this matter, please contact the Simpson Strong -Tie Engineering Department at 800.999.5099. Sincerely, SIMPSON STRONG -TIE COMPANY INC. 16P4 Keith Cullum, P.E., LEED AP dwfBDW Engineer, Southeast U.S. Branch page 1 of 1 Simpson Strong -Tie Company Inc. 2221 Country Lane McKinney, TX 75069 Phone: 972.542.0320 Fax 972.542.4139 ww 5traoa6e.com �g';:� r" � "a;"^� zr ..i;�_., &`^„"C' .�^ - q W� GAMY , � � •� ,�,�' i' �`y� Sti •A, t� �.� � � e'kz , �. , 5 W Yea s,33�„",� �'.r^'�aj ,n�-'%Art. zt` r. �a, n , .. z.^a�. .e.�'. .'. � '+�g A §yh P "�; 4 r: :. d "^ ''�. �"`^� rz L w T - A3 FL17244.1 ESR-3455 A23 FL10446.2 ESR-2606 H0210-2 FL17232.3 ESR-3445 HU210-2 FL10856.4 ESR-2549 HD212-2 FL17232.3 ESR-3445 HU212.2 FL10856.4 ESR-2549 HD216 FL17232.3 ESR-3445 HU216 FL10856.5 ESR-2549 HD216-3 FL17232.3 ESR-3445 HU216-3 FL10856.1 ESR-2549 HD26 FL17232.2 ESR-3445 HU26 FL10856.3 ESR-2549 H028-2 FL17232.3 ESR-3445 HU28-2 FL10856.4 ESR-2549 HD410 FL17232.4 ESR-3445 HU410 FL10856.9 ESR-2549 HD412 FL17232.4 ESR-3445 HU412 FL10856.9 ESR-2549 HD610 FL17232.4 ESR-3445 HU610 FL10856.10 ESR-2549 HDO410 FL17241.7 ESR-3444 HUCQ410 FL11468.11 SIM200804 HGA10 F1_17699A Evaluation Report HGA10KT FL11470.4 SIM200803 HGAM10 FL17699.1 Evaluation Report HGAM10KT FL11470.4 SIM200803 HHCP2 FL17236.7 ESR-3448 HCP2 FL10447.2 ESR-2551 HTA16 FL17680.4 Evaluation Report HETA16 FL11473.5 SIM200802 HTA20-18 FL17680.4 Evaluation Report HETA20 FL11473.5 SIM200802 HTT16 FL17324.2 Evaluation Report HTT16 FL11496.1 ES-0130 HTT45 FL17324.2 Evaluation Report HTT22 FL11496.1 ES-0130 HTW16 FL17244.8 ESR-3455 HTS16 FL10456.22 ESR-2613 HTW20 FL17244.8 ESR-3455 HTS20 FL10456.23 ESR-2613 HTW24 FL17244.8 ESR-3455 HTS24 FL10456.24 ESR-2613 HTW30 FL17244.8 ESR-3455 HTS30 FL10456.26 ESR-2613 HTWM16 FL6223.2 Evaluation Report HTSM16 FL11473.11 SIM200802 HTWM20 FL6223.2 Evaluation Report HTSM20 FL11473.11 SIM200802 HUGT2 FL6223.3 Evaluation Report HGT2 FL10456.18 ESR-2613 HUGT3 FL6223.3 Evaluation Report HGT3 FL10456.19 ESR-2613 HUS210.2 FL17232.6 ESR-3445 HUS210-2 FL10856-R4 ESR-2549 HUS212-2 FL17232.6 ESR-3445 HUS212-2 FL10856.11 ESR-2549 HUS26 FL17232.6 ESR-3445 HUS26 FL10856.11 ESR-2549 HUS28 FL17232.6 ESR-3445 HUS28 FL10856.11 ESR-2549 HUS28-2 FL17232.6 ESR-3445 HUS28-2 FL10856.11 ESR-2549 JL24 FL17232.7 ESR-3445 LU24 FL10655.103 ESR-2549 JL26 FL17232.7 ESR-3445 LU26 FL10555.104 ESR-2549 JUS210-2 FL17232.11 ESR-3445 LUS210-2 FL10655.107 ESR-2549 JUS24 FL17232.10 ESR-3445 LUS24 FL10655.109 ESR-2549 JUS26 FL17232.11 ESR-3445 LUS26 FL10655.111 ESR-2549 JUS26-2 FL17232.11 ESR-3445 LUS26-2 FL10655.112 ESR-2549 JUS28 FL17232.11 ESR-3445 LUS28 FL10655.113 ESR-2549 JUS46 FL17232.11 ESR-3445 LUS46 FL10655.118 ESR-2549 KLEG3 FL17241.15 ESR-3444 LEG3 FL1066T71 ESR-2615 KST260 FL17244.15 ESR-3455 MST60 FL10852.7 ESR-2105 LSTA12 FL17244.18 ESR-3455 LSTA12 FL10852.4 ESR-2105 LSTA15 FL17244.18 ESR-3455 LSTA15 FL10852.4 ESR-2105 LSTA18 FL17244.18 ESR-3455 LSTA18 FL10852.4 ESR-2105 LSTA24 FL17244.18 ESR-3455 LSTA24 FL10852.4 ESR-2105 LSTA30 FL17244.18 ESR-3455 LSTA30 FL10852.4 ESR-2105 LSTA36 FL17244.18 ESR-3455 LSTA36 FL10852.5 ESR-2105 LTS19 FL17219.2 ER-0200 LTT19 FL11496.3 ER-130 LTS20B FL17219.2 ER-0200 LTT20B FL11496.3 ER-130 LTT131 FL17219.2 ER-0200 LTT131 FL11496.3 ER-130 LTW12 FL17244.8 ESR-3455 LTS12 FL10456.29 ESR-2613 LUGT2 FL17240.2 ESR-3447 LGT2 FL11470.7 SIM200803 MP3 FL17244.22 ESR-3455 LS30 FL10446.15 ESR-2606 MP34 FL17244.23 ESR-3455 A34 FL10446.3 ESR-2606 MP4F FL17244.24 ESR-3455 LTP4 FL10446.19 ESR-2606 MPS FL17244.22 ESR-3455 LS50 FL10446.16 ESR-2606 MPH3516 F1_17240.3 ESR-3447 WM1416 FL10667.86 ESR-2615 MSTA12 FL17244.18 ESR-3455 MSTA12 FL10852.8 ESR-2105 MSTA15 FL17244.18 ESR-3455 MSTA15 FL10852.8 ESR-2105 MSTA18 FL17244.18 ESR-3455 MSTA18 FL10852.9 ESR-2105 MSTA24 FL17244.18 ESR-3455 MSTA24 FL10852.9 ESR-2105 MSTA38 FL17244.18 ESR-3455 MSTA36 FL10852.9 ESR-2105 MSTC40 FL17244.26 ESR-3455 MSTC40 FL10852.11 ESR-2105 MSTC52 FL17244.26 ESR-3455 MSTC52 FL10852.11 ESR-2105 MTW12 FL17244.8 ESR-3455 MTS12 FL10456.33 ESR-2613 MTW16 FL17244.8 ESR-3455 MTS16 FL10456.34 ESR-2613 MTW18 FL17244.8 ESR-3455 MT818 FL10456.35 ESR-2613 MTW20 FL17244.8 ESR-3455 MTS20 FL10456.36 ESR-2613 MUGT15 FL17240.5 ESR-3447 MGT FL11470.9 SIM200803 NFM35X12 FL578.2 Evaluation Report MBHA3.56/1125 FL13904.6 ESR-2616 NFM35X16U FL578.3 Evaluation Report MBHA3.56/16 FL13904.6 ESR-2616 PAU44 FL17239.13 ESR-3449 HDU2-SDS2.5 FL10441.4 ESR-2330 PAU66 FL17239.13 ESR-3449 GLTV3.516 FL10667.8 ESR-2615 PHD2A FL17219.3 ER-0200 FGTR FL11473.2 SIM200802 PHXU3516 FL17241.20 ESR-3444 CS16 FL10852.1 ESR-2105 RFUS FL6223.5 Evaluation Report H1 FL10456.5 ESR-2613 RS150 FL17244.27 ESR-3455 H10 FL10456.6 ESR-2613 RT15 FL17236.3 ESR-3448 H10.2 FL10456.7 ESR-2613 RT16-2 FL17236.2 ESR-3446 H10A FL10456.6 ESR-2613 RT16A FL17236.2 ESR-3448 H3 FL10456.13 ESR-2613 RT3A FL17236.3 ESR-3448 H4 FL10456.14 ESR-2613 RT4 FL17236.3 ESR-3448 H5 FL10456.15 ESR-2613 RT5 FL17236.3 ESR-3448 H2.5 FL10456.11 ESR-2613 RT7 FL17236.3 ESR-3448 H2.5A FL10456.12 ESR-2613 RT7A FL17236.3 ESR-3448 H8 FL11470.3 SIM200803 RT8A F1_17236.3 ESR-3448 SP1 FL10456.41 ESR-2613 SPT22 FL17244.30 ESR-3455 SP2 FL10456.42 ESR-2613 SPT24 FL17244.31 ESR-3455 SP4 FL10456A3 ESR-2613 SPT4 FL17244.32 ESR-3455 SP6 FL10456.44 ESR-2613 SPT6 171.17244.32 ESR-3455 SP8 FL10456.45 ESR-2613 SPT8 FL17244.32 ESR-3455 SPH4 FL10456.46 ESR-2613 SPTH4 FL17244.32 ESR-3455 SPH6 FL10456.47 ESR-2613 SPTH6 FL17244.32 ESR-3455 SPH8 FL10456.48 ESR-2613 SPTH8 FL17244.32 ESR-3455 U24 FL10655.141 ESR-2549 SUH24 FL17232.13 ESR-3445 HHUS28-2 FL10655.3 ESR-2549 THD28 FL17232.16 ESR-3445 HHUS410 FL10655.4 ESR-2549 THD28-2 FL17232.16 ESR-3445 HGUS5.25/12 FL11468.11 SIM200804 THD410 FL17232.16 ESR-3445 HGUS414 FL11468.10 SIM200804 THD412 FL17232.16 ESR-3445 HDQ8-SDS3 FL10441.1 ESR-2330 THD612 FL17232.16 ESR-3445 MSTAM24 FL11473.19 SIM200802 THDH414 FL17232.17 ESR-3445 MSTAM36 F1_11473A9 SIM200802 UGTS3F FL2033.1 Evaluation Report MSTCM40 FL11473.19 SIM200802 UPHD8 FL17219.5 ER-0200 HHETA20 FL11473.9 SIM200802 - - - LGT3-SDS2.5 FL11470.7 SIM200803 - - - LGUM26-2 FL11473.12 SIM200802 PRODUCT APPROVAL SPECIFICATION SHEET (2018) January 9, 2019 As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures 1. EXTERIOR DOORS A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461,1 +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.6 +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.9 +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461,14 +67.0/-67.0 psf ThermaTru Classic -Craft and Benchmark FL15225.1 +67.0/-67.0 psf ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 psf ThermaTru FiberClassic, Smoothstar, ClassicCraft, Rustic FL7640.1 +67.0/-67.0 psf B. SLIDING MI Wndows and Doors Series 420 F1_15332.1 - FL15332.5 +40.0/40.0 psf PGT Series 5570 FL251. 10 C. SECTIONAL Clopay Building Products Residential WndCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psf Clopay Building Products Residential WndCode Doors W5 (16X7) FL15279.53 +30.0/-30.0 psf Clopay Building Products Residential WndCode Doors W6 (8X7) FL15279.85 +38.0/-42.0 psf Clopay Building Products Residential WndCode Doors W6 (16X7) FL15279.102 +37.0/-41.0 psf D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 2. WINDOWS A. SINGLE HUNG MI Wndows and Doors Series 185 FL17499.2 +50.0/-55.0 psf PGT Series 5500 FL239.7 B. HORIZONTAL SLIDER MI Wndows and Doors Series 188 FL15351.1 +40.0/-50.0 psf C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.0/-40.0 psf PGT Series 5520 FL243.9 D. MULLION MI Wndows and Doors Series 5764 F1_15353.2 N/A PGT Series 5500 FL261.1 N/A E OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328.6 N/A C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A Florida Metal Products, Inc Vent RV10 1`1_21580.3 N/A Lomanco, Inc DA4 Exahust Vent FL17202.1 N/A E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A F. METAL ROOF Gulf Coast Supply & Manufacturing, LLC 0,032" Aluminum GUIfLok 16' wide roof panel FL11651.2 R3 N/A 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Stone Panels FL15076.1 - FL15076.2 N/A All American Shutters & Glass Galvanized Steel Stone Panels FL17869.1 N/A 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A The products listed below did not demonstrate product approval at 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 of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstratedduring. inspection. APPLICANT SIGNATURE DATE _1-4 N N U C^U' W _O � C O O .M CU U -0 O 0- N O C O Q -2O11 C ^^ W CIO O O M U_ O > E O O Q C-CU0 .� �� /VJU� ow Q E Z Z W J Cn z l 1 1 F_ I ;1 d SHEET NO. PA 1.0, }e N Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pew 1 of 19Ji9J2o18 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pag.308 12f12018 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail pop, a, e 1=18 Florida Dope. trnartt of Business & Professional Regulation Building Codes and Standards Product Approval Application Defeat Parallel 115rm18 ♦� > � 0 ^, L^ W C�L O O � C Srodit 151 or. geld 2Lk Dot, Pendtnp Pitt Im Version Manufeduror Contact Enalneer&Lleanas ValidatedRiyalleal.a Submitted FBCAoproval Aooroved �-t(tld$ code Entity or 29A 2ga( Date Penlina P9tt Z(gq Version Manuhduror GoC=fed Enalneer&License VNltlatedBy Validated Submitted FBCAosnvel Aooroved slaty( Ravi 2017 FL17D467R2 Seri 1 Therma-Tru Corporation Category; FateHOr DOOfi SubC te9ory;Swingmg Ededw Door Assemblies Compliance Method: EVeluNon Report from a Florida Registered Archted or a Licensed Flora Professional Engineer Prviduda Product Mad N. Number pr Name a. Thermal-Tru Flber-Classic and SmoNlrStar Rick Wright Lyndon F. Schmidt, P.E. Ryan J, King, P.E. (419)29&1740 PE-43409 (813)767.6555 rtckw(rswbltlgwnsullartls. eom OpNItvA product DeecdNlon Connct ExolrNion Dab Nominal t18ar39;8 &quoI N.Mmpad&quad; Opaque 12/312020 Composite Edge Fiberglass Single Doan nswln swf 0 gAJul ng; l: wrmgwetlonj q 10/162017 07/122017 Aporovecifpr Use Approved In HVHZ Outside No 10/182617 12/122017 for Use Im_nct Hi Resistant Yes No Deals, Press,, WA Approved Revision 2017 Theirma-Tru Corporation Cetepary: Exterior DOOrs Subcategory Swinging Exterior Door Assemblies Compliance Method: Evaluation Report from a Florida Registered Archged or a Ucensed Florlda Professional Engineer UM461J73 PLbduds. _ Sege Product Model. Number or Name 1 a. Them Flber-Clan lc are SMwttFSlar Rick 298-1 Lyndon F. Schmidt P.E. Ryan J. King, P.E. (419)29&1740 PE-43409 (813)767-6555 rtckw(anvbldgconsutants. cam .. Qmalty Aesuranee Product Daacdodon Contnet Exointion Dals Nominal 6aail4quotNon-Imped&gaol; Opaque 12/31=1 Composite, Ed a Fil lass Si le Dow 9 c n8 (InsvinglOutswlrg; X configuration) 12/132017 12/132017 12212017 Aoorovedfor Uae Aoonved for Use in HVKZ Outside HVHZ No Yes 02/132018 impact Resistant No Approved Deal,, P%aura. WA � IYm vKwlQa Random 2017 FLOIS2254N AMA t I TMnna-I'm Corporation Cst*M: Extedor Doors m SubCabgy: S1vbp(roxleDow Assemblies, DAssemblies, ComPWnce MWwd: Cortlflntlon Mark or LMtlng Products Product MOM, NLM*r ar Name a. "IbCWNCmft&Wot and 8quotEenWmad by TtlemM-T ree8qu0t ErAW car � EOel01lL.aLLIslM! VNwesd wv Rick Wright National Accreditation Ryan J. King. P.E. (419) 2WI740 Monaganent Institute (813) 7674655 rlckw®rwbm ldpnsu8anb. coal -eg(g, 58 and 8/0 Opaque and Glazed FbMgWa Door with 12/31=1 lied vfthoW SidsMaa, levels and Ck,iswinp 20 Ra VaY�d a 12*10 17 OW212017 IgJARQ No Dab Pandbio 20 ffi;cA■�l A■rsved 12r=17 jiog �j Vas No � WA $eras Approved � Ira Version Revision 2017 6 Thermo -TN Corporation Catelmy: Extedm DOM subcabgwy: avengingErdww D=AsswrMW CaapdDnoe Mabed: COTWORUM Mark or Listing Product Hill Maher or Made 0. &qLt damson car8quok and BquoCeencMud by 7Mme-Tmequot EnW, or 9f)masi Enoklsara Castes Va11dWd W Rick Wright National Aom*db on& Ryan J. Karl P.E (419) 298-1740 M or wpanreet raiders,(813) 757-M5 bkVwmu nt& ddcw®mb cetn MWA SM Opaque red Caused Fibmgkm Door with 12I312ml end.iNOed Sacred. Imwk9lied Oula„Mg 20 no Dab Pandidill D.1 1220V2017 OW21/2017 Aerosolliar Use A0ale11W for LWe 1,Hvi oubdaHvmz No Yes Amy 12/22I2017 lmpm Both= No a♦mLL Approved Doom Pressure, WA /1 ♦ T-!� tr }a '^ V/ �,J vJ � �'R ^' � `v W -0 U O /O� •L O 0. . O O 1 r � L,L O -41-j V all ' ^ � O v/ L v ' ^ �1 � -41 /11 }a W �F�rf `v O L Q Q 6 1. Trarmo-Tru Fiber -Classic are Smooth -Star Nominal 9;0 not on-lmpad&quo ; Opaque 2/3 2 0 No Ves WA Composts Edge Fiberglass Single Dow nsvin tswl ;.X conn urallon) 6 L ThermaTru Flber-Classic and SmodlrStar Nominal Wall &quotNoRlmpact" Opaque 1211 No Yes No WA Composite Edge Fiberglass Single Dow nardn swl 9/OW p: X configuImpac 9 I. The-Tri Fber-Clmslc and Smooth -Star Nominal 68al &quotNon-Impact&gtN; Glared 12/312020 No Yes No WA Composite Edge Flbei .. Single Door (Inswing/Outswfng; X configuration)(� 9 I. ThemaTru Fber-Classic anti SmodtrSYm Nominal 6&K59;8 &quolNorFlmpectB,quot; Glared 12/312021 No Yes No WA N Composite Edge Fiberglass Sn illa Dow nswln !Outs ; X cod uraton 14 n. Thermal Fiber -Classic and smootMSYM Nominal 8&M39;0&quolNoo-lmpact& W; Glated 12/312020 No Yes No WA Co Its Edge Fiberglass Single Dow (InaMln stir ; X corM uraton) 14 n. arms - ea m nit qu o mile o; lie o s Composite Edge Fiberglass Single Dow (Inswing/Oulsvdng; X eoMguratlon) Florida Department of Business & Professional Regulation Pus., Of Florida Departmoil of Business & Professional Regulation pope 1 out Florida Depertrnent of Business &Professional Regulation Palle 1 or 1 Florida DepeMlent Of Business &Professional Regulation gape 1 Of t Building Codes and Standards ,mmie Building Codes and Standards 1yumle Building Codes and Standards ,/W2018 Building Codes and Standards 1/520/e Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail rS#1533ZM 22IIt anft or go Rea Da 21k F *"BS&24- Pd* EI1lIh3L Qaa go ! 2dw Ht115t}74114 Same EmsL u 291 am Dale P-A- no B,ti■32 R4 Slags l maLO[ no dsa I 10 7rm Version majulnYIX Sontw EOWoamaLWOgyalwowdBy Yaw" tiles FOCA■evel Aggrdamd area& Tvee 1(Milg tmBabalm idmeat Validatedgw Yaldlmd lithisM FECAL Approted alma Ina! Version meatemm Smmmt EmImKaLIstmeas VaatltlmAc VegetWd alder FBCAnw-W Aomved !fed! mm VW- tleaddi law calm VANdow ev YOM" $114mitl■ MC Assigned Aporomd 20" Revision 2017 MI Windows, and Doors Brent Saeger Luis Roberto Lodes Steven M. Ufkh, PE 08/132017 osm it 77 08115aloi 10nd2017 Approved Review 2017 MI Windows and Doors Saw smi ger Luis Roberto Lomb Stevan M. Ul PE gW13/2017 Ml it 017 01111150017 10110=17 Approved Revision 2017 W V*Klms and Dome Brant Stanger Wier Roberto Lomas SUM M. Urid6 PE OSM32017 0W7112017 0111152017 lomo 017 Approved Revision 2017 Mil Windoaa and Doors Brant Safegar Luis Roberto Lomss Steven M. Urklk PE 011113/ 17 011MIt 17 081162017 1 W102017 Approved Control.ExWbr Dodd wubCatelony: Slidell Exterior Door Assemblies (717) 366,3300 PE-62614 (717) 31741454 aNitn"mlad.clown Cate"i EXWW Doors eubCNegory: SOrbrg Exterior Door AseM,lbtes (717) 356.3300 PE4 2614 (717) 317.8464 tgaengarQnt.tl.Car1 tegoryEasel33W Ex Ca Aase Exlboon tiubCaepory: Slklkp anfw Door mblise (717) 366 PE�2611 (717) 57741154 bstangar@nivrtl.can Collateral. �� Codes BubCabpory: SlMip Exterior DoorAeeembtes (717) 366.3300 PE4)2614 (777) 9774N84 bNlangan�flawd.tOm ComPlence Metwd: Evaluation Report torn a COmplWtee YNhed: Evaluation Rport from a Complisreee MNhml: Ereluatlon Repoli emn • Compliance of RepnReoma Florida Registers Artl,eai or a Ucnsed FbrMe Professional Engineer Florida Registered Architect m a Licensed brae ProWsWorl Engineer Flo • RslistemA ArrAitect m ■ Licensed Florae Pmt s nol Engineer *mdA Ansel o Florae Repisterstl Arohbct w ■ Licensed FWMa PMUSBIMN Engineer 9AMbL Approval for Use Approval .for dIM tiall" Doom 9WtlgLAtlf Anwovad Door Use Aroadaroad.for !Use Invest 2 gwdhAumM AD nYAdforLI" Approved for Use ]a" OLIn OLSftAnamaam AllemtMLf9[Lg A hated D"Inn aced Pirodualt Degradation conftd EzukNWDMN InitYiti gwwdL Y1Z Reshftm p7 m mat Product Mad*. 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Kwobw w Ksms Pion Conbact EXDW&Von Dab in oubikle Ru1e491 plasmm Dort ProdetModoL M.roan or Made Prodwt Description Control txokdlon Dab IaIDhZ di5 P.wgrs 3 SERIES 420 ALUMINUM SGO REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OXO 12/312018 146-8/4&queV988clul No Y" No WA 4 SERIES 420 ALUMINUM SGD REINFORCED SERIES 42D ALUMINUM SOD REINFORCED 00 , 1=12018 XO, XX gelliclmtx969qud; No Yes NO WA 1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD Coto 12/312018 1469//8quotXW&gt$K NON -REINFORCED No Yes No WA 2 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SOD OX, XO, X)( 121312018 NkUO WO&quoh NON -REINFORCED NO Yes NO WA Florida DepaMlent of Business & Professional Regulation Pepe, d, Florida Department of Business & Professional Regulation Pape 1 N 1 Florida Department of Business & Professional Regulation Frool or 1 Florae Department of Business & Professional Regulation Papa, a 1 Building Codes and Standards ,manta Building Codes and Standards IlMID Building Codes and Standards 115/101e Building Codes and Standards 1/542018 Product Approval Appiiowtion Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 13 52TS4R& 220 ➢nm or 201 dsa Dab i'�m Pas gJIGVI.M Salle enm or 21M 21k Date P%"no 21ft p2i113324114 920 E1nW a 21M 29t Dee Pwom gale FLM141M 220 Enft car Rat Rant Dew Partnam dsa mm var hn mosidigaw C-d.1 E,,k-ILks s Validated 01 Vaud" auhmlYad MAoa[mtr Approved Alma Drat YmhD tool Canbmt Eankm ALlm Viuddwa, Ywkilbg D1kMaYd FaS'r.A■wl Approved Ddma Tray Version lttndullaw Contact Enefol,ALk,- y.I9ewdBy YAMOA aped INAmrsYd Aworasd Warriors mmm 9emast EngiBwerlil.traoee Vwdaeaav NWWNmd automated Aua1®d aa41t Revision 2017 Ckpery BWMbg Products Company Mark NlaNsraeld kftd* Tseting Savlces NA, Gary Foal 112MI7 06110/4017 12105=17 Approved Revision 2017 Clopey Suddi g Products Company Mad VIWerrAm Ir4arsk ToAng Sembm NA, Gary Pheher I IUSW17 08MO M17 121111612017 Approved Revision 2017 MI Windows and Doan SiaM Sell Luis Roberto Lomb Stereo M. Ikidt, PE =132017 081112017 OW152017 10110121117 Approved Revision 2017 POT kdumm" Dean Rued MWvd-Dade BCCO - CER MWN-Dodo BCCO - VAL 12202017 1128/2017 12252017 Approved Costal Easel Doom (613) 7704W82 Inc. (513) 51"SW Category: E1bdor Dears (513) 770-OM Im. (513) 51"M Costal Easel Doom (717) 315543011, PE-82614 (717) 317-8454 Coepory: Exterior Doors (941) 4"00 (786) 315-2590 m Subcategory: Sedic-I Exterior Dow Aelsombfb Carpllnce Mated: Catlantlon Mad m Using n.e.*fekiCcboMdom 1ebCetepery: 3adlanN E1darlor Door Aaeemeba Compliance Method: Codification Mork or Listing mweeteneNdrscbpay.oam aubCNgery: Sedirg F-Merlon Door AsaanMba Campuses Method Evaluation Report frmn a Wltl6upsr@nV.d.caru ComPKwnl MWwd: Cedfflcatbn Mork Listing Grp d PgOMuekbe.com Flora or a UcensedFlorida vra1a2�4p� Pl111M79.R6 Produste Protesslanel Engineer �ntla(Aw■om A lf!! 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Double -Car (WZ to I&T 0W212028 a)da) WINDCODE6e174; Will Gaups Door No Year No +30 PSFi pair swat 5 Product Model Number or Nme SERIES 420AWMINUM SGO REINFORCED QLWWA SERIES 420 ALUMINUM SW REINFORCED XXX 12/312018 Arsonaved for use Approved Ina11Ylli o No for Low IMRid bwo NVfLZ IW ki Year for Deal- Pressure N/A 10 SGO.6570 (Large MMMM ImpacU Vinyl Skdkg OWn Door 04114=1 Yee Yaw Yes WA ED63, EI)w 143&quotx988qua. O Florida Department of Bus nest & Professional Regulation Pagx 1 ore Florida Department of Business & Professional Regulation eg Pp i d 1 Building Codes and Standards 12/12/2015 Florida DepafbrlaM Of Business &Professional Regulation pile 1 w 1 Florida Department Of Business & Professional Regulation gag., of ■ Building Codes and Standards Product Approval Application Detail 1 18 Product Approval Application Detail Building Codes and Standards Product Approval Application Detail 1/5wo Building Codes and Standards Product Approval Application Daten 115=18 Boom pl11537.117 COM 1Entity or Qatt it Data Pd enna pjtt 1 Iyat Vanlon Manufacturer ContactEnalneerB Llcame Validated Sv Validated Submitted FeC Approval Aoprovetl AtIlaie 990 Trm Version Revision 2017 Mmuhwww CURRIES Division of AAD3, Into Entilar 4t carted EDabt aLMa Yelldatd mt Dedle Dave UL LLC Ted Bo mran, PE Rua 21M Y§Udod auamaad 11/302017 IM11=17 D io PW Approver AaerrorW 12106/2017 a■la Approved Revision 2017 MI Windows and Doors Category: Windows Subcategory: Slagle Hung Sul S81inger American Architectural Steven M. Udch, PE (717)365-3300 MenWadusn Association (717)317-8464 bsMingerillimli ral 12292W7 12/13,12017 01/082018 Approved Side aYm Version Revision 2017 jileadjaillim CIL>ay Buil Products Company Entity or C..nbwt EDP VNMaed By Mad WVsdw%ld Imertek Testing Services NA. Gary PfwhW go 20 VagddsdI I Iill 17 08/102017 Dab ftnem Ra 12ro62017 Approval di>m! ma mosim Ravislan 21017 vilig(ftal(ig CJnpay Building Products Company Ef*W w Egypt VNWwdM Mork WVMMMM Irdatek Testing Sakes NA, Gory Plusher 20 dart paw PUMOM Ya(dgod s FWAsorninall l lra D17 08/102017 20 Arstroverld I VM17 AMR Approved ■ - Category: EdMor Donn (641) 4944844 (305) SM 4707 Complance Method: Certification Mark or using Catteral Exterior Doors (513) 770-6062 Inc. Category: EAKW Doors (513) T7&81362 Ile. (513) 61445M � SubCatepmy: Exiorlor poor Components Con VNWM ektw h Codification Mad or LlYkg dm.dedboab Oft.co inFLat74"4tz .. P.foducts _ , . - _.. .,� s SubCNsgory: Sedlael Easel Door Assemblies ConpNn Method: CwWlwtion Mod or Listing mlaessrealdQwwy.oart MCCWpory: Sectional Exbdor Dom MaernMW Comp9Mae Method: Generation Mad or Ling mwesMrSdd�doWY cod FIJ718374O Pradrete Seas Product Model. Number or Name QualtvArmirrom, Protldct Dsacdotion igam2tgwkdon Oats Aepraved for Use Aoonved for Use in NVfii Ouhlde HVNZ Imil R211111 f Design Preseuro East OwWWAg■ A■[m and for We ADDrowl- InWM outside.FD for Use h"Md nodmo Ind■ pp> ltgi Aoono'ed for Use Aoosol'ed In HVHZ Outside for Use WAWA HVHZ Rwalmlm dam■ Paean Ant. Sam Assigned for IaHVW Dow" wag ydom RUYnn Doom pressure 2 185 SH 52x84 FmrFenge Frame iG/SG Single Hung 10/032018 No Yes No +60ti60 1 Sol 707, 727, 747, aril 647 Shgle and Pairs N Doors Flesh, Glossal and Lowered smpb and poll N 12912026 Yes Yes Yes WA e5 086 V4849 PAN-2F153: 73, 75, Ill 94, 42, 48, 429, 480, Seel Pan (ndn, 25 go.) SIrgrWCw (up to e'0' well 05/2111 No Yee No +39 Pal 102 102 WO-16 PAN-2FI63:73, 75, 84A, 94, 42, 48, 428, 488, Sled PM (min. 25 ga.) Cornball (9'2' to 167 061212028 No Y" No +37 PSFJ-41 hold. matol door. 4RST, 1111i GD53, GRBS, ARDS, Eow WINDCODEW74; We Garage Door PSF 4RST, 6RST, GD6S, GRSS, Mile, EDSS vdda) WNNDCODE&i174; We Geroge Dom PSF O Florida Department of Business-. Professional egU a. on Page 1 or 1 Florida Depertrnant of Business &Professional Regulation Building Codes and Standards Pape, w, t/52mm Florida Departmtion ent Of Business &Professional Regula Building Codes and Standards Pepe, a, 1/512018 Florida Deparment of Business & Professional Regulation Building Codes and Standards propss 1 N 1 5rm1e Building Codes and Standards Product Approval Application Detail 12112/2018 W Product Approval Application Detail Product Approval Application Detail Product Approval Application Detailmm�!l C 010mam Cow I= Venlon MNufachimr Entty ar Conrad Enalneer&License Validated By Pisa Pact Date Pending Validated Submitted FSC A-rcil l Ludt Aooroved Status L3iMAS62i Prffevvr FLE2394t2B slime Ida VWMM d aotllLpe a,,mwa.L%� Validated By Oita die YJIm■!C am6mrd d hers Fal.ADWMM Approved alma 921111 IYm version Menufwkirst ENMv cr Carded EDalout a.Ufo VoadNsd ar Rea 21ft DaILPO"CNM Yalidabd auamod ia&.AmrsYal gum Approval AWAS 21111111 min Version IImldatim small or 9snled Epprial&Li� VaNdobd By 20 no YAMmm a oat. Pandge Ra 11 AMR Revision 2017 MI Windows and Dears Category: Windows Brent Sitting. American Archdedund Steven M. Udch, PE (/17)366-33ed Manpfadurers Association (717)317.8464 0121/2018 01/032018 0122=18 Approved Rendition 2017 MI W Ind0lvs and Doom COWS": VAXWM Subcategory: Flood Caaparea Method: Codification MadorLMonp &eta Stanger Amercan Archisdural Steven M IMrA, PE bl1OSMp emkvd.adn Mnuhcsram Association (717) 317$454 12131=17 12/312017 011041 18 Approved Revision 2017 POT Industrial Category, Wndores erreCaYpory: Fixed Compliance Mstrod: tamflaBae Med or Listing Dnn Rwrk MMm4Dade BCCO - CER MMm43aa BCCO - VAL (941) 48"100 (786) 315-2690 dmedr@pptlndWMs.cwn 12/2a2017 12/0MO17 12*51 17 Approved Rovato n 2017 POT Indu$Mu Windows Category: Win aubCaepory: Slapla Hung Compliance Method: C offcM n Mark or Listing Dean Road kowwwe BCco - CER MWn*Dsde BCCO - VAL (941) 4W*100 Vital 315-2590 tl�a.00rrt IMI) 17 12/ol 12MM117 Approved Subcategory: Horizontal Slider Compliance Method. Cad talon Mad or Listing QLNg6381 ProtlaaM tsdllngerCmhw,con ,, O Lee. [/eel) Products Sera t Product Model. Number or Name QuAltyrissurance Product Descrwtlon .Contact Expintian Oah Approvedfor Use Aoonved for Use In HVHZ Outside HVHZ' gpgapt Resistant DealFL#1530M Pressure. Illat S Nw'a PfadLyl DAWAROon CorAmet ExpLygon Dab Aoe■mLfo[drle Managed Il lm OubMotnw M UseIMRW Rosktaft � PllNYrs Idea! Qual.LAw wren Product D@wAntlan Ate' ,fof,Ula Anowavedfor In HVHZ. oubm" mvhz mmad Rwwimm Doom Ewa■ Eqpt Product Model. Number w None Quarts Aburarea Aomwed W I%* Aooroved 1, HVHZ Oul for )op" a der "v Z ISM psalm pa 1 HS 188 Fln and Flange Frame 73x62 1mWNel pass 0211612019 No Yes No +55F55 1 185 PW 73 x 72 Man4tted Glass 04003/1018 No Yale No -w-150 9 PW-5520 (Latgs MBesb knead) Vinyl FWd Window 04/300=0 Yea Yale Yea WA 7 SWUM (Large MWb Impact) VMyt Sngle Fang Window 07130r2020 Yes Yes Yee WA O L Florida Department of Business & Professional Regulation Pape, d, Florida Department of Business & Professional Regulation Papa, a, Florida Department of Business & Professional Regulation pile, N, Florida Department of Business & Professional Regulation Papa, d, Building Codes and Standards 1/5/2018 Building Codes and Standards 1/6C01e Building Codes and Standards I/6701a Building Codes and Standards 115=18 Product Approval Applioation Detail Product Approval Applioadon Detail ppro Product Approval Application Detail p Product Approval Application Detail !]iLIM&M, FIL M1A11, RAi31a24t5 w 290 Enter cor Pitt 20 dim Ra relit Eotlaror 211 ➢aa no 990 EHWcir gmt 201 29LEMME got 9991 lawLat iota One OWEeo.m RAM :2 BM VasfoD Revision 2017 t4mltlodialIg Tnwma-Tm CoporNbn Category: Ewsdur Door LeCaagol Avingteg Drexel DocrAbembtes contmi Emloeua Lj- Vead.ted By Rick Wright Lyndon F. SchmML P.E. Ryan J. KM/, P.E (419) 2WI740 PE43409 (813) 767.OSM dd:w®ra4M9aomsWsr s. ywhbod tlmm d 10rilli 17 10(l it 17 FINIC Am[msl AYY@YLd 1011 12/12/2017 1111111112 Approved mm vmem Reveal 21117 M..h - MI Widows and Doors Cesgory: WNrdowa 6ubCoolsol MUMana Contact EDaloeua Lars- validated av Board swig. Luis R Lams, PE Steven M. Urkh, PE (717) 385-3300 PE-42514 (717) 31748454 bLU."nt d.mm YAW" aukmmld PW Amrssl 1023/2017 1 W7g2g17 1o/M/1017 Agw wd 12112=17 AMR Approved 1111111 Version Revision 21117 Mamthm■[ PGT Industries Coastal Windows 6ukCNpory: MWMom COFdOd sh k-&.Lt.- VandWAd as Doom Rua k MWnF)ade SCCO -CER MMmFDatle BCCO - VAL (941) 4s8-0100 (788) 3181690 ro .ten Vaud. d Erb 12A)6=7 11/152017 FW Aaerninsl Apmmnd 12IOBf2017 $1ma Approved era Version Revision 2017 James Hardle Building Products, Inc. Caspmy: Penal Wow auxNpory: Siding Coastal pnwY aLIC r Val( Pkvwmv Zhu Ranh 1. Clpawa John Southard, P.E. (908) 348.2827 PE-24121 (352) 381 p ogahengxhu@jamsshsr V.9d Irlamblisl dWAstral 051 OW092017 0111/18=17 Amrsved 10/1012017 $aaa Approved e< Companies@ 1 11 , : Erektetkn Report from a Fbaad dds RegkWW Amhor a Licensed FIOMe onm OomPIWm l l ' : Evakstkn Report from a Florins Registered Architect or a Uanpd Fail Compliance 111s11,od: Certification Mad, or Lisang Compliance Madlot EvakmOon Report eom a Florida RapMbnd AnhaW or Licensed Floods dla.cam z Pmfa"lorm Engineer Professional EpMean FLM1411Prod+aa ProMesiona Erpirlser Q age Product Modal. Numberer ill-Aoo Products Dmarindon Oda In M Use Approved InOutsidetiY11i /ar Use asses ! DoomS�IOL Progress,aProgress,1� FLiKSIDZMftWucti age Prodetmodol.xeaTlwaNanss Assurance P)5[9Y4i.Q4lsdllam Ap�OFar Use Aoaoved I2t!]RB for Use &=It t:la�id gam ileum Dan! EmaMt4eteDmg rst8817. �.ID(tliM ltsmwm dolt Paum 1 Mullane ss end for At DoVNmm Alumi Masons 05282021 Yee Yee Yee WA D aat ProdrNMloaN.Mroeanoraanm Quasar Assurance C ApofwmdfrLho Use Approved Ill IDlDDP ! O lm0fi1 RewWem gaai■ PatMlrs a 1 a. &quokFbarCWsk6quak, &quotSmadhSmr&quat:, S&#sl aquotlmpectliquot Glazed FibegWs 12/312021 No Yee Yee WA 2 5764 Verbal Alumdwm Mlutbn 12/312018 No Yee Yes WA 1 Csmpent Lop sigg fbmcatwd lap adding 1211 Yss Yee WA WA &quotclasslO mmquot w&quotCWalxrae Ski Door- 0Q heft or OUtaNq Conllpunal f SHEET NO. PA 1.1 I I I Florida Department of Business &Professional Regulation Building Codes and Standards Product Approval Application Detail Pape 1 of i 1/5/alte P1t11112M gods Enter or 20 isle poupomumgal Mum Version ltersdemder wonted ZOW02K IMM Validated8, Validated aWrslled FIsge■reral A■rsesd ANK Revision 2017 James HamW Building Products, Inc. Pingsheng Zhu Ronald I. Ogaws John Southad, P.E OWSM17 OSIMO17 0110 017 10110=17 Approved Category: Panel Wafts (909) 3494927 PE2412l (354 367-252S Bobcats": Stang pngeheng.zhu®)urgahar ComplYnq Method: Evakattlon Report from a dte.com Florida Registered Ardlbd or a Licensed Florida Professional Entileer FLI18192.16 Produch gw&La� Ambroved for Use )rigs PreductModel. NunheorNun Aogmfn�[LIM Im■g !� Product pleaded= In ltYHi HBdtem Pressure 2 HarftPmmr Lap Siding fibercenem lap skiing 12/31/= Yes Yea WA WA Florida Department of Business & Professional Regulation Pap I or i Building Codes and Standards 11=18 Product Approval Application Detail 131tt1]t:4tS gilds I!foft 29M Rdt Date pandlno go Irma MOW W dkgWM contact anak es Hlicense Validated 81 )tnldated Ent■lled FBSrAmermYd Aagmind Slake Revblon 2017 James Handle 13UIWV Products, Inc. PWgst"ng Zhu Rauh 1. Ogews John Southard, P.E. 0825/2017 081001112017 052802017 101102017 Approved category. Panel Walk (909) 349-2927 PE-24121 (3521307.2526 gubC.I.M: SMFg pingshang.zhuillitio whar Compliance Method; Evaluation Report from a dke.own Florida Regiatered Archliedt or a Licensed Florida Professional Entpu ar PLIM3111240 Products Qualler Assurance Adoroved for Use A■mertlfor Use Jmnesf Sao■ jlsda Pmmretabdel. Numbarar Mm. Product Oesodprbrt eainedmmhedon Data latd#K eudeYM NVIQ get" 2 HerdisPledk Lap Siding fiber-cNrunt lap Sitting 121312mo Yes Yss WA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail FLM28114W 221111111 ELtlb or lYat Version ldrsftdaesL gtlnted Enaho & Uri Review 2017 TAMKO Building Products, Inc. Kerd Eden Zachary R. Friend Category: Roofing (417) 6244M PE-74021 SubCabgery: Undedayments kerrl_edenfillarriamoom Compliauae MWwd: Evaluation Report from a Florida Registered ArcAerot or a Licensed Florida Professional Erpiear 229_+ Predpct Model NuW"ror Noma Product Metrication 6 No. 16 UL Asphalt Saturated ogses: felt Pope /d1 1/5 018 Io Do Dale parks 20 VoRdabd IN Yam Sind FOCA■Mxel Age Sloth Locke Bowden 10/192017 10(151017 1002=17 12H22017 Approved (334)300.1800 Cash&Aooars000 Appeared for Use Ammoved for the imma ldelan 01107=19 Yes Yea WA WA Florida DepartnTent of Busaross & Professional Regulation Building Codes and Standards Product Approval Application Detail P.plpfl ilmole , 22111 Relator 21M Rib pod*FNnmm 2111a I2oo Valadn 1111houdeft.o[ Cato EmkeraLbe Yaldl( validated Submitted FBCAowmfd A AM& Revision 2017 L.V. Thompecn, hrc db , Thompson Architectural Tony Ch M n Zachary R. Priest Looks Bowden 10110=7 10/102017 IQM72017 12/122017 Approved MetaM Company (TAMCO) (813) 2483468 PE-74021 (334) 300.1800 Category: Rooag kernagranahtoofing.cwn Roe Accessories that am an SubC+bgemY Roofing Ac ess Integral Part of the Roofing System Compliance Method: Evaluation Report from a Pbrlda Registered Architect or a Lianaed Fkylda Professional En~ FLS169194t2 Produces Cud& Assldmes Approved for ties Approved for the Dmaed gssde lag Product ModsL Number car Name Pry Centel conbad alabaster, onto 1, HVHZ oudawknim RUMBA PnxuM 4 TAMCO Round Top ONRMp Vent with Santa for Too 26 P. atetlo and ventlbker with basis 091=026 Yes Yes WA WA 13)Ei444R11 g1)!t Ltak Ymlon vodka= Revision 2017 Borst Roofing / MompLsoft CaesBar f: Roofing SubCabpry: Roofing Tubs Complianco Method: Evskertbn Report from a Product Evaluation Emily FLI78s9411 Produces a■a Product Mail. Number, er Name 28 VIM 900 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pale 1 of 1 Imole En tilt log 2dk Qrdel'lDdfm 2* contact E■tewaLicense, Meadows! Be Yam Submitted FRCAppf81W ADDrovedatarM Thanes Jerona8 KPMO Uniform Evaluation Gary W. Wailer 10/1812017 IOMM17 10212017 Approved (802) 2ev-2288 Services LLC. (205) 85"Iso thonwe jornmal @bonaLoo In !?mdkAM l Approved for Usa Anisroved for IMM Cooled Product Description Contract EWmbon DOW 1. HVHZ ouWdeH11M Dketetent D3mnta Medium m Pmft- Lake Wales, FL 10m412018 No Yes WA WA Qldk mm version Revision 2017 MI Windows and Door Category: Windows Subcategory: MuNona CompOana Method: Evalumilm ROW from a Florida Rephhrod Artldtad a a Liosesed FkeWa Professional Engineer "53113,11113 Products Ala 2 5784 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail End, or Beent SBlrger LUIS R Loma, PE (717) 3i)&M PE82514 boaln relvd.corn PJ3ffiEd VerBalAWm)num Mufilon Validated By Steven M. Udeh, PE (717)317-8454 Pap I of 1 11512018 21M 21M D IU Pond 21M Yalu a310MaAd tB Absenerat Approved awn 102=17 10/182017 10282017 12/12MG17 Approved IbWWLAegmnce AogmfiaLU N Aparkaffid for Use tensed Dool- Commet Exaltation Dole In Hoe QuisMe HVHZ ltrlwam Pres1rsa IV312018 No Yee Yes NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 d 1 Ingalls !'.IAflII2:B2 2211111 RWAV [ lot: lode Dow po"m 2111lit ;ores V-1- IYOldassl■ Conked E■la oraUsaoes VallidatedflY yeado d jilififillad F8CA■[mN Approved am& R"M n 2017 Abide Nldr Thompson Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 10/042017 10/0912017 10111MOrI7 12/122017 Approved Category: Panel Wake (330) 922d389 PE 1WO (813) 787.8865 Subcategory: Scats n8wmpeonQ)aklde.com Comptlanrea l l I : Evaluation Repod from a FW48 Raguterod Archied or a Lkmeed Florida Professional Engineer Quaft Assurance Applavad./PiSllt Approved for Use 1tesstE D"W §gqP Product Model. Number or Name Product Djwd Contrast Expiration Dab In "M Outside nlVfl2 Iteltetent EMes,9M 1 a. 8quok2T&auot, Soak Vent or Solid VMYI SWM 12131=0 No Yet No WA Florida Department of Business & Professional Regulation Pap / d i Building Codes and Standards 115=16 Product Approval Application Detail FLI18918A2 220 ErAft 21K Idols 009PondhW 21h Miss Version 1 VMMobd By Yooddw Astakilifid PPllf AMMYW AsseErsd Am& Revision 2017 LV. Thompson, hip dba Thompson Arddtedurel Tony Chdebnan Zadury R. Pnest Lod" Bowden 10/102017 10flQ 2017 10/172017 12/1272017 Approved Metals Company (TAMCO) (813) 2483450 PE-74021 (334) 3MIWO Category: Roofing wfwmonwutooflrp.cem SubCabgary: Roo" Accessories that am an Irdpnd Part of the Roofing System Compliance Method: Evaluation Report from a Florida Registered Amhibd or a Licensed Florida Professional Engineer Qudit As g Approved for tMo Approved for Use IM■d 2ift Lisa! Product ModL Number or Name Pik Contract, Estimated Dab In HVHZ Gamble MVHZ ANN" Protests 1 TANCO Flat Top Off -Ridge Vent with BdIM for This 28 go. slide and sentl"ur with base Do/Owme Yes Yes WA WA Florida Department of Business & Professional Regulation Pap I of I Building Codes and Standards 1/514018 Product Approval Application Debt[ PL#S"l gods sommr 20 291 Dab hnGm Date 1111112 version lulls Cgs Excleser a Usseres, Vegetated 11y YalklwWi Agessal PBCA=mai AgamMd atLaM Revision 2017 Florida MPW Products Imo: Clerk Jones James L. Bucker, P.E.® Michael John Romer, 1025=17 1010612017 1=712017 12(122017 Approved Category: Roofing (904) 783.84W CM)CK Engineedrg P.E. SubCalepry: Roo" Accessories that one an Wnk/ljfiamoo.ccrlb PE-31242 (581)414.7557 Inegral Part of the Roofing System ComobM Modod: Evaluation Report froma Florida Registered Aroh9sed or a Licensed Fiords Profeaslonal Engine FL*215UAI Produces, Prothtct Alodel. Nrenheror Name Quest A--- Adds A for Was IMRO j21" AMA In WAR O.Nme ltesteknt EtesM■ 3 3 - FIAMCO &quohRV 10 Ridge Vent&quo6 Aaanowns Ridge Vents for phoned mob fabdceted 1213112020 No Yes No WA from 0.025' Aluminum Florida Department of Business & Professional Regulation P.P l of 1 Building Codes and Standards IlMIS Product Approval Application Detail il1171149MI . CsOe intake W Die Pole Ioat mm Vmde manufacturer Cesteot Erda Lau ! VaMated 8, Valued HWmllted EEEAIerrsnl A Haters Revfabn 2017 Borst Roofing IMonWd.Neae Thomas Ja mod IMMO Uniform Evaluation Gary W. Walter 10/182017 100e 017 1021/M17 Approved W4090fy. Roofing (602)2W-2288 Services LLC. (205)85"180 SubCSWWW. Roo" Tibor thorma jemmetyborst.ce Complltna Mthod: Evaluation Report Rom a m Product Evaluation Entity 9WlatAssteance Adds AQ i" NOW Donlon Dag ProductMatM. Wenb.ror 111— Frockict Dntda 0ontriartExtillation Daft In HVHZ Dukakis NVHZ Rmbbat Pressure 18 Saxony 900 Flat Profit-R11B.. CA 1OM412018 No Yes WA WA FIA'la1.N11 fdo mus version &UnufacWw Revukn 2017 POT Industries cat"": Ifin lows Subcategory. Muaona Compliance Method: Cermlea m Mark W Lbfing FLM4til Products ■(IA ProduatModei. Neratrror��ama 1 Mullions for AD Doom and Wlafuws Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Poe l oft 1152018 20 MIA Dab Pendinn 20 Canteen a License veUdotedBy xsub MG Apprormil awn Dean Ruam Miml-DWO acco-CER Miarrid-Dads 8=-VAL 11/0M17 11/16)2017 12082017 Approved (941) 488-0100 (786) 315-25W druwk®pyt refustrles.00m Assurance Approved for Acorwad far tlr J2Waa EMAktQesetltpled Dole IBmm2 OLftws i Resistant Aluminum Museum,0&28/2021 Yes Yes Yes NIA Florida Department of Business & Professional Regulation Papa d I Building Codes and Standards 1/5/2o18 Product Approval Application Detail FLSI f2. t2 gerte EMMv or Does Rat Data PKKRW to mn Version Manufacturer consist Bledomar&llakernom Vatetatedas bill Yd allbmated PBCAom[sYd Agermud awn Revised 2017 Abide Nick Thompson Lyndon F. Schmidt P.E. Ryan J. Kig, P.E. 10/04=17 1010=17 10/11=7 12M2/4017 Approved Cmom: panel Wags (330) M-2309 PE43409 (813) 767-M Bobcats": Soffb mhompanQalside.com CompOm Mad rad: Evabatloo Report from a Florida Registered Architect or a Uo~ Finds Professional Engineer Approved for ties Ap!>tmed for Use Intesrd Donlan 1W Product Modest. Number Sir Sum Product 2fistakillifis Consist bobudw Dow ffil oubwlm Roe PPJ1w■ 2 b. 8quokABtsnce T48quot So11N Vera or Solid Vinyl SORB 12131r,= No Yee NO WA Florida Department of Business & Professional Regulation P.O. I or I Building Codes and Standards 1152a1e Product Approval Application Detail P1l14111:82 Q1111 Erov or Cols lied Dote PlmYm 2ma mm Ylrslae wAnUfdgtA r Cgnted Engineer aJLicense validated By VsdMsbd SibnOtbd FBC Approval App[mml Revision 2017 L.V. Thompson, Ind. Out Thompson Architecture! Tony Christman Zachary R Priest Lodes Bowden 10/10R017 10N9/2017 lo1172017 121122017 Approved Metals Company (TAMCO) (813) 248-3458 PE-74021 (334) 300-18W Category: Roo" tony®pomoU tooing.corn Subcategory: Roofing Accessories that was an Integral Pet of the Roofing System Compliance McNed: Evaluation Reportfrom a Florida Registered A ditd or a Licensed Florida Professional Engineer FLIMM84tl Produces QLMM Approved for Use Approved for Use Impact 2MM Ida! IftFP 1 SulaideB)ffli aesWest Pressure 2 TAMCO Gooseneck Vent 2594. 0910&2m No Yes WA +0%62.6 Florida Department of Business & Professional Regulation Page 1 of I Building Codas and Standards U712019 Product Approval Application Detail Cp a Emily or Wye, Date Date.. Pending Data Type. Version Manufacturer Contact Enanw&License Validated By Validated Submitted FBC Approval Approved. Status Ravel., 2017 Lomenco, Inc Andrew Carter James L. Buckner,. P.E. Steven M Urish, PE 04/0912018. 12/1612017 04/152018 0611220I8 Approved Category: Roofing (501) 992-6511 PE 31242 (717) 317=8454 Subcategory: Roofing Accessories that are an. ecarterlllomendo.cgm Integral Part ofthe Roofing System. Compliance Method: Evaluation Report from a Florida Registered Architect or Licensed Florida professional Engineer Quality Assurance Approved fa Use Approved for Use. Impact Casten Sep it Roduct Mpdat. Numbs or Name Product Dawlytlon Contract Expiration Data in HVNZ Outside HVHZ Reslstanf.. Pressure 1 DeCK-Air^" DA-4 Low Profile PoWropyleoe Plastic, Rod Vent 07/102021 No Yes No +97.5F97.5 Mechanically Attached to Plywood Deck, Florida Department of Business & Professional Regulation Poe l a i Building Codes and Standards 1MMIe Product Approval Application Detail UK Version mmmdmftm Canted Euoloonr.HLkes vemeMdBy ValidatedHum PPJW.eApproval Aaormd atenM RSYWW 2017 corm Rooli/ Morsimusts Thomas JemmaB KPMO Uniform Evaluation Gary W. Wailer 10Hemil, 10/062017 104212017 Approved Caheary; Roofing (602) 289.2288 Services LLC. (2DS) 85"1 W aubCWaory: Roofing Tees thomae.)emm"8@boml.co Compaesnow Mearod: Evaluation Report from a In Product Evaluation Entity FLNYS04UI Products 91aatdools■ae Aida Deals anal ProdrgQeutlntten conftd gxwrmum Dab 1111 outside HVHZ pk hd d P� 17 Saxony 900 - Country State, Hanford Slate, Shwa, Slots, FM Proaa-Sutldan, CA 10/04rMS No Yes N/A WA Spa Old English Thatch Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pop I of I liewis R31a192.B6 Seale Enft or 20t Dote Dab Poodles, 20 mm Vale, mwgrbdmm ggnted P.inglawerHLicense Vfitod.®t VatlOaloo Submitted FSC Asombrid ADDroved Am& R"Islon 2D17 James Mamie Building Products, Imo Plnpheng Zhu Ronald I. Ogaws John Southard, P.E. 0826/2017 08I0912017 08282017 10/10=17 Approved coma ry: Panel Wide (909) 349-2927 PE-24121 (362) 367-206 Subcategory: Swing pin9eherstAhuffionvishor Compliance MWwd-. Evskentbn Report from a dle.cem Florida Registered Architect or a Licensed Florida Prohssloual Engineer FLM31924t6Produeh S U,M AesntaOrJ Ageroved for Use Aooroeed for net immis Deafen AMI PANWUOM.Nwnbwwmuw Product Descriodom Conked fixolneorrDab IellmZ outswo YHE ! Ploollba 1 Cempknk Lap Siding use -anneal lap ak8ng - 12131=0 Yes Yes WA WA Florida Department of Business & Professional Regulation Page l or l Building Codes and Standards 1/5rmfe Product Approval Application Dlttall "01]�4 Rea Knew W Date penng 20 LM Version 1o01d�aer Canted bobwaLlm v.Ndebder ! �k di ldldeead aWlntlaerl fLiSeAfaaooi AgoMtted HteaM Revision 2017 OAF Michael SBeh Robert NWmi"n John W. KneseWch, PE 091272017 OB202017 09262017 12/121Y017 Approved DisasorY: Roofing (eW) 7W3411 PE-69ISO (064) 7724M SubCasogoey: Asphalt Shingles rMleh®gaf.wm O mpgmce IS N, : Evskubon Report from Florida Registered Arddud or a Llcenesd Florida Professional Engthesr )2(M)gy ggpssAsomemed for the Approved for Lee low !?W■ lag PmductModoLNurrharor None Product DoosthOw Commit awrom am In NVNL O Resistant Pam! 1 GAF Asphalt Roof Shinglas Fe"ge m reinforced 34ob, lodnatstl, 5-teb and 10202018 No Yes WA N/A Wridga oWha6aNrghm Florida Departrnent of Business & Professional Regulation pap I of I Building Codes and Standards 116016 Product Approval Application Detail FLI16918.R2 SBdg Eder W 20t fors Dow P&Xkw 219 Mrae VarsMn ammkow Comm EBnlaMc# License Vstldehdson Ya3ednd Saturated FOCArm Aserasad am& Revision 2017 I.V. Thompson, led. did Thompson Architectural Tony Chdabrrmm Zed" R. Presst Looks 9owden lonowl? /0/102017 101172817 1211202017 Approved Metals Company (TAMOO) (813) 2483455 PE-74021 (334) 300-IWO Category: Roofing tony®gomehk0ofing.am SubCahgay: Roofing Accessories that ors an nlupul part of the Roofing $yawn Compliance Nathan: Evsk aaorlReport from a Fiords Registered Ardubot or a Lloenwa Fiords Pmbuimat Engineer Quotas, Associates Approved for the Approved for use lrsesit Design Head Product ommdo on Contract Sow In HVMZ JdaWdeHVHZ Realadord P—M 3 TAMCO OR-R"ae Rod Vent with Ballet 20 go. Slake root ventiWter with Integrated! baft 09109I20211 Yes Yes WA WA finds IYoo Version Manuhcbnw Review 2017 Borst Roofing I Monled.NotN Comm: Roofing SubCotepey: Roofing TIM Compliance Mailed: Evaluation Report from a Product Evaluation EnMy FLI7Ses.1111 Prodads; a" Prod dMO Mt. Uumbw r Nsms 27 Vila goo Cgde DA vow ltandbo w Revision 2017 Borst Roo" / MonW&Neh compeer. Roofing Bobcats": Reading Tiles CompdhnteYsared: Evaluation Report from 9 Product Evaluation Entiy KA71.9.R11 Produces agora Product Model, Numb, ar Name IB Saxony 90D - Country Slate. Shake 8s mp; Sete Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pap 1 of 1 115=18 Enw or Data DOW Dab Passage DOB ggolaat Eoolmser&Lk— Validated By VaNdad HWlifilifiW FWAjorrosedAar imm Thomas Jemmy t 0~ Unfomn Evaluation Gary W. Waaor 1011S12017 10000=17 10212017 Approved (602) 269.2286 Services LLC. (M) 854-01 W thomasjermrettQboraLoD In s omIAMM ssa AMNWM.lbrtko Assumed for ter Ij■ed 12MI■ Product Descriptions Contract EmMMMM DOW InitYlZ guWdNVINZ ! P.MooaM Medium Prdae - Denver 10/0412018 NO Yes WA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Ptge l d l 11502018 Eraw or go Rik gab Pl911■ gad canters V IlddWBy Validated Sub FBC Approval Approved AMR Thomas Jemm ott APMC uniform Eveuatlon Gary W. Walker 10118=7 1010&2017 M21=17 Approved (602) 20942288 Services LLC. (2D6j 85"160 thomaalar nemboreLce m Guesg(,AesyMges Approved for Use Approved fKLIM immal passed Product Damodulklon CON&ad ]Expiration Dab In WAR CtedfkHVMZ Resistant P—ra Flat Profit - Hendooer, NV 10104/2018 No Yes WA N/A Florida Department of Business & Professional Regulation Building Codes and Standards pap l d l immia Florida Department of Business &Professional Regulation Building Codes and Standards Pastoral I/Mcis Florida DepeMtent Of Business &Professional Regulation Building Codes and Standards Pap I or 1 1/54:1018 Florida Department Of Business & Professional Regulation Building Codes and Standards Pap 1 d I 1154018 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail ppl Product A Approval Application Detail Adlall$il gads mm Yeolon Weudaoters[ EntteLgr Zak 21k Data POKIM Conked EwALles� V.IMMIM Valli H1AmtlIW FICA■an� Cantogte 219 ■ Arsesd AN& nms49Rf 1 cat mmViewViewersE sNkmdmtww Eaft or 21k Rers Dom Pend Canted ■IesuHLMaoes b. Vaud.dBe vegetated SubwAbd p Jos AgsooW Awn VA611711412 220 mm S(er3de areas or Canted EoWswaLboo ValMatedBy Bak 20 OVA Pla tim lost, VaUd■d $f Appeased ea Hd 220 Brae Version MinukAnrsr EBHOLor Dote Rote Dab powm Canted E.W—&Li r Validated Or VaIW bd H F&CApproal Aga�r>esd Steers Review 2017 Borst Roofing I MonWdJ ft Category: Roofing SubCatoory: Roofing Teas Compliance Mearod: Evaluation Report from a Product Evaluation Entity Thomas Jo IS IAPMC Unaotm Evaluation Gary W. Wallow 10/18=17 t01092017 (802) 2W2286 Servlas LLC- m es"180 thommiom tabaW.a m IMIMD17 Approved Revision 2D17 Borst Roofing I MmbrLNedle ry:RRoofing ubCetegory: Roofing Tiles Subcategory: Compliance Metlrod: Evaluation Report from a Product Evaluation Easy Thomas Jornme t WPMO uniform Evaluation Gary W. Weidner 10/1812017 10106=17 (802) 2.fornm 8 Services LLC. (205) 854-01t10 tlronue.hnsf"ti®borsl.ce m 10212017 Approved Revision 2017 Global Protection Products, LLC. Category: ShulMrs aubccta0ary: Storm Panels Compliance Method: Evaluation Resort from a Florye Registered Architect or a Ucenssd FWMS Tim Robinson Wstesn A. TIM Jr., P.E. John W. Knozevich, PE (954) 688.7615 -44187 (984) 772�224 tlm.robineon®9ppehtcom - 09/0814017 08/9112017 09/1112017 121122D17 Approved Rovbiam 2017 Global PrdaWon Products, LLC. Category: Shueses S :Storm Panels.ro Compliance alsnrod: Evaluation Report from a Flalds Registered Ambled or a Licensed Florida Tim Robinson War rA. TSB Jr., PE. John W. Krus evich, PE 09106=17 0821/2017 09/112017 (964) 86B•7545 PE14167 (954) 772.8i2a n coal 12112MO17 Approved PlI7a494111 Produeb - Professional Enginew Professional Engsams cases A— AaMntMdtgt9e A■roiellheJIM bwO Well OL"&Assi■nce Anomeadj9 Use Anstroved for Lin Jmsed Fool■ I%MW724tg Products PL#tSD764t5Produces 22" Product mom, Number W moms Product DuadmUm In MVHZ cuiMs NVNZ j PNN M slap. 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Number cor Product posaipuon CorAndexmnomow 1. mid FQ ouNBy Resistant Perri Shake - 1 20 Gage Galvanized SDI Storm Pwral&HVH2 Corrugated Galvanized Steel Stamm Panels mmi ed 1213112019 Yea Yes Yes WA 2 24 Gap Galvanized Stoat Storm PansISNHVHZ Corrugated GaNan"ed Skest Storm Panels retained 121311419 No Yes Yes WA or not by bads to provide humane protection. or not by Seeks to provide hurricane protection. }a N N r� Ca > C- e -� U =3 �L W N 0— 0 CU U � Cn ca O CU VJ CO = O CL O 0 ICUO LL .� Co i.i 1,02 r�^ V ) z z W J yi C� 0 CU U Cin -t:f 0 W U) ICU 0 L CU -+-Mo ctee < C/) 0 U 2 U) L W Z z Q J )_ SHEET N0. PA 1.2, Florida Department of Business & Professional Regulation Page 1 01 Building Codes and Standards I1712016 Product Approval Application Detail Coda OEM Errtite or Date 212 Daze Partin, ,Ewe TV- Version ManuracWrer Contact Enalneer&License Validated By Validated Submitted FBC Approval Approved Status Revision 2017 All American Shutters and Glass Mike Barbieri Frank L. Bennerdo, RE Troy Bishop, P.E. 04202018 1020/2017 04202018 06/122018 Approved Category: Shutters (561) 712.9882 PE-0046549 (954) 947-0880 Subcategory: Storm Panels mlkebaallem n.n hutta Compliance Method: Evaluation Report from a rs.can Florida Registered Archltect or a Licensed Florida Professional Engineer FtlN71t89•MsPralircls -_- _ = `.' Sao# Product Model. Number or Name - Product Description Quaimv Assurane Contract Exdralon Date Ancroved for Use Awroved for Use - Impact gam. In HVHZ Outside HVNZ Resistant Pressure 1 24ga Galvanized Steel Storm Panels 24ga Galvanized Steel Storm Panels 121312019 Yes Yes Yes N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Preps 1 a 1 1/Meole raft EMfyst Isle 20t Oak PNNNM Res Lfa vww,, EuhmBOpi PaGeopriand Approved tiaha Revietn 2017 net so" Components Group Imo Start Laws ICC Evaluation Serves, LLC Wlfun M. Ranieri, PE 09119=17 011I072017 094lrA17 Approved Catesm: Structur component (847) 9184 473 (407) 661.1017 aubCalbpwy: True Pain sW ioQalpin Aw.mm Cnhnpslanw Medod: Evaluation Report from a Product Evaluation En* 2MBLUSUM Amproved for Use Aaorcral for this kt"Md Gammon pga ProdMtMofatNumheraws Product IEtE4t'Z outside a Priessume 4 r1W BIXaAplue Wave Moil Connector Pate 1213112022 Yes Yes WA WA ARNsbasuk FU21974M Loa valakn llrsld�uu Revision 2017 M(Tok Industries, be. Callsawr• Structural Components BNbc bgM: Truss Pstn Compliance, Moiled: Evalwtbn Report him a Product Evaluation Ergay FLa21974M Products Met PreduriYodaL Numharawrs 4 MI FLAIW40 2M mm Version amll Revision 2017 waryertreewer Category: StrueMN Componens aubCabgory: Engineered Lumber Conpisnoa Method Evratbn Repot from a Product Evoluedon Emfr aaa Product Model. Number a ors 3 Tht6tskmd LSL Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pale I of I 1IM101 a each & cal 511h td 124ap®al Aa®fad Am" David wart IOC Evalatlon service, LLC IOC Evaluation Sorrow, 1011942017 1O119=17 IO2=17 Approved (314) 851-7480 LLC. dwe tiC.11 m (215) fS8P08W Approved for use Approved for Use, knowt Dmdm P in HVHZ QUM&lattK ! Praasors 20 ga. truss connector psis 01/0112023 Yee Yee WA WA Florida Department of Business & Professional Regulation Pepe, w I Building Codes and Standards I162as Product Approval Application Detail EDtkcor gal 2ift DM Pam Gal vrldabda llithisM FBCADW V t Amllmrsd alma Rob Bud In IOC EVsuwbn SMv 0, LLC James A. 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Product Domeriodw Owdr@dExWmdmDO& In tflRli Outside HM gm9lba prom= 1 Quality Precast or Commercial ConaMs Products Prows ant PraosMed COMOMW Labs gY2620 A No Yee WA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 or I I/5m1e Florida Department of Business & Professional Regulation Building Coda and Standards Product Approval Application Detail Papa 1 or 1 IrJr2gla Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application DWII Pap I or I 1rMm1e BidL$1�54 2m Enft 1g age 21M Dampowim ige Serle Emkra Ras Gal lab Parasol 2* 290 EDW of Gal 201 Dab PbM im Rik Lfa Yarsim At fact EmloaeALkwe Volidabd By Validated auhmakd FBCAp al Aoorsrad Am& Lfa veil usedeohat Sew P vaadwdBy Validated Submkbd FOCAoa>snl Aimed MILL MIX vmkB cwmu Eminsor& Limeness vwkhodBt MAIMM auhmmd FBCAmlrmlLL Approved ahm Revkdon 2017 nW OWkft COMVOFAN* Group Ing Spurt Lewis ICC Evaluation Service, LLC WUM. M. wnforl, PE OWIVM17 0910172017 09212017 Approved Review 2017 rTW Building Component Group sa Swrt Lewis ICC Evaluation service, LLC Wham M. Ranked, PE OW1W2017 01IM72017 OW2112017 Approved Revision 2017 rrW Building Components Group pro Swrt Lewis ICC EVNuadon $*Nice, LLC WWAM M. Road, PE 091IM17 0aWr2017 091 Approved Campy: soructuts Components (847) 918-6473 (407) BB1-1917 CatporN: uda (847) 91sokm (407) 881-1917 category: l Components (law) 91e1473 (407) 881-1977 aubCabpery: Truss PMea $Wmisaalpbaew.00m ry: Trues Plain adbCetea@1Y: Tars Pate sbwicaa$truer.wm w. Those lldCobapllF Trues PIMee elewisaalpineaw.wrnh Composite@ Method: Evaluation Report from a Co mplapes rbtrod: Evaluation Report horn a CaaryBena Method: Evaluation Raped from a Product Evedurbn Emey Product Eval aeon Engy Product EvshuobW Endo Hvl11fl1�..P@ilLLk Aporgerad.farL" Approved far Use [mood gum asa1 Quaft Assurance ABprovedfor ties Approved for ties IrsWktt lgtla H.Pl�t Climate Assurance Approved Approved for Use ImRiad GaWn Atu P In wag Bekkrs PrsaMa nap ar NalwasPContrast Exohudm Dam, In HVHZ !gam RNWsbm PwMa Eat ProdretMedr. 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Product Nofti, Number or Nam P inPN i Oulakis i Rosemont Pressure 1 M1ssNS 18 ga. super high strength bless connector plate 01r01/2023 Yee Yee WA WA F1a2b74M coft Lot veokn fain Rwiebn 2017 M rsk hidden" bo. Cebgory: Structural Component Bu bCeMpwy: Trues Pieta Complanw Marriod Evaluation Report from a Product EWNa1bn Emey Fte21974L Pfa&wb Ing Product Motel. Mmanner of Name 5 Mr20HS lea mm version rtaildehaL Revision 2017 Weyshasuser Category: S&uclurs Component SadCalopy: Engineered Lumber Compile es Meta I Eveladon Report from a Product Evaluation Emly FLNMW4tS Products aw Product latest. Meadow a Nand 4 TJ Rim Board Florida Dapartment of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Florida Department of Business & Profesamml Regulation Building Codes and Standards Product Approval Application Detail Page 1 er I 115MIa FLP21974M rdo EIS Rak Rik DebPumflm ige Loa! 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Oubbb HVHZ Retailers Pressure 20 go. high straigtih tram connector piNo 01Al2g23 Yee Yea NIA WA Florida Department of Business & Professional Regulation Pape I of I Building Codes and Standards IMM18 Product Approval Application Detail EBttlt a Ida 1gk Deb POWIM gal Carried A a,ameld FBOAoemMl AtaBean AMR Rob Bosun IOC Evalustion Suvlca, LLC Janes A. Rodman, PE. 06222017 05202017 071032017 Approved (263)924-6476 (808) 839-I344 RobeRBeldwinaweysho eueer.com legal A- ApplovedforUss AarovisdiprUbe hest Deal - Product In ilI Outside HVHZ ROSIMMI pC Shudursl Composed Lumber or oriented sound 03131Q019 NO Yee WA WA boom Rbn Bond Florida Department of Business & Professional Regulation Pagel oft Building Codes and Standards Y1e2018 Product Approval Application Detail Code Entity or Dole 211 Date Pending Data LIP4 Veralon Manufacturer Contact Enclneer & License Vaildatetl By V d Submitted FBC Approval Approved Status Revision 2017 Gulf Coast Supply & Manufacturing, LLC. Eng David Daniel S. Kuhn Locke Bowden P.E. 10/122017 10110M17 10/172017 12/12/2017 Approved Category: Roofing (352) 498-0778 PE-75519 (334) 300-1800 Subcategory: Metal Roofing Infofgulfcoastsupply-nit Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FLai1661-IE3PrpdultaQuality Assurance Aooroved for Use Approved for Use Impact Desrn pep # Product Model. Number or Name Product Deseriodon Contrail Exoratbn Date Resistant Pressure 1 0.032" Aluminum 5V Crimp Min 0.032&quct; 5 V Crimp Aluminum Roof Panel 04/122024 No Yes N/A -NIA/ over 15/32&quoL Plywood -108.5PSF 2 0.032" Aluminum Gulf Lok Min 0.032&quote Aluminum Gulf Lok 16" Wide 04/122024 No Yes N/A +N/A/ Roof Pael ovenr 15/32&quo; Plywood -116.OPSF 3 1" 24ga. Gulf Snap 1" Gulf Snap 24 Ga. 17&quo; wide Roof Panel 04/122024 Yes Yes N/A +N/Ab-131,OPS over 15/32&qua; Plywood 4 1" 24ga. Vemi-oc 1&quol; Versal.oc 24ga 1658,quo; Wits Roof Panel 04/122024 Yes Yes N/A +NIA/ over 15/32&quo; Plywood -138.5PSF 5 i&quo; VersaLoc .032&quo; Aluminum 1" Vereeloc min .032" Aluminum war 04/12/2024 Yes Yes N/A +N/A/ 1522&qud; Plywood -101.OPSF 6 1.5&quo; 24ga Gulf Snap 1.5" Gulf Snap 24ga. 16&quo; Wide Rod 04/122024 Yes Yes N/A +N/A/ Panel war 15132&quo; Plywood -116OPSF 7 1.5&quota 24ga. VersaLoc 1.5&quo; VersaLoc min 24ga. 16&quo; wide Roof 04/122024 Yes Yes N/A +N/A/ Panel over 15/32&quo; Plywood -123.5PSF 8 2&quote 24ga. MsgI Min 24 Ga.2&quo; Megai- 16&quo; wide Roof 04/12/2024 No Yes NIA -NW Panel wer 15132&qud; Pywood -10&5PSF 9 24 Ga. Gulf Lck Min 24 Ga. Gulf Lok 16" Wide wer 15/32&quol; 04/122024 No Yes NIA +N/A/-96,7PSF Plywood 10 24 Ga. Gulf Seem Min 24 Ga. Gulf Seem 16&quo; Wide Roof Panel 04/122024 No Yes N/A +N/A/-93.5PSF wer 1x4 Wood Purilns over 15132&qud; Plywood 11 24 Ga. Gulf Seam Min 24 Ga. Gulf Seam, i 3/4&quo; Snap Lock, 04/122024 No Yes N/A +N/A/ 18&qud; Wide Roof Panel over IM2" Plywood -108.5PSF 12 26 G. 5V Crimp Min 26 Ga. 5V Crimp Rod Panel wer 15/32&quo; 04/122024 Yes Yes NIA -NIA/ Phywood -156.5PSF 13 26 Ga. 5V Comp Mn 26 Ga. 5V Crimp over I5/32&quot, Plywood 04/12/2024 No Yes N/A +Nhk,131.PSF 14 26 Ga. 5V Crump Min 26 Ga. 5V Crimp Rod Panel wer tx4 Wood 04/122024 No Yes N/A +N/A/ Purlins over 15132" Pywood -156.5PSF 15 26 Ga. Gulf Lok [An 26 Ga. Gulf Lok 16&quo; Wee Roof Panel over 04/122024 Yes Yes N/A +N/A/ 15132&quo; Plywood -161.OPSF 16 26 Ga. Gulf Lk Min 26 Ga. Gulf Lok 16&qud; Wide Roof Panel over 04/122024 No Yes NIA +N/A/-63.5PSF 15132&qud; Plywood 17 26 Ga. GUIfPSR Min 26 Ga. Gulf PBR Roof Panel over 15132&qud; 04/122024 No Yes NIA +N/A/ Plywood -154.71PSF Florida Department of Business & Professional Regulation pap. I of I Building Codes and Standards 115=1e Product Approval Application Detall Rlsa2i!M rd4e Easily or Ilk 21M DafPandkw 20 Lea version mosidialim rddala Enl- aJderm Validated S, iNgdod aRhmod FAST Arad ataha Rovaen 2017 Wsywhiseusr Rob Baldwin ICC Evaluation Swim, LLC James A. Rotation, P.E. 08222017 08202017 D7103)2017 Approved Category- SSrcWral Componerate (263) 924-6478 (Bat) 839.1344 SutiCalagory: Engineered Lumber RobartSaWalnaseywhe Compasnce 11e0aal: Evaluation Report from a awer.rcm Product Evaluation EMiy FLa66274M Produce OuMNyAssurane Approved for Use AODMvedlorUn Itmet Dnim seat Product Model, Number or Mon. Product pourhftn CwdmdEmktllonOft lames Quaide KVHZ PM"M 1 M9erodam LVL Laminated Veneer Lumber 0303112019 No Yee WA WA Florida Department of Business & Professional Regulation Pape I or I Building Codes and Standards 115=8 Product Approval Application Detail Fla9e274M tie Efdit9t Rak Gal aimpo ew Gal Lea version armirhaa 1 1 >:mmerslx� YalsaMalac Yawl alLLnu9W FWADWMW Alamo amm Raysbn 2017 Woyerhsuusr Rob Bebwln ICC EVatuadon service, LLC James A. Rodman, P.E. 0622/2017 06202017 07/0312017 Approval cas9cry- structural Components (253) 9246476 (808) 8394344 euhCabo": Engineered Lumber RobertBalAsnaaeyerha Compasses Matlod Evsuatbn Report from a ehreer.com Product Evaluation Err* FLN6Z74M Prodcb alpd ProduetMGM, Number car Names Product Doiscanoticare Cob"EmhaMraDeb In HOC OLlbklo111a6 PADIstrA p� 6 wsyeth er Plan Boats Crested Strand Board Ron Baud 03r31tMll NO Yes WA WA IWrsh!�Ik $eo # Product Model. Number of Name 18 26 Ga, GuIfPBR 19 26 Ga, GulfPBR 20 26 Ga, GuIfPBR 21 26 Ga. GulfRlb 22 26 Ga. GulfRib 23 26 Ga. GdlfRib 24 26 Ga. Gul62ib 25 29 Ga. GudRib 26 29 Ga. GulfRib 27 29 Ga. Gul Rlb 28 29 Ga. Gulm2lb Search Criteria Code Verelon: 2017 Application Type: ALL Category: ALL Application Status: ALL Quality Assurance Entry Contract Expired: ALL Product Description: ALL Approved foruse outside NVHZ: ALL Design Pressure: ALL Date To; ALL Florida Department of Business & Professional Regulation Page 2 ef2 Building Codes and Standards Y282018 Product Approval Application Detail Product. Description Min 26 Ga. GuIfPBR Roof Penal over 1x4 Wood Punins over 15132" Plywood Min 26 Ga. GuIfPBR over 15/32&quo; Plywood Min 26 Ga. GulfPBR ever 1x4 Wood Punins over 15/32" Plywood Min 26 Ga. GulfRb over ix4 Wood Purlins war 15/32&quo; Plywood Mn 26 Ga. GUIfRIb over 15/32&qud; Plywood Min 26 Ga. GuliRib over 15132&quo; Plywood Min 26 Ga. GulfRib war 1x4 Wood Punins wer 15132" Plywood Min 29 Ga. GulfRlb over 1x4 Wood Purins war 15112" Plywood Min 29 Ga. GuII over 15132&qud; Plywood Mon 29 Ga. GUIpRib over 10 Wood Punins wer 7/16&qud; O.S.S. Min 29 Ga. GulfRib over 7tl6&qua; O,S.B. FL # 11651 Product Manufacturer: ALL Subcategory: ALL Compliance Method: ALL Product Model, Number or Names: ALL Approved for use In III ALL Impact Resistant: ALL Data From: ALL Quality Assurance Approved for Use Approved for Use Impact Design Contract Expiration Data In HVHZ Outside HVHZ Resistant Pressure 04/12r2024 Yes Yes NIA +N/A/ 151.7PSF 04/122024 Yes Yes NIA + NIA/ -154.7PSF O41122024 No Yes N/A +N/A/ -151.7PSF 04/122024 No Yes N/A +N/A/ -164.2PSF 04/122024 No Yes N/A +WA/ -159.2PSF 04/122024 Yes Yes N/A N/A/ 04/M024 Yes Yes N/A +159.2PSF N/A/ -164.2PSF 04/122024 No Yes N/A +N/Al -123.5PSF 04/122024 No Yes N/A +N/A/ -146.OPSF 04/122024 No Yes NIA .N/A/ -101.01PSF 04/122024 No Yes N/A +NIA! -116.OPSF Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall Peps 1 of 1 11 IlNMIa BA2191 risk EmlhL[ 2da Rik Rim 211k Ltd vmka magglagates alkme vrldabae vat awmwm FOOAt1Wn1 Aotaanm Aiwa Rosen 2017 M9rak lnouadin, Inc. David Wan ICC Evaluation asMos, LLC IOC Evaluation Service 10/19=17 10/19=17 10=1017 Approved Came": S4uch rr Components (314) 861-7480 LLC. Bobcats": Ton Pkbe dvaderra.com (205) 5004M Cra Voas mavw : Evaluation Report from a Product Evaluation Emily FLe2197.Ri Prpdase Approved for Use Approval far we hand Gaul IKI Product MOOL Number Product Description In mQS OmM& HVHZ Rmhd l Prsmun 3 MT18MS 18 ga. high sbamgth tress connector pat 01/012023 Yea Yee WA WA FLes2ran sm mm Yarskn shielded - Revision 2D17 Nhyerhasuser Cabpwy: shxbrs Canponent SubCabpory: Engineered Lumber Compasses Method: Evaluation Report from a Product Evaluation En* FL W-M Produeb ana Product Model, KMW wma 2 ParNtm PSL Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Papa 1 M I Iffi mis Emkr9s Ra 21M Deb PHNIM Rik Sdeerd Ea License Validated By vakldW &wood FWAoorsnl AalsyW AN" Rob Batlwin ICC Evaluation service, LLC Janes A Rotimun, P.E. Ogr2=17 OB2012017 07/032017 Approved (253) 924$176 (boa) 839.1344 Robsrt8aldwhiC a ryedu eueer.wln Approved for Use Angrovedlicartleor Impel 29" Product Contract Exokmdm Oft latil?Ji OUMWD VM ! Pfoo*M PaMMI strand lumber owl/mg No Yes WA WA Florida Department of Business & Professorial Regulation page 1 or I Building Coda and Standards I M2ae Product Approval Application Detail FLAfral Gads Enft N Gal Gal DNWPWWIM Res Lrae Yuen eft Yaaaadax Yaaetngd auhmme FDOApasved AaalmLLd stets Revision 2017 CAST-CRETE USA, ea Crag Perrino M iaml-Date BCCO- CER ktWm4 ode BCCC - VAL 11114=7 10/18=17 11212017 Approved Category: shumrwl Component (813) 621-0841 (788) 315-2500 aaeabgwy: Products Introduced as a Result of cyaRkoawsawe.mm New Terhnospy COMPYsMe MMod: COMNCdM Mark or LBasg PLAU4tif Products Approved for Lis Amrsead for LNG lmm a Reign affi! Product Model. Mundane or Ham Pit.Desolation Conked expkodm Deb 1111 OUWWHM RO&WbdlR+am I Kq h SkengB Convab Lines 4, 6, 8, and 12 inch wide ants O91112018 Yea Yee WA WA WaLLGdW4 N O cn Co O O +� U O L /Q� t V O C VJ O O O ) ICU O CU O CU > Cn - 1E -0 E O O � ,.0 � .� '�^ v/ MIN MIN U Cn O }n'� W CIO ry O L CU cL C O L V rCD v aeeaeea cw C Q Z Z Q J a_ SHEET NO. PA 13. )3j St a-31