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HomeMy WebLinkAbout39740 Harvest Creek Lna rn N W S co C"I O J C> 00 G N 4 0) rn v N 0 J IO 00 0 EZ mlk VVO S r G®'Der• OVID����� ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Rad. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FIR DR French Door RECEPT Receptacle ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BLK. Block GALV or Galv. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SO or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community KIWALL or K/Wali Kneewail SW or S.W. Shear Wail COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WOW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish MIL or M.L. Microlam UNO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic Vor v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalarn DW or D,W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Fir. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-8-15 2.0 ADDED VAULT. CLG. 12-28-17 3.0 2017 FBC UPDATES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. 08-27-19 4.1 ENG. REVIEW FOR 150-C MPH 09-20-19 4.2 ADD 8'-8" ELEV. FOR TREVESTA 12-12-19 4.3 ELEV. B EXTEND ENTRY SLAB E �I�n Lli-ILCll-1� 1��iJ F7� F7 t nF71 i 7 i IL ENN/�Ra� 1941 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN B FOUNDATION PLAN MONO 7 ROOF FRAMING PLAN 8 LINTEL PLAN AND DETAILS SIN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site: The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason, f154 Y� i F E G if 2 i-i.�'�fA ��e�•` �• �A�j o m L O 4 CE!= ryS:O'�'�t�r`�1�� 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. N W .i 5 E co, oo N 4k 0 NN o) rn L J # W y� , L �V LLJ d LL i QjMM JLLu aW a. =o o(p 7 CV mm O m W ¢�n� p0 —Ur ILW o o M rn :DZ N ¢ 00 U ❑❑❑ W N z N z 0 013 � a V^)' 2!a o W LL � N w � a Um Ow V) g c W L Ewigl alp d I�I�94 r- c 0 ¢ No I� ti Co W M z 2 05 Z < LL. zo '<ca- }o EE ° = Za w� cl o¢ oa o Eo N w ¢ o az �w L U) c C o Y . o m g o o' z rz Z N cu) �� oO zz � W C w a �w U oLL 13:1 za > d' � W \ / ca cD •� c CU C O � � U Cfl m }, �.i O 1r co Np M LO r' o Z Z E O N m a E 0 ¢ o _ °�' JOB NO: 20-8082 SCALE : AS NOTED SHEET NO. C S rn v TYP @ 1 STORY A S3 OWNER'S SUITE 8'-0" CLG. 00 CARPET IN T ao G 00 S3 (3) 2x4 #2 SPF w/ N DTT2Z @ BASE 1 5'-11Q" I A'_n" I = I O ^ 2:12 VAULTED CLG. N , t` in I 1 V-W 7 I FAMILY RM 9'-4" CLG. CARPET 23'-8" A /7 BUILDERTO �� i , • r- PROVIDE APPLIANCE ■iG0 PROTECTION ®. : - ►rJ REQUIRED_ '�■. FBC - 8 L: ■. ■ •■I\ HANSON EDGE OF SLAB 2" mom BEYOND WALL CARPET 2 CAR GARAGE DRYER VENT Awl HRU -. • • ■LIB '�LON �� M�IIIIIIIII111`_. �1� Ell �� rn L T-10" L T-8" L 10'-1 R&S i�--------------- F ' 4'-7" 8'-8" N 5'-4" 5068 B F 7 I OPT.I I REf._t- I I---- --C---==_ - - BEDROOM 2 PATIO CAFE -_--- � ----- ,� W F---� I 8'-0"CLG. VAULT. CLG. D.W. o� oa fO I I CARPET vOi O00 CARPET i , t r d c�i > U 'L _ :+ - J B 3 SI K wl ISP i b� 2'- ' 2'- " 10'-4" �w - - lirli•���■�_ �1• rMl�i■■■■■■■■■■■■■-■■■■rI■-■■■■■■■■■■■■■■-■■■■■■■■■■■■■■-■■■■■■■■■■■■■■I H.B. 25-SH EGRESS O A S3 -HDR AT 7'-4" M� BEDROOM 3 8'-0" CLG. CARPET 1 U-47" 15'-10" LL m 00 r CD CD 25-SH EGRESS O E$� 154 00 Fi----------- I I I K TYP O° I I I S4 GARAGE I II I I II I I I OPENING I I I I I I I I 17$„L. I I I I !r I 0O I I I o I I I > I I I 0 I X I I I T I I I I I I I I NOTE: FINISHED I I I I I I WALLS TO BE I I FLUSH. VERIFY IN I I FIELD. t I - - - - - ----- CC D 50 S3 S3 r" iff ' 9'-4'L C ENTRY CD 6„ 8'-0" CLG. a I ALL' 11110111111 R&S 2668 r r - - - - - ---- 5'-4" �' I �' 7'-6" N IT, rn I 4068 B.F. IF BEDROOM i , CARPET .r Ir ■.;; - - .SURROUND FIBERGLASS - IIIII• HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 112" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2600 PSI HS (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18JX254 S.H. 13 20 X 38 j 18 4 X 37 1 S.H. 14 20 X 50 j 18 4 X 50 S.H. 15 20X63 184X624 S.H. 16 20X72 184X714 S.H. 11­12 27114X26 26X254 S.H. 1H3 271/4X38 26x37 S.H. 1 H4 27 J X 50 i 26 x 50 S.H. 11-15 274X63 26X62112 S.H. 11-16 27jX72 26X71112 S.H. 22 37 j X 26 36 4 X 25 1/2 S.H. 23 37 X 38 36 4 X 37 3/4 S.H. 24 37 X 50 36 j X 50 S.H. 25 371 X 63 36 4 X 62 112 S.H. 26 37�X72 364X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 4 X 25 4 S.H. 33 54 X 38 j 52 4 X 37 i 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. TIE WALLS TOGETHER BY ROTATING BLOCKS EVERY OTHER COURSE General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302,5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" �A +29.7 / -30.8B +29.7 / -39.2 © +28.3 / -30.8 �D +28.3 / -36.4 DE +26.6 / -28.0 OF +26.6 / -32.2 O SEE S"SHEET SEE SN SHEET NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +34.0 / -44.8 WALL LEGEND MASONRY HGT. @ 8'-0" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "A1" (TRA) 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 FRONT ENTRY 20 TOTAL AREA 2372 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED FLOOR PLAN - ELEV-Al EXT FRAME 2 x R-1KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) SCALE: �4 r=� r-0�� GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED lai(91!!Fi/ ji��Ry NN UA s 0 0r ti. "fill I 1p lok 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. U/) ip ry O 8 � too N # N 0 O (ON C1 - a N 7t g.7 u7 m J W u _ a Q) M M Z f6 0Wo W LCao Wmo m W 0 0) ��°'°' n ? O rL Z LL IL Nco N O M Z W o rn < Z < U 0 J ❑�❑ W z N M 0 00 z z U) N - N M z -J (9 0 � U -,0WV) CA I ^ YZ v ' �y CAW U I J E g ®000 • U o N oo Y N Of ti C Co W I� z Q0 o w� wo z zo z® o H (0 _ U c o o o� o E N a` i �o a az �� C: U NO Z H Qi QW n -) o3 zo az U W �F �o o cD o V o. z¢ 8 .0M � L c N > cc 0 .� c M CN .-. Q ( O in W - +, CD �- T M Np .... r N T- O = r M CV COO N o Z z E O IDca �, z @ a E U -j ai Q p JOB NO: 20-8082 SCALE : AS NOTED SHEET NO. 1 CID PM O J 00 0 Q M LN J 00 0 00 I OO Of v YC L IU- N N a L— N v C 17 O v �I .a i CL U ti N 0 v 0 O N 0 N 0 0 z 0 m v N VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES w MEDICINE CABINET o0 OQ OQ p CN co co M co KITCHEN ISLAND 24" TOWEL BAR ON WALL ABOVE TOILET I TOILET PAPER HOLDER rt_- O N FIN. FLR. KITCHEN KITCHEN O W O co MIRROR 4 OWNER'S BATH BATH 2 NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. DOUBLE CURTAIN HEAD RODS ROD z SINGLE TOWEL BAR IN a ROD TUB OR SHWR. TOWEL BAR aw ON BATHROOM WALL SHWR. o VALVES = o 00 C 1 SOAP d- CD 00 o DISH ) ire r in 0 0 O r Ch M 7TOU B BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY OWNER'S BATH O n INTERIOR ELEVATIONS 42" H UPPER CABINETS 36" H UPPER CABINETS — 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT O BRACKET 36" H BASE COUNTER TOP FINISHED CABINETS p 30 H BASE 0 00 a C° 0 2x r >- 'n 00 FRAMING '— C'(.0 1 /2" GYP BOARD — T FIN. FLR. 2x P.T. SHELVING CABINETS - rQ O � M CV ILE PLATE-' ISLAND COUNTER SCALE: 1 /2"=1'-0" � O N N FIN. FLR. CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1/2"=V-0" 1 r Cli (11"'11101111111111 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W v E a ON Q 8 to cep N N# V � N�N 10 u_ ai r0 t` QjMM Q LL u_ LL J a- LL W a a z N C.;0 O o x F 2 O �mr M m usLLW U)�°'°' ��' J o N ¢ z °0 ❑❑❑ W 0� z 04 z o a — N V O 1 T' W � oWo N Tic W L U U 10. c v7 � " ® 0 N M �� o J= w cM M o W E Ztt oo® }� Q z O a H na O E R0 �< a z W° o� a z z N T L woo ¢ .w M '0C o Qx y ro O o� z F ' J 11 Q W fn N Q � < o< � Z z go n0 a �w w� w< >° o �V z a� O 3 L ca n3 cD •� c co C0 M j O .-� m ch a) o T c0 C) � I T CO 0) � E E M z° N z E in E O m E G a O 'i3 W c) � ¢ o a) JOB NO: 20-8082 SCALE : AS NOTED SHEET NO. 2 �00 0000 0 i a -41 Cn S co N O J 00 00 0 H Q HEEL 12 5� 12 �5 F4 T.O.M. __ — — — — — — — — — — — — : HDR HGT. — TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP. ) F. FL. 7-J ---- ----- ------------------- 12 7�5 3 TAB SHINGLES. ROOF F30 INSTALLED AS PER MANUF. — — - — — — SPECIFICATIONS 1' 0" IA—- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -1--- CD EE:IEIJEl El Gill FF J„ El ]`Fp� VLl1 i 1 14'-0" RIDGE VENT 12 5� FRONT ELEVATION - Al 12 ZZ::Z15 15'-0" RIDGE VENT 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS — — — — — — _ T.O.M. ------------------------ HDR HGT. ---------------------------------------- ------------------------ 6" FASCIA (TYP) ol 2'-0" TEXTURED _ O CEMENTICIOUS 00 60 FINISH ON C.M.U. (TYP. ) F.FL. LEFT ELEVATION - Al General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. -Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. .��,,t�ezaaa;altttrtorr�� �W/V Irk CIJ ro o ; ✓����A�/o�OFE�aStO`� O\N To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W 00 E to °°3 NNW v ifl _a Q N - W LL N It 7 u7c -� W a w �mM � a J � a Z M � 0 a: L. O m o Ot ,+'0- N �_ m j N a] W Z (0 (j -J o a 00 N K O M U Z N F- J °" ❑❑❑ W z N M O NMI v cl- 13 to N M z ca u- o 4-1 .O cn w m W In un O c %n U w o F- J E f6 QV L V O N N m 0 sm C �w M M z o z L.L. E Q � O z a uj z o � � �® a= E X O U a 0 O O C � z ¢� a z L . (a - y U �o � mO OZ z J N �� w Oo3 > ZZ Z O N o av z W Qo dLL �� ao x3 }o .5 w aF 'S cc W cc •� c ca CO M i� 0 in T co CVO LO (0 M rn LO r M ca E (D N ca Q U -1 Q p � JOB NO : 20-8082 SCALE : AS NOTED SHEET NO. 3.1 0 ao T_n M_ - 1'-0" � - 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 12 5� 15'-0" RIDGE VENT 12 4' OFFRIDGE VENT EXTENDED OVERHANG TO BE CENTERED ON DOOR 12 �5 REAR ELEVATION - Al 14'-0" RIDGE VENT SCALE: 1 /4"=1'-0" 12 �5 T.O.M. HDR HGT. -- 0— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -------------------------- TEXTURED CEMENTICIOUS � TEXTURED FINISH ON C.M.U. CE FINISH ON C.M.U.2 0 (NP) FINISH ON C.M. (TYP. ) F.FL. — RIGHT ELEVATION - Al SCALE: 1/4"=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES, Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. Al Lath and lath attachments shall be of corrosion -resistant materials, Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. s`N`\\\\\1111i6iidd►d1i�1� Jagowtv 12 d .; r ESS10N;\ I'll tll li ll'�!!\1 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. M W Q EE W S to N 4k V V N N N N J W N a a U. J a u MM W 4 d m J LL LL Z F6C:v 0 o L°o =m0 j'(6N� CoW og�rn ¢ m a ILQ: Z IL Co NZ (if0 Cl)Z V Z N CJ ❑❑❑ W V M a�- Z N M O Z O Q J n � o lL , 1 T Cn W C)N t0 v 0 IN v J LU g � w t U a W � J OERig L U p.., aI Milk U CD N 0 OQD M I w z co4 o W E Zo 2a 0 �� Z® o E ° U a� 0° 0 & N It �z wg �g ww w a? C Y U mo Z' J w zZ N L 3 F og Q ago nw O Jz w W � o o a� v za °3 =M 0 =�/ to cr_ L m m 0 t° M n, m U CD W N T— co NO . � = 04 r I tor CO M N c') o Z z E (D E �; ca a v o ' ¢ o 0) -1 JOB NO: 20-8082 SCALE : AS NOTED SHEET NO. 3.2 A r N ' 2" 2" *NOTE: VARIES 1'-10" 12" CAP _ CAP iv 1" iv FOAM TO BE USED 1" RADIUS ONLY WHEN 3 1/2" RADIUS 1/2 RADIUS rM REQUIRED BY riN COMMUNITY 3/4" RADIUS a 4' M,r N oo = SPECS. IF NOT, ����� N MIS CO DETAIL TO BE 1" 2" OPENING VARIES 2" �2 BUILT W/ STUCCO. 1/2" RADIUS 1" 1" CV EDGE OF 1" 4" VARIES rIN 1'-0" 1" OPENING T VARIES 1'-4" 0 21 VARIES 2 1. 1'"4" 1 M 12 VARIES " -N 1 1/2" RADIUS Al 41" 2" 4 2 1/2" RADIUS 34 4 � r cil7 __ Mla .-� V- VARIES 12' 32 11" 32 N (0 �T� 1" 1° 1" BASE BASE rIN 3' 2 2 Mra 1, 4" 3 11. O • N 4" N ,-N 1 1 n O 2 *NOTE: VARIES 8" 2" FOAM TO BE USED 3„ ONLY WHEN REQUIRED BY 1'-6" COMMUNITY _ 1" SPECS. IF NOT, 1" OPENING VARIES DETAIL TO BE 2' BUILT W/ STUCCO. 24' • EDGE NG { „ OPENING • ro 1-1/2" THICK 1-1/2" THICK. To the best of the Engineer's knowledge, information and belief, 3 the structural plans and specifications contained within these drawings orida N Residential 6th iEditi n. Engineersy with the 2017 signature Building 'and Code eal is only for x 4" 10" N 10" 6" Engineer's signature and seal. :ZEthe structural engineering portions of the drawing pages bearing 21 ° N �) w v Q pp > O to O co ��� cn J W C �} �} y N co co N W W CJ Y T r b`r "IV fA N r a LL� d e = r a a W LL Z d Of C) NAM Z j6�v m� 4 fn W ogres mom¢ r m _ O +• 3 rr9 m O RM CO C14 1„ 2. N W W_ 05 rn m ¢ a 2 N 2 4. 3" 2. rM Z co N 0¢ o iff N M Q U e% MA a OU ❑❑❑ x IL Q 1-1/2" THICK 3,,, cD 21 2 z N 4 m o z o 2'-4" 52 1'-5" 7 -- a pi M 54 1-4' 3 (D 0 O � IN +"VN — L.L C1 o o a" 1" 1z" VARIES VARIES O ,,, g °I N j 2aT W = 21� w m 2' e— J E CD o M VARIES VARIES c ®0 Lo • y Q No C 1 0 4" 8" 1 ��- o 3 32' 4F co o 3 Q 3„ 6" 4" KEYSTONE F11 0 KEYSTONE F11 00 LL o r--------- �h a aR Z cV (V iV �'�' ,, OPTIONAL T OPTIONAL Q Eo w ca cD ' R , Q^ 1, 41 N N 311 ~o a g g o io � 6 2 a 0 w� �w ' 4" GARAGE DR. OPENING 4" 3 a ' 4" WINDOWOPENING 4" a' °T" <g mo z , NOTE: N s > z c • INSTALL OVER STONE, TYP. cn < ' Z Z VARIES y • . • • FIN. TO HAVE TRADITIONAL Q o � Nu LOOK & SMOOTH FINISH ' • FOAM/ EPS MATERIAL IS 5 ACCEPTED w� xo E O V zI¢ 0U 3 NOTE: • FIN. TO HAVE TRADITIONAL LOOK & 1 s 1 1 2'-1" 1'-4" o CO SMOOTH FINISH 14 1'"64" .4 12 Lh i 2" • FOAM/ EPS MATERIAL IS ACCEPTED 52' 1'-12 5a' > , L 3'-8" 7" N ^, 1, _ \ U 101,1 -4 101, oo N N N Q C O c 1" N W m I� N CD N co = N o d coo j c� E ro a N z m oz EO a c 0? 9 IT 0 o c E a U ¢ p \ 1. '470„ JOB NO: 20-8082 11 1„ � 2 SCALE : AS NOTED O CV �N 1" GENERAL NOTES: SHEET NO. - • POLYCOAT (HARD COAT) cn • 1.5 LBS DENSITY STYROFOAM F 1 m � ACRYLIC SAND FINISH 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 10 #14 copper to lights & outlets 1 200 01 #12 copper to 20 amp ckts 00 AMP 10 #10-2 copper to WH 10 #10-3 copper to Dryer METER 2/0 or 410 SER Alu 200 amp 150 amp POWER CO. FEED---_ INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94 4 Bare Cu Ground 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). In a Flood Zone, all electrical equipment to be at or above DFE. kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 44" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC. 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2014 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET FqF DUPLEX OUTLET ABOVE COUNTER WP WEATHERPROOF DUPLEX OUTLET GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET rquo- HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 3 THREE-WAY SWITCH j4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE 1-0 WALL MOUNTED LIGHT FIXTURE © RECESSED LIGHT FIXTURE #PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT J FLUORESCENT LIGHT FIXTURE Q EXHAUST FAN tO EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) H�g PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CO CARBON MONOXIDE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) f a TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) a TELEVISION (OPTIONAL) TV 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ]M ELECTRIC METER a ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G T J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 1] C.M PA I�O �� CAFE OWNER'S SyIITE 1 A / ROUGH -IN FOR / OPT. CLG. FAN/ LIGHT PRE -WIRE / RECEPT. FOR ALARM SYSTEM W.I.C. � I I I I I I I 1 I I I I ` FAMILY RM , ROUGH -IN FOR I i OPT. CLG. FAN/ LIGHT PRE -WIRE I U.C. OUTLET I FOR DW I U.C. OUTLET I I I ' I �' I GFI GFI C—---------- GF r— —1 D.W. I i 1 L — — — J INK / DIS IPENDANT AS PER SPECS `H' _� DEDICATED RECEPTACLE H.B. FOR MICROWAVE RANGE GFI DISC. HOOD PER SPECS Jim VERIFY METER LOCATION WITH BUILDER H. IRRIGATION WVERIFY LOCATION GFI @ 44" A.F.F. ELECTRICAL PANEL I I O I I I I 2 CAR GARAGE I I GFI FOR GAR. DOOM GFI GFI @ 44" A.F.F. I I I h I I I X _ I------------- GFI @ 44" A A.F.F. ! V I ENTRY I i:9wp AGFI I II■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ .r BED • • ■1� i h,I& l� ROUGH -IN • • . ■OW! _ _ ELECTRICAL PLAN - ELEV-Al SCALE: %4"=1'-0" 0 CV 0 N M CV 0 To the best of theEngineer'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. U Q Q 4ppE U to 00pp m N# v o Wto Nm .3 to 10u_ 1* J W Q Z c:: JLL� �O N W LU aD_ 0 o W o �mo U0 IL Z N ch < U 0 Z N M O Z OO Z o d J — a QU) v N z 0 Q) 0 LL N f6 w U 0 W g Ln C__ 04 �N � U W �� I L Q N ®0 sm co � w m o Z Z oa E wo >o °W U 4 K N¢o K O O 0 Ww f° C QZ SSE S U Nm rfl0 Z Z(n QZ �z N Q � o� g° a mw LU �o 0" r� =� o z ¢S2 X0 yo a x co o¢ Z6 °r Uri �M 0 = CC @ W m 0 •� c CO t° M CN .-. Q U 0 CL U W m t\ Z N T. T! co o C� It = CV r M TLO M w CV cY) o Z Z E C ll U J Q cri C a) J JOB NO: 20-8082 SCALE : AS NOTED SHEET NO. 4 ATTIC VENTILATION CALCULATIONS - Al (TRA) ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev ) required needed required soffit by upper needed ventilators Main 29.00000 1.000000 Floor 2373 2278 325 1139 81 570 0 573.0 435.0 138.0 (Zone 1) **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. 1� ROOF PLAN - ELEV-Al SCALE: %4"=1 r-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. 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 11300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. "CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SQ. FT. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. a cl C115 C'V 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. � ,0/ ey pp U N N ® O) to J xk 0) rf7 C� r- a LLl u- _ d u Q c: U_i� W L a a it Z_ 0 mc� p�lO— _ �00 j �}NC_P X 0 0 m m N�°jO' p o4 Z aN LLW 00 Z � ao� MQ UO� °" Z ❑ I W M N M o g Z C, 10 ¢ v h M Z a v � D o - cn u, 02 U O w o � � w �V) U u-r r— L 8 U O V� CDCD N Q N rn 4m, 4 O w M M ¢ zo z Q E Z O DO N QR �- 20 Z oa c� t_ rO O E X U a� so � V ¢� N ao o ¢Cn d L fa z oU �� O ZLL 6w Men ONE O oa W LL 30 a N W H O W w LD K= a x CO V F z°d O0 yM � ca ca c° (0 C10 04 i� C) CL m Cfl 1 � o r to O 2 r (.0 CO ;Z E N C,)z6 cc Z :3 C)m y m ii E ci a o °i JOB NO: 20-8082 SCALE : AS NOTED SHEET NO. 5 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 65-0" WWF PLACED IN 1/8" SAWCUTx 1/4 SLAB 55'-10" 8'-6" UPPER 1/3 OF SLAB THICKNESS WHERE OR FtBERMESH SHOWN ON 5'-7$" 6'4g" 6'-0" 6'-0" 6'-0" 6'-0" 6-0" 5'-23g" T-15" REINF. SEE PLAN. FOUNDATION PLAN LF,TYP @ 1 STORY 3 _p" z w U.N.O. x x L A S3 H.B. 60 ........................................ ° ° BUILDER TO (2) #5 REBAR 4--0" 12'-111 ; W.H. PROVIDE VERTICALS w/ in APPLIANCE FILLED CELL PROTECTION WHEN REQUIRE D I ■ I „ I. PER FBC 35`-4" 20'-6" 3-1/2" MIN 3000 PSI CONC. Inlet ' ' r N o iv I SLAB FOR HERNANDO '' 10 COUNTY ONLY M S3 I S3 3-1/2" MIN 2500 PSI CONC ' SLAB OVER 6 MIL VISQUEEN Z-7a " 4'-9" 4'-10" VAPOR BARRIER EDGE OF SLAB 2" - A. ■ I CJ I .CJ : I : BEYOND WALL CJ I 9 rn c? UIT 5'-3" V-10"1, 3'-6" C1 M O I N I a� (2) #5 REBAR VERTICALS w/ in II ih FILLED CELL 2'-6"x2-6X1'-0 FTG G _ _ _ _ _ W/ (3) #5 E.W. S3 3 -5" SLOPE - E 71 11, 2'-6" x 2'-6" x V-0" (2) #5 REBAR IVERTICALS I w/ in W/ (3) #5'S E.W. AV- TYP @ 1 STORY A >AHU CN : ici I S3 S3 FILLED CELLU.N.O. 00 � �.... .......... .. .............. 44�4' b 26-10tzs i 9 5 s — — — — — — - — 2'-6"x2'-6"X1'-O" FTG W/ (31 45 E.W. I -4" I L (2) #5 REBAR INDICATES FILLED CELL w/ 3000 PSI i / I PROVIDE %2' x 9" Lol CONC. GROUT FROM FT. TO BEAM RECESS FOR FRT. POOR SLOPE I I S3 VERTICALS w/ in W/ 1 #5 REBAR VERT ABOVE SLAB i () HVAC CHASE TOP OF CONC./ PAVER T BE 4" 4'-0" WN '- 4'-4' 4 6" FILLED CELL TYP @ ALL PLACES SHOWN BASED ON 0'-0" BELOW FIN. FLR. • • : ■ ■ ■ ■ HOOKED FTG. DOWELS 5" EMBED I i i LOCATION I .....::::::::::::::::::::::::::::: • ::::: W/ 25" EXT. ABOVE SLAB "GRADE 40 i i „ :::: ; ::: STEEL" ii� -------'---� 4'-0" 16'-10" •12'-10" b '" 10'-104 STEPS AS I l i PROVIDE 1 /2' RECESS `t REQUIRED PER FIELD I FOR SGD. REFER TO KITCHEN ISLAND : MASON'S SLOPE FOR OPT. " " " " " " " " " " " " LOW WALLS ic�:- " " ' " " ' I CONDITIONS � ; WIDTH i CJ r- - _J__ CJ- CJ REF. :. , • CJI ■ ■ - - - _ - - - - - - - - - r — — _ _ / ice_-_- _---- - -- :: - I I TYP @1 I I CHASE TO ISLAND I D.W. �a j;; :. t I lit STORY U.N.O. q O0 I %�/ L� J- I :: :: {II M in S3 It in in -- -- I :: I SINK / DISP 1 3 1 /2" L_ 16'-0" 2'-9g" 6'-10" ..... I t 1 0 -10' I ■ CI It v , t co t 4 ;t I I :: ;; : o J ■ ■ ■ ■ ■ ■ ■ H.B+ 1_pn 5-4" 1'4811 31 5'-0" TYP @ 1 STORY U.N.O. A S3 -101, .e 2'-1Oh" 1 5-11 :$& 5'-4" FOUNDATION PLAN MONO - ELEV-Al SCALE: %4'=V-0" CONTROL JOINT DETAIL SCALE. 3/4 = 1 -0 -#5 CONTINUOUS REINF. SEE FIND. FOR QUANTITY -#5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. "Alternate: The reinf. bars shall be cont. around corner by cold bending the bar w/ min, bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" .•br•6 'fT.ld ••!!bY l� f���r�j�d�tl3tttxkW 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. 0 ip 1" Q p00 q p N 1-0# o U N cq V 0 (O J N c n N y N W au- U- a Q QjMM LU a. z �. CE 0 taao m O NCO LO ��6j6' -j o a Z ILW Cl) C0 Cl)Q U J Z N OU ❑El❑ W V M � z N th z CC' z o d J13 U M Z C1 �-1 C9 0 4-1 DO ) V �f6 LI-1 S y �U) U LL, t— L U i z� U o c 10 � ¢ N m _o w MIn M p � ZZZ Q U- o� E o 1 z® oa E n� 70 O¢ Na I- p wO o ¢ hz W z ru U j C C ❑ 0¢ Net m O Z"z -j < z en U 3 0 ao go �w Cj m� �k =3 C, w Mj c0 ~O¢ Z¢ a O~ US E2 L m • c Cfl M lie CN N O o U C� m N s— co p M N M iri Z c z Eca O FL E U -j Q p or JOB NO: 20-8082 SCALE : AS NOTED SHEET NO. 6 R N% UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. 0 CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 -10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 112" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 1 400 320 8-8d RT3 345 3" 8 - 8d x 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1625 1400 10 -10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2"& 8-10d H HTT4 3610 3105 5l8" ANCH. 1(18) 1 0dx1 -1 /2 HTT4 4215 5/8" ANCH. /(18)10d x1-1/2 J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L HD5B * 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5350 --- 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 10140 -- 4 - 7/8" DIA. BOLTS N LUS26 1165/1060 ** 1005/915 ** 8 -10d x 3" JUS26 1000/1080** --- 8-10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 -- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 990 860 14 - 10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 990 860 14 - 10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V LGT2 2030 1750 (16)16d SINKERS & (7) 1/4" x 2-14' TITENS LUGT2 1550 1550 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 1 555 1 535 10 - 10d SPT22 735 8 - 10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 590 555 1 12-10d x 1 1/2" HHCP2 680 570 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 10-17-19 LOADS -- ROOF = L 1360 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 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (6) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER SEE SHEET D-1 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-Al SCALE: %4"=1'-0" r BY • %AJ°F i ri �\ t, rPt' had` ell F(baril@@?�°�°�����` 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. fA W go d E 00 48 N� N o N N it u)T J W �r "LL -ja a�mcNn w LU LL J LL a 0: Z L� oo Z ILW ��pjO' p (L M N O< 0 M Lr)N M Z U W V M ! z N (7 0 z o d J M Cz C7 0 }, LU � 0 LIJ f>3 C) w � r-- J � 8 _� L y Q 0 0 N m r� � M � W Z co 09 q a Lj- E z O LL F0 > O aN z® oa W �O UO F- O XU �U Oz C o O <o ¢o i �W L U3 C _ 0 Y U h m0 Z J m ¢ ° Q W �z h 3 O zo U a U ao �z �3 O J W �r LD dI IIIIIIII� eh > d- L m CU CU 0 •� c c CO M J C) U CO m U) N r = p .� N r� T M E N c� z W z =3 E Q E N CU 0 U J Q J JOB NO: 20-8082 SCALE : AS NOTED SHEET N0. 7 71 O O 8F8-1 B/1 T O GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8_ Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load �� ■ O Safe vertical load Safe horizontal load GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS ;4k,' ;4L. . O O 8F8-0B/1T 8RF6-0B/1T j. © © O O O O O O O O 8RF14-16/1T 8RF14-OB/1T 8F16-0B/1T 8F16-1B/1T 8F20-0B/1 T 8F441B/1T8F401B/1T 8RF40OB/1T 8F321B/lT FORM & GROUT SOLID IT i O LLI 0 #5 BAR CONT. 8F12-1B/1T O "V" LINTELDETAIL SCALE = N.T.S. TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 8F16- B/1T U Q th tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL — HEIGHT MATERIALS c� precasti linters = 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 wl 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. #SREBAR MIN. ATTOP (1) R11 EQ'D CLEAR ALTERNATE POWERS STEEL LINTEL ° d O d ` ° M.U. #5 REBAR AT TOP Q o D e d a MIN. (1) REQ'D 1-1/2" CLEAR C d d ° c GROUT J Q L d c ° a C.M.U. 5 REBAR AT 4 - O BOTTOM OF a ai z w O c LINTEL CAVITY w cn o uj OTTOM o it ci F- REINFORCING PROVIDED IN LINTEL � Q C7 - ¢ Z -` p w G 60 Q N D D �. <o #5 REBAR AT BOTTON AS INDICATED 7-5/8"ACTUAL NOMINAL WIDTH (VARIES) u~i u5 a d <1 Q 16 GAUGE POWERS STEEL BOXED LINTEL 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) 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 OF O 4'-6" LL 4'-6" LL O 5'-10" LL LINTEL PLAN — ELEV—Al SCALE: %4"=V-0" iA��i 1{{S9��'e �Fyi"�e)t �• ^ U, R L N CN "•. F L �•' rt�ifft�tt?tE�`°� 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. W v EE o pi p ej 0 W � # o `� N N m O O) y J ®p 3 Lu LL J d V/ rn f� LL y Q �mCN w � a LL a Z Z O m crna O 0: H Leo W m O o,0 mom¢ o' Q {{� u) °i o a Z Co Nd N co Z 00 LLW V J ZZ o ❑❑❑ CD M Q Z N M 0 0 Z o Q v' a � E3 Z �C1 W/6^±'15 (D o LL �c'o w � U O w o �y N V)Ln (� r� U) U c i W J — E m 8 ai U o i� 2 0 .4 O CDCo co W o z LL (6E =o oo® >o E Fa � 000 IT r6 '0 o¢ ° 0, CO L °do ¢o wz r� (� (n C - C IS m� O o � d 'm N Ow O �O O fl_ w Q W A w �3 01 0 C0 z¢ ao 3 ^1 m W m 0 ■� C co C0 J 00—N N C C) � � o � T too CD (� T O LO T i C0LO con T� � z Z E N a E 0 a U _j Q p c c JOB NO: 20-8082 SCALE : AS NOTED SHEET NO. 8 N N Q M 0 J N N 0 0 0 a N 0 L0 " v Q z o� co m c 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 CHRO ATED COPPER ARSENATE (CCA-C) WILL N LONGER BPRODUCEDRESIDENTIAL M (C ) 0E FOR 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: ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5TMS 402-16 & ACI 530.1-13, ASCE 6/EMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 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. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ed. (2017) AND FLORIDA BUILDING CODE 6th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS RE TO BE SIGNED AND SEALED BY A 0 S GSA 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. 2.15. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2,2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.12 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ed. (2017), AND CONDUCTED BASED ON A140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4.1. 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 0 BE APPROVED THE BAR AND ARE 0 F T BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2, C-I-P CONCRETE NOT EXPOSED: 1 1 y„ GROUT FILLED MASONRY: 4. 1. 7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4. 2, CONCRETE: 4.2.1. CONCRETE TYPE MIN, 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 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 @ CONTRACTORS DISCRETION, 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. 4. 3. 5• METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16�" STRUCTURAL 1U.N.O. S S C ,UN 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4, 5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4,4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36136M 05Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS' GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS U.N.O. ALTERNATES TO " " BOLTS A J OL S RE NOTED ON PLANS: 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT, 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv = 285 PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4. 7. 2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN, 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ed. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION- CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems includingg aN risers and spray heads shall not be installed within 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R 13318.1.1 - 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 ofsoilafter the initial treatment. 8, FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfa II occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5- e�ncrete overpov and mortar along the foundation perimeter must be removed be ore exterior soif 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 before be issued. pest control company a certificate of occupancy will The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF END ZONE) # END ZONE IS ONLY WITHIN T-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V = 140 MPH) TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE, FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE /8 . THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS SWITCHES,L ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. \.1����� ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. ° G �10 � iz � d SA � I€ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W IpA°E a N N ilk q Uj v N Ill,m 5- u7 � (b "O LL J LLI Mi N ri) r- 6M M LL J d LLI a. v1 0 Z m e o O W O (n 2ca o" CO m p a Z LLW , o N Z N co R 0 V z Q ° � J oo❑ W M m Z N M o a� E3 N N M Z LL CD Q) LL C n Lu OLug Q) L/) N � G w =) co fats Lu `o �- - E V o °yam Q No III o w M M z o z < uzo a E Q 0 E V >o on H o �a �° oo¢ p E N Y U N o - z Cn iU N cn m ¢ ° on Q W z NON;_ LL o a �w o w1. >_ oo FP' z¢ o� =M 0 Z iu E2 \ / m CD .� C co M � m L) t9 L to v O qj- T� 04 (6 Qi T O Ir- E z c E O E � ui m c a U J Q J JOB NO: 20-8082 SCALE : AS NOTED SHEET NO. SN a C a� -v S 0 O 00 00 O Q 10'-0" TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE O O O 5'-0" Q - 0 STUB -OUT FOR 9 0 0 GAS METER O o 'n NT U C O CV = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-Y (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. 1I T-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE 15/32" CDX PLYWOOD OR 7/16" OSB + + + k + + -1 4- — + - + 4- 4- 4- RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0,113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED, 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + 6'-0" + 6'-0" +++ +++ + + + + + + + + +++ +++ Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 518" or 314" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 518" or 314" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2x _ + 5/8" or 3/4" wood panel 902.0 2x lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap t 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack h=20 b► k d *Non -stacking walls over squas oc s an wall or beam below.* require additional consideration. Check local building code for appropriate details in areas=20 of high / lateral load. Squash block / (2x4 minimum) �J Bearing wall, Versa -Lam LVL or Glulam Beam One 10d box or-20 sinker nail each side at bearing. FILL CELL STD. 90° HOOK BOND BEAM cn w IX > STD.90° CONT. #5 I HOOK BAR BOND BEAM STEP CONT. #5 BAR — #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. Small 2" min. 2" gap max. � 4 max. 4 Clinch nails when possible Tight fit I L 2x4/Plywood/OSB web stiffener required when indicated or Hangers with side nailing. Hangers with sides not containing top flange of joist. Birdsmouth cuts. Under 2nd floor column wl loads higher than 15001b. BLOCKING PANEL, INTERIOR Boise Joist Blocking Vertical load transfer =1900 plf max. along bearing wall Use 3" (10d) nails at 6" o.c. Required on interior walls : - for vertical load transfer Load bearing walls when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* 1-When joists meet over wall, provide 1 3/4" minimum bearing for each. �/ Provide adequate bearing for each lapped joist. Use 1 nails at -"tack for all joist blockinngg ppaanel *Non -stacking wafts 10d nails SECTION @ INT. BRG-. WALL require additional consideration.— N.T.S. NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges 6,A 1Y2" ROUND HOLE MAY 6" 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN %" 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 1Yz" NOTES: 1, JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2, TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1%" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. Web Stiffener Fastener Schedule Joist Bearing Location Series Depth End Intermediate ® BC15000s 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d - BCI 6000s® BCI6500s® 9-1/2" 11-718" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60e 11-7/8" 2-8d 3-8d 14" 2-8d I 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d W 5-16d 5-16d 16" 6-16d 6-16d 2" min. 4" max. WEB STIFFENER N.T.S. SIMPSC w/(22) NAILS 1 5/8"0 THRU BOLT SIMPSC w/ (22) NAILS 1 R TRUSS 'OP PLATE A! 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 It Joist I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Jc Backer block (12" wide min.) Nail with 10-10d nails. ',----.Install tight to top flange. \ - Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1l4"-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 % p depth I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM' SEE PLAN FOR °• • .. e . FOUNDATION INFO ° G STEM FOUNDATION GRADE A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION REINF. SEE PLAN (2) #5 REBAR TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. :�® LOCATION OF SECOND H10A SIMPSON H10A ° ° (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0"— CENETERED @ PIPE PENETRATION N A /r_PVC OR SCH40 SLEEVE PLUMBING LU BIND LINE d L d �g 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 7 d ev G lg--I I I1-11-1 I III I ° IIF III SEE FND. PLN. SIZE & REINF. @ q�Fti9iIIifile PV U Asap — ae F L. i�tYftlt�lt To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W � f. AAM Q , o, E co riip o "r 8 N # U O U) J N � C: Co u- W N J# to 0 7 Ln W Cn r a lL J l M M 4j Qj � W N LL W d a Z �� 0WMM cg :° o X m 0 N m Z LL LL 00 LO N Z ❑ co cn U Z N U ❑�❑ W Z N rl o g z Eo z J LU to — N M zC1(V t9 0 U- LU 4C+ U Q 0 U1 to Lj-, o c w _ i U LU F— — E 8 I =I- U e, n ¢ N W ° sm o M w Z co4 z L E =o �� rw-'z >o ¢s z® oa t � f6 X 0 � 0 a� O E N � oa ai 40 Q dz Wa2 � L Cl)C O y m 0 O >� J am ° 1z rn a 3 sZ g 11 Z g° a y w U ao J_ o �a w �M Mo z-1% o 3 E2 W m \ • c f° CO M J N 0 in U Q0 i- n T t0 O = C`1 "t r LO r ai 2 C4 CO � M LO r M N i6 o Z Z E 10 a m E o U J 'aa m Q ❑ (D J JOB NO: 20-8082 SCALE : AS NOTED SHEET NO. SN 1 FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP.) VARIES / �' 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE (OR 5/8" 1 GYP. TYPE X @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS I INSULATION PER —J CHART ON FLOOR PLAN / 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL V (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. < 8'-6", (2) @i 6" O.C. Wf (2) ROWS 2x BLOCKING @ 3rd FITS 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" O/C & @ 6" MAX FROM END OF 2 x PLATE E (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH > 4:12 IP , (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT _ U I=III= m . • , ° p FOR ROOF PITCH 4:12 OR LESS. I �I I I I_ I I I I III —I I��-� PRE ENGINEERED WOOD —I II I_,I I ,III I FE —I TRUSS @ 24" O.C. U.N.O. rl III I _I I �I I 1=III 11=I HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ 8„ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rG G NAILING SCHEDULE ON SHT. SEE TYP, WALL SECTION St FOR ADDITIONAL SLAB SCALE: 3/4"=1'-0" S3 ELEV. VARIES INFORMATION. ALUMINUM DRIP EDGE 7VIF *'F -7/�r 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2"HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR 5/" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR 5/° GYP. TYPE @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH 8"x8"xl6" NOMINAL BLOCK WITH STUD BELOW TOP PLATE STUD BELOW 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ (1) ROW 2x BLOCKING @ MID HGT. FOR EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS 2"x3/16" PLATE WASHER (TYP.) WALL-HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6", (ALT: 1/2"x12" TITEN HD @ 24" @ 3rd FITS FOR WALL HGT. > 8'-6". SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) 3/8" MORTAR BETWEEN EDGES, AND @ 12" O,C. @ FIELD "SIMILAR AT FOUNDATION ONLY" SLAB & BLOCK 5/8"° x 10" "J"BOLT @ 24" O.0W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS . 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND co (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T, BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE :IF I ---- Irl — & ELEV. 0'-0° OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL x 6 W1.4 x W1,4 ATTACHMENTS -T— 211 6 x 6 W1.4 x W1.4 A.F.F. O.C.) 211 d ° d WWF OR FIBERMESH ;WWF OR FIBERMESH ° 31/2"MIN. 131/2"MIN. d a ELEV, 4-3 1/2" Z A.F.F. 0 2x4 CONT ° , 1�1 1•11 . ° °� _ LL _ ,1 1 i 11 11 d d ° a d A o _ 4 n ° �_TI=1Ji , 1 3 1/2 (min.)- 4' u ° ° I I1=) I1/2 (min.)- 4 I ° - � I � 59. d - - d °. N •. —" —III—� � 11 11� ° •. � — ° a ° ° a d 31/2"(min.)- 4" III=III I I I I T rlI I 3 v2 (mm,) - 4 �I-1 I I_ II 11=1 I III I - GARAGE DEPTH VARIES _I d ° ° g -1 I I I 1=11=I I— 1-1 1=1 11=1 I ITI III 11=' (2) #5 CONT. 4" 11.' " r� 81 (2) #5 CONT. 41, 1 r rr 1118,1 U.N.O. MIN. U.N.O. MIN. GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP P SHEARWALL C TYPICAL BEARING WALL @ STEP CC SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 ALUMINUM FASCIA 1/2" OR 7116" OSB MIN, PLYWOOD SHEATHING 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C N.O. 2x S.P.F. STUDS@ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD, EE SOFFIT 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C \ 10 M �M�o s SHEET LOAD BEARING OR INSULATION PER FBC AND ENERGYcoN� O @ \\\ 1 ROW 2x BLOCKING MID HGT. EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT NOTE: 7 FOR WALL HGT. <_ 8'-6". (2) ROWS 8"x8"X16" KNOCK -OUT 2 ROWS OF 2x BLOCKING THIRD POINTS APPLICATION SEE SECTION C/S3 FOR 2x BLOCKING @ 3rd FITS FOR BLOCK W/ 1#5 CONT. 1 x P.T. STUD O �° FILLED SOLID W/GROUT _ 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION WALL HGT. > 8 -6 . SEE CC1S3 OR N #5 VERT. IN FILLED CELL LAYERS W/TOTAL THICKNESS 7/$" OVER 1/2" GYP. WB (MIN.) @ GARAGE G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. 8" C.M.U. TYPICAL 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" (10)10d NAILS /- BOLT INFO. 3RD LAYER 1/8 THICK. K.O. BLOCK 5/8"DIA. EXPANSION BOLT 24 " O.C. (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 2x P.T. PLATE @ TYPE "S" MORTAR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD W/ 7" EMBEDMENT (MIN. SHEAR 6 1/4 x31/4 TAPCONS MIN. 2500 PSI CONCRETE SLAB W/ 3500# MIN. TENSION 2600# _ SIMPSON SP1 O 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR ) I_ * SPACED EVENLY 2X PT PLATE #5 REINFORCING BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 w/ (10) 10d NAILS - FIBERMESH WEEP SCREED INSTALLED BAR END OF 2" x PLATE WWF OR FIBERMESH r TYP. `�' 2x P.T. PLATE ARCHITECTURAL T PER MFR INSTRUCTIONS o o `� ' FINISH ASSUMED FINISHED #3 OR #4 REINFORCING BAR ° ° u GRADE 40 MIN Fy= 40ksi X :3 1x2 PT WD FURRING @ 24" O.C.-/ GRADE �, s P ' ° - z 93 & #4 LAP SPLICE =1 I I=1 I I=11I m . I =1(1=� 1-1 I �_ JFINISH GRADE CO [GRADE 60 MIN. Fy= 60ksi] a — p T (1) #5 VERT, IN FILL MONO OR STEMWALL ° Z �' 25" MIN. LAP [30"MIN. LAP] �- 1/2" GYPSUM WALLBOARD —, i 1= � ' 1—I111=� I 1=� ° • III 11= -j 1=1 III —I I - W CELLS (SEE FOOTING MONO SHOWN — — — — _ — I— — — R 1 7/811 �' i 1=_I I —III=III=III I (=T I I=III= U.N.O. > D °° oo p D p oo w FOUNDATION PLAN FOR CLARITY ° D 6 MIL VAPOR BARRIER I I p I —I 11=III I I =_ T FOR LOCATIONS) p ° o _ _ _ _ _ I I I III I�—I I I-1 #5 REINFORCING BAR -111=I 11=III—III=III=� i _ 1x4 P.T. BASE NAILER ° ° III=III—III=III—III = z , o : I I-1 ff—ITI 111=I I I' r #5 LAP SPLICE (2) #5 CONT. 4"x4" INSPECTION D° (= I I —III —III—) III f 1 i • III=�=III=�=�1 ON 3"CHAIRS NOTE: g III —I 1—III—I I I_I III— I LI I I= III=1�1--I I 36" MIN. LAP [36" MIN. LAP] , 31/4" BASEBOARD PORT AT EACH *FOR BEARING WALL _I r COMP, SOIL. (COMPACTED TO —I I °i.L_ _ _ (TYP) 8 1-4 8 FILLED CELL TYPICAL I-III-1=III=III=I 1 95%MODIFIED PROCTOR ASTM I �— I=1�=1 I (_) I I= I 1=1(=III=.I I' 10" W/ UPLIFT ONLY _ _ i MIN. 2500 PSI CONC. SLAB _ _ _ _ _ _ _ I I I ( III—III=1 I I=� jj I1— co AT GARAGE CONTRACTOR 1=1 11=III=I I_I I =111=III I l l I I I=III=III=1 11=1 11=1 —1 II —I D1557) I—r 1 r—,,—r r r r r r 7= r MIN PSI MAY VARY PER cn =1 I I —III—) 1 I 1=III-1 I ( (I I II III=III=III III—) I —III i 1— 4" 1'-4.1 #6 REINFORCING BAR #5 STD. 90 HCYOK MUNICIPALITY. TO CUT BLOCK OR POUR I —I I-1I L-I L I I II III—TI—I i I-iTi-1 I h I I- #6 LAP SPLICE TYPICAL INTERIOR BEARING CURB DUE TO SLOPE CONCRETE SLABW/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS F WALL W/UPLIFT G W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" BELOW GRADE S3 SLAB INFORMATION. 1 _III—L—I ° 00 i 6x6W1.4xW1.4 o ° �I — z 00 31/2" WWF OR FIBERMESH 6 MIL VAPOR _ f _ — - min.) 4 BARRIER D Q I IIII .1 p =I 1> • 1= N _ ° a • GRADE COMP. SOIL. ° '- (COMPACTED TO 95% I i I I I I TIIf� Im MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. ON #5 REBAR TYP. 1'-4" (1 STORY) STD. 90 NOOK (SEE O,O CHAIRS TYP. 4" V-8" (2 STORY) DETAIL U.NO. ) TYPICAL WALL SECTION rA SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS O.H.D. RECESS � z M • �—I i I I I1=-111=1 I I .' '•.: ' • .::' Q . III-1 I I- �I 1 � , ,. " — - .. .. 4 ao �I• '~ • I—�- SEE A/S3 OR J/S6 1-1I I III III_ I I� r �I I1= FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 00 _ -0) #5 REBAR w/ OPT. t=SCREEN ENCLOSURE ' 1 1 III 1 1 1_I 1 1 f-tl, � ,1 • 14NII11TII- MIN. �'`' TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13 O.H.D. RECESS Ed CV ' Cl) r s . ,—, I I ,LJ�I III; :,: �,• `a.y' • .. Q • III—� I � I I -I4i1 : ;T — - I I 00 ". SEE A/S3 OR J/S6 =1 11 1111 ,111, , I I; . IF FOR REINF, INFO. 3" MIN. CLEARANCE V-4" (1 STC RY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION, SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 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. SEE PLAN FOR CONNECTION INFO - ° TOP OF BEAM & LAYOUT DESIGN SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL A. c = — v ° a ° -r z — IG.1 1_1 " BEAM SIZE & T CONNECTION INFO ° 8 P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0'-0" 0 CONT. BEAD SEAL4 INTERIOR v a e a. -31- /�" 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 '<A a M 6 MIL VAPOR = — �`- BARRIER M j 1 • ' • . •. —III- i 2x4 #2 SYP P.T. FRAMING w/ —III , 111 I I -I I ,_ I I J MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 �r ill— 8" z ATTACHED PER NAILING FOR REINF. INFO, SCHEDULE OPTION #1 w t ¢ SEE TYP. WALL SECTION FOR ADDITIONAL j w 6x6 P.T. #2 SYP SLAB INFORMATION o W ABU66 SLAB STEP & RECESS S.G.D. rM SCALE:3/4"=1'-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"0" 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 .- WI DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD , , d INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. `=.' ' 11 ON FLOOR PLAN SIZE VARIES PER PLAN M CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS 00 9GRAD a , FILLED SOLID (SEE PLAN FOR = — __ = a a 6 x 6 W1.4 x W1.4 N SIZE AND REINFORCEMENT) c� —I I— ° ° •= = I= =1' 1 r WWF OR FIBERMESH r co M Z w i= n_ u.l I I I-1 —I L—I 1—) — w 111-111 I_ 1=111 —III- z BRICK PAVERS or SLAB PER 0 o "' _ —11 = =1 • • °• _ —_ _ - z_ ¢ ° _ COMMUNITY SPECS " — — -- — "' 4" 4" INTERIOR WALL SLAB STEP NON-BRG. rK SCALE:3/4"=V-0 S3 -� Ste�! 1 1=1 I_I(—=- FOOTING -� 11 III —I 1=1 I—i 1=1 III=1 I'' (1-T1 1111i-III-111=' BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 �t t ,` f 0 W N `AS E r •N c—v« i To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W �8 to I- d N (p oD � N ik 0 LL �- "L� ��W u '02 M W N aLu u- Z 13 MU-a �0, 00 O W F �m ° m �'a �N_ -jo z IL IL M( Z 6o JN z °" ❑OD W N M O P Z N¢ iz ¢ � J a E3 N o CC3 L.0 7S OLLJ N g = wsa fC3 I— fn CJ 1.1_I L V i z 0 ¢ N 0 ®® I� I— w Mz M o LL- Q E E �o os � >o Q z® oa Q ca i0 Uo I— C a` 1< b CV I— �z o <z wz CA C 0Y U .0 8111 Z Qz �Z o� go Nz w =3 >° o z< a 00 0 �M = a � m •� c t° CU M J CN (^ i• V `./ 0 o LO M ' r m w � M o z O CIDZ tu a E 0 ¢ o 1 °3 JOB NO: 20-8082 SCALE : AS NOTED SHEET NO. S3 (MONO) (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION—N SCREW OFF CAP 3" DIA DOUBLE 2x TOP PLATE —, ( )� 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3) 12d MIN. EXTENSION FROM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 7 5/8" 8" TONEAILS SPACED EXTERIOR FACE OF BLOCK ❑ EVENLY WALL IS 1 1/2" MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL ❑ FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (1YPj 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 wi (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER '+ STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW 112" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d ua NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT.. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90^ HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) —ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. 7 5/8" 8" 7 5/8" 8"FIT SOLID AREAS ARE STEEL AND GROUT ❑ ❑ ❑ CL TO DRAIN TO OPENING DOOR OPENING IL ❑ ❑EXTERIOR � ❑ WALL CLEAN -OUT (*' A WALL ❑ ❑ ❑ SCALE: N.T.S. S4 ❑Fff ❑ REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/(1)#5 FOR CONCRETE PLACEMENT 7 d a ° d a d a 8" STD. 90 HOOK 8° LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 60" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 1❑ FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4rr FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL O J J \\\\\MN`0\0\\\�T w 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.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR pli MOUNTING BASE DETAIL ° SCALE: N.T.S. a a e a a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 1ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT rD SCALE: N.T.S. SL� SFFp/N�O�v �N 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10dx11/2"AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2X8 WALL) 10d NAILS @ 8" —� O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET 12 (TYP.) SEE ELEV. SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED BOUNDARIES 6" O/C EDGES & 8" BLOCKING O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT LMAIN IN KO BLOCK AT EA. STUD SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT, (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL---- W/ STD. 90° HOOK IN K.O. BLOCK TYPICAL INTERIOR NON- ALT. KNEEWALL ABOVE MASONRY WALL DETAIL E S-, TRUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS 'BLOCKING @ EACH END Lu 2x TOP PLATE \!2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON fOP PSPN516Z w/ (12) 16d NAILS ' TOP 2 ROWS 10d @ 3" O.C. (14 aARAGE SPLICE NAILS TOTAL) EA. SIDE OF IOOR 4&*SPLICE STAGGERED uvvn r nn�.r� W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO, OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'-4' (1) (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" 0/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 1—(2) 2x HEADER SEE PLAN INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 OR r 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 rQ 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 • �10d @ 8" O/C ATTACH ALLQ1__1 EXTERIOR STUDS W/ 4 16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL K"M SCALE: N.T.S. A F= 2240 LBS �+ SIMPSON C C P.T. ATE �uvirwly �r4 SP2 SIMPSON SIMPSON SP1 SIMPSON SP4 10t ST co M. M. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 O Q O G 2X8 P.T. BOTTOM P TE SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON Sp1 SIMPSON SIMPSON SP4 SP4 C 5/8"x10" "J" BOLT @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 SP4 2X TOP PLATE OVERLAPPING NAILS @ 6" %GGERED 3OLTS @ 24" O.C. �X 2X P.T. PLATE BEARING WOOD FRAME WALL � 4 SCALE: N.T.S. 54 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° o ° • HTT4 w/ (18)10d NAILS (3610# SPF) ° o • HTT5 w/ (26)10d NAILS (4670#SPF) o ° • DTT2Z wl (8)1/4" x 1 1/2"SDS (1835#SPF) ° o ° • HDU2-SDS2.5 wl (6)1/4" x 2112"SDS (2215#SPF) ° ° • HDU4-SDS2.5 wl (10} 1/4" x 21/2"SDS (3285#SPF) _ • HDU5-SDS2.5 w/ (14)1/4" x 21/2"SDS (4065# SPF) __-- • HDU8-SDS2.5 w/ (20)114" x 2112"SDS (5665#SPF) • HDU11-SDS2.5 w/ (30)1/4" x 21/2"SDS (6865#SPF) • 518" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT W/ WASHER &NUT o • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT wl WASHER &NUT a • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT wl WASHER &NUT HTT / HDU TENSION TIE N SCALE: NTS (::S4�) ROOF TRUSS ABOVE F 2X BLOCKING 91 -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY 11 K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL / STAGGERED 4 A 10d NAILS @ 6" O.C. STAGGERED TRANSOM FRAMING ❑ o o BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2X8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM a 2X8 P.T. BOTTOM PLATE UU 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 ENTRY R SCALE: N.T.S. S4 A a• � 10 � eL � � iJ `i CO �r To the best of the Enginee ts knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition, Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H � AAM F Q VW E 8 pippp N N 4k WV 0 C NO9 N m T IDJ co LJL 7 W L L a s Z 0 co LL � C) o Q: L°o -g 0.O m Wr°�°'°' N � ¢ o as ZLo z LO N Cl) Z o V 1--J ❑00 W z N M z 0 10 ❑ a o a C1 N N z 0 U o 4--+ f0 v, LLl � U OLU N g � U � E s x i.- iD o rn o M w C"),p z ZZ U- c6 E o � FE z" ❑a IT r6 �¢ D oo o AV C CC:)O E N z �o ao dZ �z wM i coI C Y o O , V- U,a� J Nm<w �m zm N_ Q °off z Z 5Z a NW W o 3� CD Z aF >Z) 0 IIIIIIi �o< a ova C ?co _ M E W �o • c t° Cfl CM J O U t� m _ N r too NO _14 T— T O d- Ln T + M r LO T - c� o z °5 z E O E N m m a U Q p JOB NO : 20-8082 SCALE : AS NOTED SHEET NO. S4 M 2 M 0 00 00 0 i a rn 0 N O SIMPSON HGAM11 W/ (4)1/4"xl 1/2" SDS SCREWS TO BLOCKING & (� 1 /4"X2 3/4" TITEN TO CMU SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS NAILING SCHEDULE FOR TOENAIL WI (2) 16d NAILS SHEATHING DETAIL 2"x4" OUTLOOKERZ SEE STRUCTURAL NOTES AND @ 24" O.C. NAILING SCHEDULE FOR TOP CHORD KA SHEATHING DETAIL SIMPSON 1­110A W (18) BACKNAIL w/ (2)16d NAILS 10d x 1 12" AT EA. 2"x4" SEE STRUCTURAL NOTES - OUTLOOKER OUTLOOKER AND NAILING SCHEDULE 1 @ 24" O.C. FOR SHEATHING DETAIL BLOCKING FOR x R FIRST FOUR 7 ROWS OF 45° ± 24" MAX. TOP CORD BLOCKING 45°± T"LWBRACE TRUSSES @ SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED ( ) 3" EDGES OF 2x4 CRO BRACE 10d x 1 12' @ EA. ROWS OF TRUSSES @ AT 24" O/C. CMID HEIGHT SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF TYPICAL RIDGE FASTENED AT @ "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO EXTEND AT LEAST 90% OF 48" O.C. EACH JOINT W/ (3) 10d MAX. & (2)10d TOE NAILS @ Ir AT LEAST 90% OF WEB 2x4 CROSS BRACE @ 8'-0" 0(C. WEB LENGTH & NOTCH AT EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d • SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 1.0d FROM LEDGER TO ' 7/16" OSB SHEATHING & (2)10d TOE NAILS @ .• BLOCKING ATTACHED W/ 1Od EA. END NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" 10dX3" 3" 0/C THROUGH CHORD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM CORD ATTACHED W/ (2)16d TOENAILS OSB SHEATHING ATTACHED w! 10d NAILS @ 6" O.C. INTO 2"4" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) FASTEN WITH 1 Odx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE @ 48" O.C. MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 10dx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)1 Od NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4)1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK GABLE WEB S E CT I 0 N 2 WEB, USE MSTAM36 w/ (7) 1Od NAILS & (4)1/4"x21/4° SCALE: N.T.S. S5 SCALE: N.T.S. 55 TITEN ON OUTSIDE BACKNAIL W/ (2)16d NAILS REFER TO DETAIL J N N SEE STRUCTURAL ON SHEET S5 FOR r °' coxt NOTES AND NAILING X-BRACING, AND TOP N SCHEDULE FOR CHORD BLOCKING - _ 00 °° SHEATHING DETAIL INFORMATION `° 1 1 1/ 2"x4" CROSS BRACE WOOD TRUSSES ;° 00 APPROX. 8" FROM RIDGE FASTENED AT 2X4 RAT RUN BRACING EACH JOINT W/ (2) AT 24" O.C. ON TOP OF 1 1 2 t1w 10d & (2)10d TOE BOTT. CHORD FOR 4 /\ NAILS @ EA. END TRUSS SPANS /^\ `7 t40� 2x4 PANEL BLOCKING ATTACHED W/ 2 -16d AT EA. TRUSS JOINT r'. J111 2) 2" x 4" LAMINATIONS WI 1 ROW (3) 2" x 4" LAMINATIONS W/ 1 ROW ( () () (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF @ 48" 0/C FOR THE FIRST (4) ROWS OF 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & 0/C w/ (2) 16d TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 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 MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH SIMPSON H1 OA w/ (18) SIMPSON SP4 w/ (6)10d x 10d x 1 12" AT EA. 1 12" AT EA STUD (USE BACKNAIL w/ (2)16d NAILS OUTLOOKER SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) SEE STRUCTURAL NOTES — AND NAILING SCHEDULE FOR SHEATHING DETAIL 2x4 OUTLOOKER @ 24" O.C. (OPTIONAL - SEE TOP CORD BLOCKING FOR FIRST FOUR ROWS 4 Mom' ELEVATIONS) OF TRUSSES @ EDGES OF SHEATHING TYPICAL DOUBLE TOP PLATE 2"x4"CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT W/ (2)1 Od & (2)10d EACH JOINT W/ (2) • TOE NAILS @ EA. END 10d & (2)10d TOE 2x FRAME WALL (SEE WALL NAILS @ EA. END SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD END TYP. TOP & tk2 (2)16d NAILS 2x BLOCKING BOTTOM ATTACHED W/ (2)16d TOENAILS 2x4 PANEL BLOCKING @ 48" O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM 4 "T" ON TOP OF PANEL SIMPSON H10A w/ (18) 10d x 1 12" AT EA. OUTLOOKER (2) 16d NAILS 2x4 OUTLOOKER @ 24" O/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ " MAX. EDGES OF SHEATHING TYP. -"L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) r-GABLE TRUSS r-1/2" CDX PLYWOOD OR 7116" OSB SHEATHING ATTACHED w/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C x SIMPSON HGA10KTw/(4)1/4"x1 1/2" J EA. END TYP. TOP & BLOCKING, FASTEN WITH SIDS SCREWS TO TRUSS & (4)1/4"x3" BOTTOM ATTACHED w/ (2) 10dx3" @ 4" O/C SIDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12)1 Od 16d TOENAILS 2x4 LEDGER MATCH BOTTOM NAILS AT EACH STUD ( DBL. TOP PLATE CHORD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. �55 SIMPSON H1OAw/(18) 1 Od x 1 12" AT EA. 2x4 OUTLOOKER OUTLOOKER @ 24" O/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ 24" MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" (2) 16d NAILS OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION 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 L- 2x4 BLOCKING W/ 10dx3" @ 4" O/C (2)12d TOENAILS _ EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION - COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF _ NON - LOAD BEARI G LOCATION p B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0"��5� TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 9 ADDITIONAL INFORMATION. SCALE: N.T.S. S'CJ SCALE: N.T.S. S5 2"x4" OUTLOOKER @ 24" O.C. W/ (2)1 Od PER JOINT 91NIMUM 2x OVERLAP TRUSS BRACING ;ROBS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES SEE PLAN FOR WOOD TRUSSES OCATIONS 1Odx3" O/C 2"x4" TOENAIL 6" 0/C W/ (2)16d TYPICAL RUNNERS (2)16d PER I NAILS JOINT L CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 ALTERNATE NON -DROP GABLE END DETAIL 1 GABLE TRUSS "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 GABLE END BRACING DETAIL S5 CONT. BEARING MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. -MINIMUM (2)16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) a 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)1 Od WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) N-BRACING w/ (3) 10d x 3" AT • EACH CONN. @ 24" O/C SIMPSON HGAMIOKTA w/ (4) MOISTURE BARRIER 1/4"xi 1/2" SIDS SCREWS TO BLOCKING & (4) 1/4"X2 3/4" BOND BEAM TITEN TO CMU MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 010" - T-O" T-O" - 6-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SIDS SCREWS TO TRUSS & (4) 1/4"x3" SIDS SCREWS TO PLATES (TYP.) \-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 TRUSS SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN r 1� 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED:4� 10d NAILS 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" 0.C� TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE 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 -t CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. r cw1' -.-- LU 0 o d O W Lu.� 9_ O Q Q a T I O CDQ r X o o T X cQC C W NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER SCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL /TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)1 Od 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 l SOWN f 1, 0. J Af �a%P� ram, DOE aSEO� �0 r„rfiziBiili�tt �1W, To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W 4 aE C, v 8 N 0 m tJ � N ik J O Y LL 7 LL7 N J 3t W N �i tq r` o u_ _ a LL QjMM W y a LU W - CL -v`- �yzo Z m.c� o W F f;4o W mm0 � M C14 m J o¢ Z a Ln N Z M 0 a N Q U o" ❑❑❑ W (D (Dall in In z N M o Qo z o J V) N M z � o � i'6 w Um O NI�y v + g N � Y 3 ws. � U 6 W _ e mI N Mco I� I­W Z co J o 4 < c6 E zo m a� >o Z¢ o Z@ oa @ �— O .o U01 aF 00 Oa az o � T� z <o <zmo � J � _ c r 01 Z, Q) J S 4 `8 ¢ w � to v Q o LL z a 50 �z Sy o �� w L)~ �o O 0 I aF °3 �M 0 = a � E W J Q C O O d. r co p LO LO N 0 cc z E Ocn 6i C FL U ¢ p C JOB NO: 20-8082 SCALE : AS NOTED SHEET NO. S5 0 4 N O J 00 0 00 0 7 E 0 E U ti 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL ABLE INSTALLTION UNACCEPT40 DOOR JAMB (REFER TO PRODUCT TO PRODUCT .T. TO PRODUCT Mom(8„ PROPER INSTALLATION DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" O.C. (11x47 APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. 1 X 4 1 x4 #5 REBAR � (� P) , 3/4"PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d 4" 1 x4 P.T. 3/16" 0 X 3" LONG f URRING FURRING 3-1/4" LONG X 3/16"0 FURRING 2 ROWS 3/16 x 3-1/2 #5 REBAR AND NAILED W! 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD @ O.C., 2 ROWS STAGGERED TAPCONS TAPCON 16" O,C. & 4" 2X8 TAPCON. INTO STAGGERED @ 16" (TYP,) ` ' 1x$ P.T. FROM EACH END wl MIN. 1X8 BLOCK@ SPACING n O.C. 2-ROWS INTO 1 DETAIL 2 EDGE DIST. ATTACH 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH 1� 1x8 w/ 2 ROWS 8d NALS �� 1-1/2 DETAIL () 3 DETAIL `STD. 90° HOOK (TYP.) STD. 90^ ` I FILL SOLID @TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. BOTH CELLS HOOK (TYP.) FACE NAILS 10d @TRUSS VERT. WEB 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER METAL SEAT PLATE TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL NOTE: LAP SHEATHING TO DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" ' BOTTOM OF BAND JOIST TYPICAL .. TO PRODUCT x 3-112" TAPCON @ 16" 1x4 APPROVAL FOR CONN, (2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRING F-. + NOTC @ FIRST COURSE SIMPSON HGAM10KTA 12" O.C. @ 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ , -2 w/ (4)1/4xl 112" SIDS SCREWS 2x P.T. AS REQ'D MIN. 2"EDGE DIST. (2) ROWS 10dx3" ' ` 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 NOTCH WEB AT THE ' ` +5„ FIRST 2 COURSES BUILDOUT_u: OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELLPER UILE:N.T.s. FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SS SEE TYP, 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.11 SCALE: N,T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A _ 16110 # FOR 2 STRAPS ES EMBEDMENT INTO BILK.) 1/4" MAX �. SOLID W/GROUT 2'-0" 8" 1 PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS 1/2" DRYWALL _ * SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) 2 x 8 45' DIAGONAL (4) 10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DAAGONAL BRACE AT EA. CONTACT ENGINEER OF RECORD FOR . OR FURTHER INsrRucrlorvs. SCRIBE (NOTCH) FACE OF ARCH W/ (3)10d NAILS OVERHAN BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL • " CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHOR ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4" MIN. OF BRACE 2X4 #2 SYP SCAB TO SIDE OF / INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4" TO 1 112" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED W/ 3 #6 X 4YV WOOD ) O * 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)10d NAILS @ 8" O.C. 4 MAX. RAD. ARCH DETAIL J USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ x �� Ry TO TRUSS TOP CHORD MIN. 4" EMBEDMENT AT 16" O.C. FN GTy 11-0" 6-0" SCALE: N.T.S. SS 12 + PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE i + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24 O.C. + + + QR OdL�WISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION / BLOCKING AS + ° WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED > t, „ EMBEDMENT INTO K.) /4 MAX 2 8 t PER NAILING SCHEDULE ALL TO SUPPORT TRUSS { SOFFIT . ° • o. #5 BAR b . p. , : . , BLOCK HEADER -0 SOLID BLKG. AT TOP BTWN. ARCH O SIMPSON 5 12d NAILS + + D p 10 ° ° . ° CENTERED W/ 9 H a BLKG. &BUCK 2X6 TO 2X4 H2.5A w/ (10) 2X4 SYP . ®° o ° °� IN TOP o 1 X 4 FURRING 8d NAILS EACH TRUSS p $ •' KNOCKOUT / N e ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 8 D1AG. BRACE B 2 x 8 VERT. Wi (2) 10d NAILS AT EA. END PROVIDE (2) MIN. • PROVIDE 2x CONT. W/ CONNECTOR °, ° ® ( — p MONO FOOTING ' A ,e. • ., o °. PROVIDE x _ (3) � SIZE AND REINF. PER PLAN — VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SEE LINTEL AND SECTION DETAILS -I -4 BRACE EXCEEDS 24" BUCK- (1) WITHIN 4" JACK TRUSS PROVIDED BY SCHED. LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL .> A. ° 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. tENTER SO IT DIRT Z TO BE INSTALLED 000, BUILT UP PLWD. BUCK- 4'-0" MAX SEE PLAN PRECAST LINTEL TANDARD . .°. ° STANDARD' 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 - - - '-° °' • °' 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") , . , , . , - �, � ' ' BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE (2)1/4" X 31/2" TAPCONS AT 16" ►; INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. •, °• • v . o ° s s ANCHOR INTO ARCH BLKG, rK STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B"g� ARCH DETAIL SECTION ENTRY L SECTION ROOF EXTENSION @ M REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" = V-0" SS SCALE: 3/4" = V-0" SS SECTION DETAILS SCALE: 3/4" = V-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED, ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION,) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR SIMPSON HTT4 w/ (18)10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER "SQUEEZED" W.W.M. AT PERIMETER 1/2" NAILS TO STUDS & (1) - COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. 5/8" DIA. ALL THREAD ROD #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) OCCURS TOP WITH MIN. 3" EPDXIED w/ SIMPSON "SET' z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS, (THE SAME SPACING REINFORCING COVER g'�° EPDXY MIN. 6" EMBEDMENT & 0 SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER 3" MIN. EDGE DISTANCE FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP u- LU NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE °• p c) THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL �--- �-� , o' o v n A REINFORCING AS FOLLOWS: * SEALANT PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. . ; � o . � 1=III=1 I I— I�11-1T_I� T ° �-_-�, ¢ a g 1 g • �� U_ #5x6' EMBEDDED INTO * PRESS PANEL REINFORCING INTO PLACE. —� I=I I �T 0 z 6" MIN. LAP SPLICE W/ ° III—III—T- g EXISTING FOOTING (2) #5x6' IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL N FILLED CELL SMOOTH. DO NO FURROW. °r , ° . —I 11- DRILL 3/4"x5" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT I- GRADE a. u I—T� SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6 MIN. LAP p ° O G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE 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 o u TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° a 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ' (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16-MIN. COVER EA. WAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAYBE INSTALLED IN ANY OPENING. SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. °�0 £✓ lid ,�b 4 ' ,. a J 0 F E S ltPtIIIR9�i To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W Q_. EE (so �00 0 "T U N 'D 7k ® NCa:) LO 04 LL N M 7 u7 W J_j W UJ r•' a - J p• u- 13 CZ pjMm W LU CL ACM 0 E0�o 2 O_ m m Q Z ILL WEl171 N cv) 0 Q U J O O z o rid — N M _ e/2 W Ow c� c � cn C) 7JV J e.. k— — E C U i zl, (_) Q y = 0 ¢ N 0 0 O M w Z z zo n E >� z® 0 O t_ ro XU oa U K �O N o¢ �o o< wZ 03 _ C az Y Nm W2 ma z� zF aw 2Z C a oa z 0 a Ew U� �, < >° o co z¢ a 0�3 oM _ a � ca W ca • � c cc Cfl 00 Q C ii p U C.0 I— m U N ■� = O T E c M z z E Q E N `m a 0 Q o _° JOB NO: 20-8082 SCALE : AS NOTED SHEET NO. SS 3 v L C CD C S co N O O C) 00 C" N 0 J N i F= N 0 v d E O `v c J v U i 0 i a 6 0 4) ti N N 0 o 0 N N LO c 0 0 YY/ L-IVU `W "ll 11 rIAk. V YYLU CROSS BRACING DETAIL (TYP.) SCALE:NTS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A —A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �7A TRUSS (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE:NTS HIP G.T (2) 2x8 #2 SYP wi O.S.B. FLITCH Pt TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC. WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 1Od x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 1Od NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY MASONRY WALL 4 SCALE:NTS 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 PLAN FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL a@ ENTRY FRONT WALL SCALE:NTS TRUSS NOTES. TYP. HAND FRAMING ABOVE TRUSS CONY. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" O.C. 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED EACH DIRECTION TYP. U.N.O. SIMPSON LSTA18 L. (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN VERTICAL SCAB 2 x 6 w/ (12) 1Od NAILS SIMPSON HUC41Owl (14) SEE PLAN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE #2 SPF 48" O.C. W/ (4) CENTERED AT 16d INTO HEADER & (6) FOR CAN IT LANDS NEXT TO 2x8 BLOCKING NAILED @ 10d TOP & BOTTOM SPLIT TO TIE 10d INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS RO INTO BEAM -SEE EACH SIDE w/ COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES E w/ NAILS OR SIMPSON H2.5A w/ BEAMS TOGETHER ROOF PLAN FOR MORE OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD WHEN REQUIRED ) SIMPSON HTS20 w// (244) 10d x (10) 8d NAILS INFO SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION 1 1/2" NAILS EACH SEE FLOOR PLAN FOR OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN 2X4 #2 SYP NAILER. NAIL ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER COLLAR TIE FOR COLUMN SIZE INDICATED ON BM. TO STUDS w/ (3) 16d AT A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. EVERY 3rd & ADDITIONAL INFO. SCHEDULE/PLAN EACH STUD -TOENAIL ROOF AND EXTERIOR 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING RAFTER REQ'D ONLY WHEN COLUMN SIZE & BASE EACH TRUSS TO NAILER SHEATHING ATTACHED SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" �C �C INDICATED ON BM. CONNECTION INFO w/ (3) 10d PER NAILING SCHEDULE O.C. MAXIMUM. 2x4 SPF 2 (2) #7 x 3-1/2" OPTION A SCHEDULE/PLAN OPTION B OPTION C SECTION 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d WOOD SCREW EACH FOR ADD TIONALSEE 2ND FLOORVALL INFORMATION NAILS AT EACH TRUSS INTERSECTION. CB TRUSS OR SIMPSON COMMON B M . TO POST ATTACHMENTrA 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS H2.5A w/ (10) 8d NAILS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB AT 48" O.C. SEE ROOF PLAN SCALE: 3/4"=1'-0" ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg B FOR BEAM SIZE & IF 2x DOUBLE LEDGER, 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS BEVEL CUTS CONNECTION INFO. BM. SPLICE OVER ATTACH FIRST PLY DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS (OPTIONAL) CENTER OF POST w/ (4) 16d NAILS TO EA. PRE-ENG. TRUSS A A END OF TRUSS THEN 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING SEE PLAN FOR ATTACH SECOND PLY MAX &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP TOP OF JEAMISO w/ (3) ROWS OF 16d CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. NAILS AT 24" O.C. --' - WOOD TRUSS A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN —STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B —TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL 7 SCALE:NTS DIAGONAL AT 8'-0" MAX 2X4 COt T&BCF WOOD TRUSS 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 1 Od COMMON TOENAILS TO TIE BEAM CONC. MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT OIL VARIES ROOF SHEATHING ATTACHED PER 2x4 #2 SPF BRACING @ NAILING SCHEDULE 16" O.C. W/ (4) 12d COMMON TRUSSES. TOENAILS TO TOP SEE TRUSS PLAN PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION NAILS TO TRUSS F SPFTETOP INFORMATION, BOTTOM CHORD PLA OILVARIES SEE PLAN FOR WALL LOCATION �— MIN. 2X4 #2 SPF STUDS @ Y 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO SEE PLAN FOR PLATE BELOW TOP OF WALL o MIN. 2X4 #2 SYP P.T. PLATE °. W/ 1 /2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE a 16" O.C. MAX. INFO. ° SECTION @ ENTRY $ SCALE:NTS SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O.. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) SEE PLAN FOR CANTILEVER IF INDICATED V V fl I Y G I1 SEE FOUNDATION ° PLAN FOR MORE INFO 5" COMMON BM. ATTACHMENT SCALE:NTS SEE 1/S5 FOR ADDITIONAL OUTLOOKER EXTERIOR SHEATHING INFO. V_ ATTACHED PER 2x4 STUDS w/ SIMPSON NAILING SCHEDULE SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR GABL MORE INFO. TRU: 2x4 BASE PLATE W/ 1/2" PLYWOOD SIMPSON LSTA30 w/ (22) 10d NAILS OR (2) 16d NAILS TO SIMPSON MTS12 w/ EACH COMMON (14) 1Od x 1 1/2" NAILS TRUSS/ FRAMING TO FLOOR GIRDER TYP TOP &BOTTOM BELOW @ 16" O.C. 16" FLOOR SYSTEM `— FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE:NTS MIDDLE SIMPSON LUS26 w/ (8) 10d NAILS • OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8)16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 4 1/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: NTS 2x STUDS @ 16" O.C. SEE PLAN FOR w/ SIMPSON SP1 w/ (10) 1 Od 8d NAILS AT VALLEY TRUSS NAILS AT BASE & SIMPSON 4" O.C. INFO. SP2 w/ (12) 1Od NAILS AT TOP • MASONRY WALL BELOW: SIMPSON 4. HETA16 w/ (9) 1Od x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM . BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN a (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE rj_2� SCALE:NTS LOW ROOF/WALL SHEATHING ATTACHED PER NAILING SCHEDULE 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 W/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/—J (2) 2x6 BLOCKING UNDER FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE:NTS DETAILS &SECTIONS f 1 B ii iiBlli,��a +�,��1�1\lllli �¢O W N < C4 ROFESS\C ; o\ f�111I1! 111ito�ii To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. H W 4 � olt P2 E � ,� O N c4 op V U � N ik 6a O hm 11ii -� N J* W CIffill N 4 to r- a a ajMM I W JLL� zap Z �� ow 0: W '+NCO m ra r m °' �C a z IL coo N M z < 0 � U 0 Z Q W Z Z Cq M cMv n q�y 6 R r N z CD o vCz (Dru V ® ° OC) N y �N in LU 6 o N 0 ®® N z Mz o z J Q E o - os wz ?® ❑u Q =O W o F O X U ¢¢ az j O O1 o L¢ w❑ az 1w - o Y U .0 0, Z ti Ql u m a w zz !� U i zo � U a Wow vg CD w �� >- co V zl a a OU 3 > cj' ^L rn m •M� c CMU J Ilia < C) T (D No N T O T T ii M rn � > 3 N M o Z cc Z Eco O tl U � Q p J JOB NO: 20-8082 SCALE : AS NOTED SHEET NO. D1 Q 4 00 0 co 0 U 0. ID L7 N 0 LO ,o 0 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF ` '' MASONRY WINDOW BUCK R.: 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME TO WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER WEATHER `RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIC 1. Cut, fold up & temporarily secure resistive 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 EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 AND FBCR 703.7.3 Detail Instructions Refer to the number marked as G in each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary r L/'iJl 111 V 1a SELF -ADHERED FLASHING DECK JOIST WEATHER dE BARRIER & 1ARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN ---- OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI; UNDER DECKING ED FLASHING (SEE DETAIL WP07) 1�0 SELF -ADHERED FLASHING r 6f1Jl IIIVIi 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN SLOP a 4 a WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4%1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL SELF -ADHERED FLASHING O. 2 SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK V 4" PER PLAN 1'-0" PER PLAN SHOWER SEAT a J 4 4 Q W CO > m SELF -ADHERED FLASHING OUTSIDE CORNER ICn �- 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 RIM JOIST 8 2 WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHI EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE FLASHING JAMB & HEAD THROUGH SELF -ADHERED FLASHING, SEE FLASHING SELF -ADHERED FLASHING FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD :LF-ADHERED FLASHING kTCH HERED FLASHING 2 4 5 a FLASHING REQUIREMENTS R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall include flashing as described in Section R703.4. A water -resistive barrier is described as a material behind an exterior wall covering that is NG intended to resist liquid water that has penetrated behind the exterior covering from further intruding into the exterior wall assembly. An exterior wall covering is described as a material or assembly of materials applied on the exterior side of exterior walls for the purpose of providing a weather -resistive barrier, insulation, or for aesthetics, including but not limited to, veneers, siding, exterior insulation and finish systems, architectural trim and embellishments such as cornices, soffits, and fascias. R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other 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 R703.1. R703.7.3 Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual O layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater ' than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. 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. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard SCORED as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing ' RELEASE PAPER shall extend to the surface of the exterior wall finish. Approved corrosion resistant fleshings shall be installed at the following locations: (BEFORE FOLDING, SCORE 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) finish or to the water -resistive barrier complying with Section 703 2 for subsequent drainage Mechanically attached flexible fleshings SELF -ADHERED FLASHING INSIDE CORNER Ground FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO :'T THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE II rya �v 7PLASTERPTHIS GAP IS ARESULT OF NATURAL SHRINKAGE. DO NOT SEAL. ER ROD & SEALANT DRIP SCREED PLASTIC ACCESSORY A SOFFIT/CANTILEVER shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be 2 sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 5 1.2. In accordance with the flashing design or method of a registered design professional. 4 1.3. In accordance with other approved methods. 6 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 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 autters. Water Resistant Barrier Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) -0 o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - BOND BREAK WEATHER RESISTANT BARRIER- - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS�A \STER STOP A NTINUOUS BACKER ROD EALANT UENTITIOUS FINISH 2AL FRAMING ?AL SHEATHING 3AF PLANE WRB AK WRB FHESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all A, ' r I 0 c14 0 CV M CV 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. ,, 8 � Co NW r- � N 3t 0 0 Loo m nC'� �7 In � tOd bLL y� �ti a LLJ a LL Q NMM Co LLU- W rn LU ° a X Z J -p �$Z mcv Z O 0Xi- 129 'N mmo W W o - c- rn°' <C ¢oa z ILW 0 LO N Cl) Z Q F J V OIL ()t n N O) o g < v � o *1 N M GN 0 o 4-, (D uJ W O-� w N �N C= N U) c� I 8 c "' QCD r, Vill M M z¢ o Z a U_ CE =o �Zo >o Cw�,o -n7 OU F no OQE zo < aZoo �p z n0 mo a, ZF J < w 7 z N .� g g � 5 o a U ao oLL ti� w �� o Co d°T yM > d' W \ m 0 "� c � CU M J � O U CO CD T tU NO .� = N ui M N co o Z Z E . 'a Co _m tl E U J 2 a iIJ ¢ p c 0) JOB NO: 20-8082 SCALE : AS NOTED SHEET NO. W P -P-0 a) a) 1, ­ - � � I I � - N I I "" � - A3 ........ 1- .................. - ....... - HD210-2 - I �� 931 , I IM'"Aw"', FL172441 1-1 ... I-- ... � ..................... . .. � ... -- ............ - ............ 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July 8, 2020 I I I - I I -1 I I - - I � I I - - � i � k i i � � � � 1 PRODUCT APPROVAL SPECIFICATION SHEET(20118) � � � � I � ,---------,-'-"'-----------,--------,�----"�-------.-,�L,-,-,L----------,-----------.--,----,-,-,------.-".----�-,"-�,��'-,--"--,-,--�-'-"� ... ��',�'L-'-,-�,�-"��--,-,-,--�-L-'� � � I � As required by Florida Statute 553.842 and Florida Administrathe Code 9B-72, please provide the Information and approrial numbers on the building components listed belowif I � � i ! = U) - CU a) -4- -0 > I " :S '= 'I'D " -0 (1) CL C (1) CL o 2 C Co -0 CL . I - Z �,NMNWgAH49 - - - I I I 11, 11 M �, ..,,&, "1#11-1.i%i,-'1*-& TrA � X I 1, t�� 99 - 7 A � , Of dir m IV IF MW I M ,L I I L I .11 I I - I I Alat""Illia6milipl%" "mikis I %nof-UmbkwooLmmmg I I I Mounting0wWs � I 0 GatV,al I I I � � "I +1'd`x4,1(2vX1,1V.' T I � 0,11- # *6 I � . . . I AL SKk cm" stpoort � � (may be cut t6 W) I$w ii!l�lvr �11,r�u ,,,,..i,- � 1, � I . , I, r � I e I � , . - ) - I I Right 54(ket (WWOO), - , i I 1 they will be utilized on the construction project for which you are applying for a ! ; i � i � I -5) -P-0 Q) (D 0 - 0) := = (1) -0 Q -0 -0 = 2 -2 -= a) I 0 25- = -2 ?:: = 0 LL - = Co 0 = ,+.- CU co 0 > -uJ -0 E (D 2 U) a) " .+, 0 - !E CC110) ,2 -It-u 0- = �- -a - U) < . I HD212-2 ........................ I ...... i�l .... . ..................... I ..... 6 ........................... i�i ....... I ....... . ....... � . ....... - ... � ......... .. -�----, ... ­­­ ------ ....... ......... .. --- ..... I . . ............. � .... . .. . ................ . .. HD28-2 .................. � ...... -... i*f.d-1-- .......... - ..... ........................... 1- �- ............... I .... I .... I ........... 1-1 ........... I... . H i **"* ..... ** ... *­ . ... ' 4 . . . . . . . . . . . � . . . . . . . . . I � . i�� j ................... 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I ESR-3445 ... ... 11 ... 11 ... 11 .. . .................... � ........... I ... I ................... � ............................... I. ESR-3445 ...... . . ..... ** ...... . .......... . - � . .I I . . . . . . I . I I ...... � . . . . . . . . . . . . . . . . I I .............. I . . . . I . i� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . 1213112020 ... � .... � . . ........... I ...... . .... � .... 12J3112020 .... � ................. � .. . .......... - 1213112020 .1 Mi .. - ...... -.- .......... � .... . ........ 12131/2020 ....... � .. . ................................ 12/311202G ...... - ...... �� ... I.I.- ....... -.1'.... 12;`31/2020 � .... I ........... � .................... "i'2/31/2020 I . . . i i . . . . � . . . . - . . . . . . . . . . � . . . . . . . . . . . 2131/2020 HU212-2 HU216 HU21&3 HU26 HU28-2 HU410 HU412 HU610 - HUCQ410 FI-108515A FL10850-5 FLI 0855-1 FLI 0856-3 FL1 08-%.4 FI-110856.9 FL10856-9 FL10856.10 R-11468,11 ESR-2549 ESR-2549 - ESR-2549 ESR-2549 . ESR-2549 . ESR-2549 - ESR-2549 . ESR-2549 SM200804 12/31/2020 ... � ........................................ 1213112020 --- .... -- 12/31i Z ' ............. . I ...... I ............ . ........ 12/31/2020 ................. . ........ � ...... .... � .... 12/31/2020 ..................................... . ..... 12131/2020 . ..................... . . .............. 1213112020 ....... I ........... ­ ..... ­­ .......... 12131120210 I . . . I . . . I I I . . . . . I . . . I I . . . I . I . I . . . . . . . . . . . . I 1213112020 CategoWSUbcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date . 1. EXTERIOR DOORS I I A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON-IMPACI) FI-20461.1 +67.01-67.0 psf 12/31/2021 ' ThermaTru Firber-Classic and Smooth -Star (NON4MPAC1) FI-20461.6 +67.0/-67.0 psf 12/31/2021 ThermaTru Firber-Classlic and Smooth -Star (NON-IMPAC1) FI-20461.9 +67.01-67.0 psf 12/31/2021 ThermaTru Firber-Classic and Smooth -Star (NON4MPACT) F1 20461.14 +67.01-67�0 psf 12/31120211 HGA10 -- ...... - .... . ......... - ... .... I ... - ..... I .... - .... - ... I ..... - HGAM10 FLI 7699-1 .... . - .... . ...... . ..... I ........... � ........ . . � ........ - ...... . ............. -.- ..... FL17699.1 - .Evaluation Report .. . � . . .......................... --- .... � .... . ... � ................ - ... � .... � ........ . ­­ .... r ... ­ ...... 1­1 ... � ................ -- .... -, ... Evaluat on Report - L__ 12131/2020 ............. . ..... - ... .. � .......... 12/31/2020 HGA10KT HGAM10KT' FL1 1470-4 FLI 1470.4 SIM200803 - SM200803 12/31/2020 '- ... � ...... ... � ... . ............... - 12)31/2020 - ThermaTru Classic -Craft and Benchmark FI-15225.1 +67.0/-67.0 psf 12/31/20211 ThermaTru Smooth -Star and Benchmark FLI 5225.5 +67.01-67.0 psf 12/31/2021 HHCP2 -1 ..... . ---- ............ . -- ..... 11 .. . ..... � .... . .................. HTA16 171-172367 ............. - ............ . .... . . .. . .................. . ........ .... . ....................... FLI 7680-4 ESR-3448 ............................. �- . . ........ � ............... � ... ..... � ... . ... . .... . ...................................... ....................... --- ...... Evaluation Report 12/3112020 ....... . ....... � .......... � .......... 12i3l/2020 HCP2 HETA16 FL10447-2 FI-1 1473.5 ESR-2551 -- SIM200&2 12131/2020 ................ . ...... � ... � .... . ..... 12131/2020 ThermaTru FiberClassic, Smoothstar, ClassicCralt, Rustic FL7640.1 +67.01 -67.0 psf 12/31/2021 HTA20-18 � ...................... I .... I ...... � ........ � ........ . ....................... � .... HTT16 - FL1 7680A ....................... . - ......... I ... 11-1.1-1- ............. � .... � ....... ... � ............... FLI 7324-2 - Evaluation Report .......... � ................................. . .......... . ....................... ; ... . ...... i�si ... � ........... - ..... � .... � ... ......................... � ............ E ��� 1213112020 ...................... ... . ... � ............ 12131/2020 - HETA20 1-1716 FI-1 1473.5 FLI 1496-1 SM200802 ES-0130 1213112020 ....... 1. ..... 11.1 ..... I-., .......... I ... I 12/31/2020 2 1 � � I I scills I I I � � 11 I ; I I I 1, 121",'Dja, A32 5 � Go 1v I 11 1 � � I I , � . , (TY0.) I I . B. SUDING MI Windom and Doors Series 420 FL1 5332.1 - FI-15332.5 +40.0/40.0 psf 12/31/2020 HTT45 I ...... .... ....... ... I ........... � ..................... I .............. � ............ HTW116 FL17324,2 .............. . .............. r ......................... r ...... . . � ............... � .... . .. . ......... FLI 7244.8 . . . ��WiQn Report ........ � ...... - ...................... - .... � ................... ....... � ...... � .......... ............... . ....... ..... 11-1 ... � ... -,- ESR-3455 ...... ........... 111-.- ............ . .... I ................ . ...... � ..... � ... - ........... ­.� ......... . ... � .... ­.­ ........ �, .. - 1213112020 ... ........ ... � ................... � ..... �. 12/31/2020 ................. � ....... . ... I ... � ... ...1. HTT22 - HTS16 - - --- FI-10456.22 ES-01 30 ESR-2613 12/3112020 11 .... - ... � ....... � ........ �� ............ . 12131/2020 .. --i PGT Series 5570 FL251A0 4/1412021 C. SECTIONAL Clopay Building Products . Residential WindCode Doors W5 (8X7) FL1 5279.37 +30�01-32.0 psf 5/21/2028 _ Cloplay Building Products Residential WindCode Doors WS (16X7) FI-15279.53 +30.0/-30.0 psf 5/21/2028 I - � 1 1 0 , � I . I I I I I I � I " I 1 1� 11 I . 1-14145elf-Drifliro I 1 1. I 11, I I �f, - :Scrftvs ,",,, I ....... I .......... I .......... .6 ....... � ....... 1. ....... - 1.1--.11-11--1 .... A..."... .. .. -, ................. 1� ..... �- ... I . TW24 .." ............. � ................... . .......... � ........ . ........ � .... --- HTW30 .1.1.1 ........ I ................ � ...... . � ..... � .... � .... � ...... - .... -- HTWMI6 � .... r . ....... ­ ....... l��,­ ... � ...... .. -1- I ............. . ........ I ........ �ij:��.d-.-- ... I ... - .......... ............ � ... . ................ I ... . .... - ..... 11 ......... . .. --.- .... � ......... � ..... FL17244.8 ---1-- ......... � ..... . -- .......... � ........ ......... -- .... --- . . . FI-117244�8 ............. . . - .... I'll ... I ..... -- ...... . � ... 11.1 ... I.I.-I-I.I.- . ..... � ...... FL6223.2 - ...... -.1- ........ . .... ]� ... I .. . ........ . ....... I ... r .. ...... ­.­ .... � ...... � ESR-3455 ........ -1 ... - .......... ...... -- ..... � ............... � ...... -1. ...... � ...... � ....... I ........ --- .... � ........................ 1-11- ........ . .... I....'....I.I.I.-I., ESR-3455 ........... I ..... I...".." .. ....... I ... ---- . . ..... I ... I .... I .......... �- ... . .......... . . � .......... I ..... . � .... � ............... ... �� ... � ....... ESR-3455 I ......... .1- ... . ..... � .. . ............... I ...... I ......... .... � . ........ - ..... . - .......... -1-- ............ - ... I .. . ..... I ........ ... -- ...... Evaluation Report .... 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I-- ....... i I) zv/-u 4 Cloplay Building Products Residential WIndCode Doors W6 (SX7) FLI 6279.85 +38. 01A2. 0 psf 5/21/2028 Clopay Building Products - Residential WIndCode Doors W6 (16A7) FL15279.102 +37.0141.0 psf 5121/2028 D METAL LOUVERED DRS - Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FU 153T 1 NIA (see inst sht) 12131/2025 HUG72 -1 ... -.111-1-1.1- .... �... ... I ..... 1.1-1 ..... -11111.1-1-1-11--, HUGT3 FL6223.3 ... ... ..... I ... � .............................................. . ........... . ............... FLM3,3 . .----n Evaluation Report ..... -111-1- ....... I ............. . ........................... I ...................... I ............... -1 ...... . .. Evaluation Report 12/3112020 ..... -- .................... � .. .. ....... 12/3112020 - HGT2 HGT3 FL10456-18 FL10456,19 I ESR-2513 . ESR-2613 12/3112020 ............. . ............................. 12/31/2020 I . I , � P I - 10-5/8 - I I , . 11 , k< Vnit,botiam Edge . I I - 11 P, . I I I � , 11 I I Hurtfica". Srap 1 1 , I I , - , . � 1 4�%- 1 1 Film I I'll't) 1 (TV01ca -% I 1, I z 2. WINDOWS HUS210-2 .............. I .......... H. i� ... ...... .... ..... .... .... - FL17232-6 .... I ... ,� ....... -... .......... riH�j � .............. I ................. ESR-3445 - .......................... I ........................... � ....... . ............ I. -I, ... 1-i . . ..... � ..... � .... --l....., .... 1--.1-1 . ....... I ..... . I ... ESR-3445 12131/2020 ........ I ...... 1----1..1.-- ... 1. 12131/2020 - HUS210-2 HUS212-2 FI-10856-134 FL10856.11 ESR-2549 ESR-254:9 12/31/2020 - ...... 1.1.1.1 ...... -.1 ...... -1-1.1 1213112020 A. SINGLE HUNG MI Windows and Doors series 186 FI-17499.2 +50.01-55.0j�� _ 10/8/2023 PGT ' Series 5500 FI-239.7 7/30/2020 HUS26 ...... . ..... I ..... 11 ..... . .. U� ...... . ............... ... � FL1723Z6 ........ I ... 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ESR-3445 12/31/2020 .. 11 ... -- ..... � .. . ..... � ...... -... 12131/2020 12/3112020 ........ . ........ � ........................ 12/31/2020 � HUS28-2 LU24 LU26 WS210-2 FL10856,11 F-1-10ffi5.103 FL10655.104 FL10655.107 ESR-2549 . ESR-2549 --i- ESR-2549 ESR-2549 12/31/2020 ... ..... ....... ..... � ...... ..... .. .. ......... 1213112020 -i�Z�d- ............................. I .............. 12131/2020 PGT S eries 5520 FL243 4/30/2025 D. MULLION MI Windows and Doors Series 5764 FLI 5353.2 N/A 12/3112020 PGT Series 5500 FL261.1 N/A 5/2612021 E. OTHER � LeftB, , 0066aoe) 11 .014LS,t'K,-DfAingUremlWuBtackeuA 1 11 I -- ... I ... - .............. jo. --.1 ...... r ...... I ..... ......... I . . ..... . ................. � ...... � .............. . .. I ................... JUS26 ........................ ... .. l.k.i. ...i.6 ...... � ........ � ........ ...'' . I ............................. ..... � ..... � ...... ....... - .............. . ........................ FL17232 11 ... 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FI-17244.15 ESR-3444 ..... ..... - ....... . ...... -......1.1 ...... -- . ... 11 ... 1- .......... . .............. I . .... ...... . ....... I .... I ....... ........ --.-..11..1--....- ESR-3455 1213112020 . ..... ... I ..... ..... - ................ 12/31/2020 - LEG3 MST160 R-10W.71 FL10852.7 ESR-2615 ESR -2105 - 1 12131/2020 - --- --- - -- .... ...... .. 12131/2020 C. OTHER -- --------- ---�11--�-1--�--�l-l��--,--,��--l'---,--"�-,---- -- LSTA12 ---1-- ........... � ..... � ... 1-11- ... � ...... � ..... � .............. . ....... LSTAI 5 FL17244 18 ................... 1.1-..... ............ . . . ..................................... . . � ........ � ..... FI-17244.18 ESR-3455 ... � ...................... ....... . ......... � ..... � . ........................... . .... . ......... . .............. . ............ .... . ................. .. � .. . ....... ESR-3455 12/3112020 I ... I ....... I ......... --.... ............ 1213112020 - LSTA12 LSTAI 5 FI-1 0852.4 FL10852A - ESR-2105 ESR-2105 IWVX26 ........... . ..... I .......... 12131/��' I I - Speak 6Aalliddidet Itivitudisiddlivet A-t pli-vini" witkmai , � R&d,.-.ftAkt=.r-, � � , - , , � - *44 - 'Sidil , WWft�,idiiaaiiItiIlc - =-i �, " I � weA, I �D � 'A" """ � � I ,&-,iio&ailiil* 4. ROOFING PRODUCTS 1 STA1 8 ....................... 1.11.�� .......... I ........... ...... ..... .... .. .. ........ .... I ... I ....... � .... I-- . ..... 1. - FL17244A8 ..................... 11 ... 1.111 ijiN.4'.. I i ""' , ""' ..... I ............. � ... I... .... ............. ................ ESR-3455 . .......... ............................................... I ......... - ........... � .... . ...... �- .............................................. . . . ................ ESR-3455 . . .... * . ... ....... . . ... ......... . . . , ................... . ..................... � ...................... - ....... -ff3-112020 ......... I .......... � ................... 12131/2020 .... .. - LSTA18 - LSTA24 FL10852A 171-10852A ESR-2105 . .. . ESR-2105 -.- 121311202D ........... � ............................... �. 12/3112020 ............. � .... . .................. � A . ASPHALT SHINGLES GAF 3 Tab, Dimensional FLI 0 124. 1 N/A 1211612022 B. UNDERLAYMENTS Tall 1 Sib Felt Undeflayment FI-12328.6 N/A 10/18/2021 ...... -.-.1.1- .... [ .. . ...... 1� ....... - ... I ..... I ......... I ... fi� il� ......... --.1 .......... . ..... I ... I .......... � .... --- ....... . . - ..... I-- ........ E i4,-,M�6 . I .... . ..... - ....... --- ....... I.- .... I ... ---- . . ........... I-- ... I-- ............ I-- ... I . ............ I'll ........ 1---l...., i�f/�i ..... -......" ..... . .......... -.. LSTA30 FI-10852.4 ESR-2105 12131/2020 ...... I ........ - .......... -, ... . .... -. C, ROOFING FASTENERS NOTUSED I i TA36 - ..... -...... .... -.11.1111 i4l- .............. I . ...... I. .1 ... 11 . . . ......... ....... cf§� ............... . .... . FI-1724U8 �� ............. I .... 1- ......... . -f§.�. ...-.1.1-1 ........ 11 ... I . ...... ...... I .... . .......... -i�i6.i ... -, . ........ --..... - ESR-3455 ....... - ...... � ...... - .... I ........... �- ... � ............. I ... -1.... ......... - ...... . .. � .... . ........... � .... I ........ .... - ......... I ...... I... ......... 11 ER-0200 ............................ . . . ...... . ...... I ... . ...... I ..... ..... -- .... . .. .... . ............................ � ....... .. . ....... - ER-0200 1213112020 .... -1- ...... � .... i- .... � ......... . 12/31/2020 11 .... . ... 1- . ....... - ... -.. 12131/2020 LSTA36 - LTT1 9 LTT20B FL10852�5 FI-1 1496�3 FLI 14953 ESR-2105 ER-1 30 ER-1 30 12131.!?P?�.. .................. 1213112020 ....... -- ... I .......... � ............ - 1213112020 I 1`1 ROOF VENTILATORS - Thompson Arch Metal Comp. Off Ridge Vents FL16918A - FI-16918.4 N/A 9/9/2026 - Florida Metal Products, Inc Vent RV10 FI-21580.3 N/A 12/31/20201 Florida Department of Business & Professional Regulation Page I of2 .��T ........ . ... � .... . ....... .11 ..... . .......... I ......... . ff ..... - ... I .. ................. �ia:��i .� .... ...... I ... . .... - .. . ... . . ............ . .. I .... � . . ..... . .................. .. --- ........ . .. - ... I .... � ... .... I ............. - ............ � ... - .. . ............. � . .. ER-0200 ......... . ...". ... 1-1.1.1-1.1-. - 12/31/2020 L7131 FLI 149&3 . ER-1 30 ....... � ............... � ..... . ...... -- 12/3112020 Lomanco, Inc DA-4 Exahust Vent FLI 7202, 1 N/A 7/10/2021 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FI-7849.28 , NIA 12/31/2020 Building Codes and Standards U28/2018 ...... I ....... I ........... - ......................... � ... ---- .... � ......... LTW12 -1.1-1.1.11.11.1 ............... I ... I ....... . .................................. - ......... . . . ... FL17244-8 ....... . ... � ................. ....... ..... � ..................... - ..... .. . .................... � .............................. * ....... ...... ' ' ' ' ' - -- ESR-3455 - iji5ii� LTS12 FL10450.29 I - -- --- -- ESR-26 3 .. � .......................... . ............... 1213112020 ... .......... Boral Tile Saxony 900 FL7849.16 - FI-7849.20 N/A 12/31/2020 Product Approval Application Detail ................ . ............ E ............. 1- .. . ............... I ....... GT2 ............ ... I .. . ................. � ... I ............................... � .................... I ...... FL17240.2 ... - .... I ... . .............................. 11 .................. � ... 11 ... I.I.-I. ...... I ........... � ......... � ............ �1 ... ................. I ..................... ESR-3447 .... -, ..... I ...... - ... I ...... --.- 12/M12020 LGT2 FLI 1470.7 . StM200803 ............................ �� � 12131/2020 MP3 ............................... I . ............................... R-17244�22 ............. 11.1 .... 1.1--.1 .� ............................. ESR-3455 .......................... ..... � ........................ � ..... .. 11--- ..... . ......... I ....... . ......... . ... I ....... ....... ........ .. � ........... --l..".. 12131/2020 , - ..... -.1 ........... I ..... I .......... LS30 FL10446-15 ESR-2606 1213.112020 .... .. .. .......... �� ...... . . .... . ........ F. METAL ROOF G ulf Coast Su pp, ly & Man ufa ctu (I ng, LL 0.032n Alum inum Gl 16" wide roof panel FLI 1651�2 R3 N/A 4/12/2024 ' i,� - ESR-3455 1213112020 A34 FLIOW�3 ESR-2606 1213112020 codeEntity or Date Date Date Pendina Date Type Verslo Manufacturer Contact Enalneer & License Validated By Validated Submitted FBC Approval Approve Status Revision2017 Gulf Coast Supply & Manufacturing, I.I.C. Eng David Daniel S. Kuhn Locke Bowden P.E. 10/1212017 1 Oil 012017 10/1712017 12112/2017 Approved Category: Rooting (352) 498-0778 PE-75519 (334) 300-1800 MP4F ...... -1 ........ ---- .... - ...... . .. -1 I ...... I . . I I I I ...... - 1- MP5 R-17244.24 --- .. . ... - ....... I .... � . . . ...................... --.1 ..... I ................... I ....... R-17244�29 ESR-3455 .. -.-I ........ I ........ I ....... 1. ... -1 ........ -- ....... ­ ... ­ - - - - - - - - ­­-­ . . . . . . � ............... I .................. � .... ­1- ESR-3455 1213112020 ..... - . ... I ............. � ..... - .... 12/3112020 LTP4 LS50 FL10446A9 FI-10446,16 ESR-26M - ESR-2606 1213112020 � ... ----- . . . . . . . . --- 12/31/2020 5. SHUTTERS A . STORM PANELS - Global Protection Products Galvanized, Steel Storm Panels FL150761 - FI-15076.2 N/A 12131/2020 MPH3516 L ...... . .... . .... . .................... � ....... . .... . .... M STM� .... . .... FL17240-3 ......... � ................... . . ....... - - ------ 11.1 .... - ...... � ... . ...... . ........ � FL17244-18 ESR-3447 � .......... . ............ � ... ... --.1 ...... I ...... . ...... . .............. . ..... � .......... . .. . . .................... ...... ­.­ ... � ......... � ...... ESR-3455 -T2-/31/2020 - �� f�i WMI416 MSTA12 FL1065T86 FL10852.8 ESR-2615 . ESR-2105 1213112020 ..... iji5i� All American Shutters & Glass . GaKianized Steel Storm Panels FL17869.1 N/A 12/31/2020 Subcategory: Metal Roofing info@Dgulfcoastsupply.corn Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida - MSTA15 - .................... -, . � ............. I ...... ..... , FI-17244.18 .... ................... -.-i�.� .i.d. ............................ I ESR -3455 - .................. ... ................... I ........ I .... 11.1 .... � . ....... I .............. I ....... - ..... .1, ....... . ...... I........, .. ................... - ... I ...... I- ESR-3455 12131/2020 ........... I ............ I ..... � ........ I ... 12131/2020 MSTA15 MSTA18 FLI 0852.8 FI-1085Z9 ESR-2105 . ESR-2105 12/31/2020 ............. � .............................. 12131/2020 6. STRUCTLRAL COMPONENTS ProfessionalEngineer 11 -1 I www�"� �- *'---", M M'' "fZ1, V 1:z`z1gW1gqgK,g ". gm '�" uns", i,,-, ,��-,,Xg ,,r- g-�,"', i'i,'mn , � - , , - , y -� ", - - - I 1 1---1,111.14-1 -�,,',41, , , W ", , -, --, - -1 "I � , '-�,;,, - ","- �""-? ��,9, , I ,�,�,,�,,,��,,�,,�',',,e",'��,,,,�,�,',�,,",,-.�,�'g-'�., � , �-' '� ', '�, I 1. I mlll� I `1'1111'�'111� I- ,��',��,,,,,,---I-,- `-,.�-,-,,,X�,�� 7. -� - 11�� - -1 1�1-111-11Z .................... � ..... . ............... . . ....... - ... --11 ..... � . .... V§.111-1-- ............. I ................ TA36 I ... I ......... I ... I.......-Iii i&- ......................... .- .... 11, ....... I ....... . .... Yj ilb ... �- ...... I-- ..... --- ................ . ..... � ..................... � ........ -.1 ... � .... - ................... � .... ... .... ... �� ........................... . ....... .. � ....... . ........ . ... .... I .... I .......... ....... I ................... I .................... I..--.�....�....,..........,-,.".� ... ESR-3455 " ' " '' ........................ ESR-3455 - ........... I .... � .. . ....... - ........ 1213112020 --J� i " - - M STA24 MSrA36 FL10852-9 FI-1 0652.9 ESR-2105 -1 ESR-2105 - ...... �� ...... -.1.1-I.-I .... ... .. 12(31/2020 -1-1-1-1 ... -1 ..... -.1 ... .... ..... I 12131/2020 .. ..... I ..... I .... 11 A. WOOD CONNECTORS I USP Structural Conn. see chart ------- ' - ---- AN646IRS Simpson Striong-Tie see chart I Quallity Assurance Approved for Use Approved for Use Impact Deakin Sea # Product Model. Number or Name Product Description Contract expiration Date In HlVHZ Outside HVHZ Resistant Pressure I0.032&quot; Aluminum 5VCrImp Min 0.032&quot; 5 VCri.p Aluminum Roof Panel 04/12/2024 No Yes N/A -NIA/ over 15M2&quot; Plywood -108.6PSF 2 0-032&quot: Aluminum Gulf Lok Min 0.032&quot; Auminum Gulf Lok 16&quot: Wide 04112/2024 No Yes NIA -N/A/ RoofPanel Over 15/32&cluot; Plywood -116.OPSF 3 1 &quot; 24ga. Gulf snap Uquot; Gu[fSnap 24 Ga. 17&quot; wide Roof Panel 04/1212024 Yes Yes N/A -N/A/--1 31.OPS war 15f32&quot; Plywood 4 1 &quol 24ga. Versal-oc Uquot; VersaLcc, 24ga 16.5&quot; Wide Roof Panel 04/12d2024 Yes Yes NIA -NYA1 over 15/32&quot; Plywood -IX-5PSF 5 1&quoi Versal-oc.032&cil Aluminum I&quot; Versal-oc min.032&quot; Aluminum war 04/1212024 Yes Yes N/A -NJA/ I5/32&quot; Plywood -101.OPSF 6 1.5&quot; 24ga. Gulf Snap 1.5&quot; Gulf Snap 24ga. 1 6&quot; Wide Roof 04112r2O24 Yes Yes N/A INIA( Panel over 15132&quot; Plywood -116.OPSF 7 1.5&quot; 24ga. VersaLoc 1.5&quot; VersaLoc min 24ga. 16&quot; wide Roof 04/IZ2024 Yes Yes N/A +N/A/ Panel over 15/32&quot; Plywood -123.5PSF 8 2&quot; 24ga. Megal-oc Min 24 Ga. 2&quot; Megal-oc 18&quot: wide Roof 04/1212024 No Yes N/A ,NIAJ Panelover 15/32&quot; Plywood -108.5PSF 9 24 Ga. Gulf LON min 24 Ga. Gulf Lok 16&quot� Wide over 15J32&quot; 04112r2O24 No Yes N/A -N/A1-913.7PSF Pywood 10 24 Ga. Gulf Seam Min 24 Ga, Gulf Seam 16&quot; Wide Roof Panel 04112(2024 No Yes N/A -N/AJ-93.5PSF over 1x4 wood Pufins over 15/32&quot; Plywood i `1 24 Ga. Gulf Seam Min 24 Ga. Gulf Seem, I 3/4&qud; Snap Lock, 04/1212024 NO Yes N/A -NIA/ 18&quot; Wde Roof Panel over 15132&quot; Plywood -108.5PSF 12 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp Roof Panel over 15132&qu ot; 041IM024 Yes Yes N/A +N/A/ Plywood -156�5PSF 3 26 Ga. 5V on p Min 26 Ga. 5V Crimp Over I 5/32&quot; Plywood 04112aO24 No Yes N/A -NW-131.PGF I m 14 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp Roor Panel over 1 x4 Wood 04/12nO24 No Yes N/A +l Purfinswar 15/32&quot; Plywood -156.5PSF 15 26 Ga. Gulf Lok Min 26 Ga. Gulf Lok 16&quot: Wide Roof Parel over 04/12t2O24 Yes Yes NIA ,NJA/ lM2&quot; Plywood -161.OPSF 16 26 Go. Gulf Lok Min 26 Ga. Gulf Lok 16&quot; Wide Roof Panel over 0411212024 No Yes N/A +NJAI-63.5PSF 15/32&quot; Plywood 17 26 Ga. GulfPBR Min 26 Ga. Gulf PBR Roof Panel aver 15/32&quot; 04/1212024 No Yes N/A -NIAJ Plywood -15C7PSF ............... I .... I ... � ........ I ..... - ...... � ................. I ....... � ......... MSTC40 .11 .......... . ..... 1� ..... 111.1-1-1111-1.1.1 ...... . ..... I . .. . ............. MSTC52 .... 11 ... I.- ........ � ..... -.- ...... - .. . .. . .................. � ............ MTW12 ............................. k�. ... I ... I ..... I... ..... I- - ...... ... I ................ . ........... ..... .... MTW1� ............... .... .... . � .................... � ................................ . .............................. - ........... FL17244.26 ... . ....... I ..... . ..... � .... --.1-1- .......... I ...... � .... ..........., ....... --.. .. FI-17244�26 -- ... ...-I ... �1 ..... . ................ I ... . ..... 11 ................. . ... .............. -1-1-1 FL17244.8 I ......... - .... 1- ...... -, Uy� I... ... I... ... - ......... I ...... I .. .8 I .......... . ........... I .............. -- ..... ........ . .. I-- ......... ­ " * .... .... .. F1-117244�8 ..I. -I ...... . ..................... � ...... I ................................ I .. ........ � ........... . ........................ � . ........ � ............................. ESR-3455 ................. -- ... I...., ... � ... � .......... I ... - ........ I ......... . . ----.1 ... I ...... � ...... . .... I ........ ... . ... . ..... � .......... � . . ....... ESR-3455 ..... I . ..... � . ... - ... . ......... � ... -1 .... - ....... -1 ..... ----- ... -1 . .............. . .... � .................. .... .. � ............ . ... ESR-3455 .... .... . . ....... ...... . ... I ............. I .......... � ... --- ..... I ...... . ...... I ....... I ................. I ............... --, .... 1-1 ... -1--.1 --- ESR-3455 ........ I .... � .......... I .... I... .................... I.- .... I .... . ......... -....-.1.1-1 ..... . ......... ESR-3455 ....... . . ............. "­­­­----- ........ ..... 1. ............. ... 1- ... 12/31/2020 ......... I .... I ....... . � .. ... 12131126�6 . .......... -.- ... � .... - ......... 1213112020 I ...... .... I ...... I ..... . --.1- 1213112020 - f i-ii .. - MSTC40 MSTC52 MTS12 MT516 - MTSIS FL10W.11 RAID852,11 FL10456-33 FL10456.34 FI-10456�35 ESR-2105 ESR-2105 -- ESR-2813 ESR-2613 . ESR-2613 12131/2020 I..., .... - ........... � ... I ...... -1- 12/3112020 i��i�6jci7 ................. I ..... 1�ijj/2020 ................. � .............. - ..... ... �, 1213112020 CIO L. B . TRUSS PLATES 11W Building Components Alpine Truss Plates FI-1 999.1 - FL1 999.4 N/A 12/31/2020 MITek Industries, Inc. Truss Plates FI-2197,1 - FI-2197�5 N/A I 111/2023 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FLB527.1 - FI-6527�5 N/A 3131/2021 _ D. MATERIAL Cast -Crate Corp. High Strength Concrete Lintels FU 58.1 N/A 5121/2022 MTW20 ... I ................. . ........ I ................................. ............... � . MUGTI5 FI-1 7244.8 ...... I ........ - . ..... - ................................................ . ...................... FI-17240.5 ESR-3455 .......................... . - .. ... .... .... ..... � .... � ..... . ........... . ...... . ....... � ............................. . ................... �- ... . ...... . ............ - ESR-3447 1213112020 � ............. . .. . ........................ 12/3112020 MTS201 MGT FI-104515.3195, FI-1 1470-9 ESR-2613 SIM200803 1213112D2D ... i�6ii , - Commercial Concrete Products, Inc, High Strength Concrete I-Intels FLI 774 N/A 5/25/2024 NFM35XI2 � ... . .... � ..................... � ............ � ............................... ... �� . NFM35X16U FI-578.2 ........ I ................. I .............................. I ... . .... I ................ � ...... . .... I .... FI-57&3 .. � ........... -1 ...... - ........................... !�4�!! ..�-. . ................ � ....... � ........ . ............ Evaluation Report 1931[2020 .... I .... - ..... I-- ..... I .... ---. 1213112020 MBRA21-5611125 MBHA15U1l6 FL1 3904.6 FL1 39006 ESR-2516 ESR-2616 I 1261!�RWO ..... i ij��11 . T- PAU," .......... � ..... � . . ............ Aiwb6 .... .. ...... - ... � .... . .. - ....... . i�--- .... -1 ... - .. ...................... . ........... I ............................ . .................. PH)U3516 - .... .. 1.1-1-1-1 ....... . . ......... -- ..... -- .... . ...... � RFUS ..... I .......... � ........ - ........ I.., . ........... . ............. - ..... ...... RS150 ............................ � .... i�i 9 .. .... * . ...... ......... ..... - ..... ....... . ......... � .................................. I .... - .... - ...... RT16-2 .... ........ I ...... �.. . .......... . ................ � ...................... ....... RT16A FL17239-13 . * . ... ... . . ........... F, C-1 --- 7,2, ... 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Guffll Min 26 Ga- Gu#Rib war bo4 Wood Puffins over 04112r2O24 NO Yes NIA -1 15f32&cluot; Plywood -164-2PSF 22 20 Ca- Gull Min 26 Ga. Guli over 1 SG2&quct; Plywood 041120M No Yes, NIA -1 -159.2PSF 23 26 r3a. GulfRib Min 26 Ga- GLNRIb mar 15M&quct: Plywood! OU12=4 Yes' Yes NIA -NIAJ -159.2psF ............................. I ..... ---. ....................... �- ... � ........ SUH24 .............. - .... .... ... -- ............ - ... 11 .... - .... I. FL17232-1j'­-­­ ­ ....... 1- ... I ........ � .......................... I .......... � ............. . ... 1. ....... ..", ... . .... 1- ... I ... - . . ............... * . . ... ......... ESR-3"5 ... i�ijli��' HHUS28-2 FL1 0655,3 ESR-2549 f Mi �6' =3 -f--o a) a) = W M THD28 .... .......... I ............ i� ................... I ..... I ... ----- 1-1- ­r'....-I. - ... I FL17232-16 ....................... I ... 11 ... ��.i ..... � ...................... ESR-3445 .1 ........... ....... . .. I ......... 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IL FL2033-1 ESR-3445 ........ . .......... ---- . . .......... � ..... -, ...... � .. ....................... . ............ � ........................................... . ..... ESR-3445 ..... L .................... . .. . . I ........ -.1- ... -- ......... . ...... -.1 ..... . ......... �- ..... -.1 . . .... I ..... -1-111-111'.1 ........ . . ....... . ..... Evaluation Report 12/31/2= I ......... I ........... ......... I ... I ..... 12/3112020 .... i �ij'0 MSTAM24 MSTAM36 ­MSTCM40 R-1147119 FL11473.19 R-11473-19 SIM200802 SIM200802 - W2008Cl2 12/31f2020 I ........ I ................................... 12/3112020 - i�iM'i��- 24 26 Ga. Gull Min 26 Ga. Gu#Rib Over 10 Wood Purtins am 04112r2U24 Yes Yes N/A -NIN 15r32&quct Plywood ; -1641PSF 25 29 Co. Gull Man 29 Ga. Guffll Over I x4 WOW Purfins over 041122024 No Yes, NIA -NhV 15132&quat; Plyiwood -123.5PSF 26 29 Ga. Gull Min 29 Ga. Gul over 15r32&quot; Plywood 014fi2r2024 No Yes N/A -NIAJ -146.OPSF ... 1.1-1111.1 ........ I ..... 110. H. 6... ......... .......- ... ...1-1.1- ...... -1 ........... . .T§ .. ....... � ........................ I ... ,5 ................ ......... ............ I ........ � .... -....- ................... I .... I ... L ................ I ........ . . Ll ... ...... ... ....... � .................... I ....... ER-0200 .......................... � ... I ... I .. . ..... 1213112020 HHETA20 FLI 1473.9 SM200802 '- ........... . .. � ........... � ... L ....... 12J31/2020 . � CIO > > 0 " CL I ..... ........................ L ...... � ........... L ...... --­ ......... ...... .. � . - ........ � ... .... -1 .......... ........ : ......... L ........ L . . ......... � ...... � .... � ............. � ......... � ............. � ................................... 1- LGT3-SDS25 FLI 14703 SIM200803 1�dii , I ... I .... 1­1 .................... . ........ ...... � .... � ... ­ ........ I ..... I ...... - .. 1-1 ..... I ........ .............. L ............. .. . ............ . .... . . ........ I ... � .... . .... - .... I.- ............ � ... ....... I ..... . .... . .............................. . .... .... � .... � ... ­­ ...... 11 .... 1� ... I . ... � .... L ..... -1 ... I .......... I ....... - LGUM26-2 FI-1147112 SM200802 - - ... L ...... L­1 ..... L ............. L ...... L' IV311202D - - - - - - - 27 29 Ga. GulfRito Win 29 Ga. GulfRib mar 1x4 Wood Puffins oar 0411221024 No Yes NIA -NIAJ 71169cluct; 0,S-B- -101-OPSF 28 29 Ga. Gull Lin 29 Ga- GtMib Over 711 6&quot 0.8.11 04/1122024 NO Yes N/A -NIAI -116.0PSF 0 O- < - - - - - - " 4--J 0 = Search CrIftiarla Cod Version: 2017 FL* 11651 App:catlon TVl ALL Product Mandiacturer ALL Category: ALL Subcategory: ALL -0 0 i i i i i Application Status: ALL Compiltarevi IfiethOd: ALL L- Quality Assurance aridity Contract Expired. ALL Product Model, Number or Name: ALL I Product Description: ALL Approved facuse In HVHZ: ALL 0- Approved far use outside Ill ALL Impact Resistant: ALL < Deslan Pressurm ALL Me From: ALL (D Ciata To: ALL a) .. -.-.-... -- -0--i (.) M M 11 ag 01 !ii anil � 11! : i im ii ; q i il liggii '':;;i , ; I ;ii I : ; i I i I i i :; i i; I i I I ;; FAIMM code Entity or pas Date Date Pendlna Date I= Version Manufacturer Contact 9MLIPAILLUMM Validated By Submitted FBC Appraval An,raved Status Revision 2017 Smart Vent Products, Inc. Michael Graham Hermes F. Norerc, P. E. Locke Bowden P.E. 08/17/2018 08/17/2018 08123/2018 10108/2018 Approved =3 < Category: Structural Components (877) 441-8368 PE-73778 (334) 300-1800 0- IlubCategory; Products Introduced as a Result of info@smaTtvent.com law Technology -0 �-- Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Quality Assul Approved for Use Aporoved for Use Impact Deslan Iipal Product Model, N Resistant 1 Sm nivent Mode� #1 540-511 0 Du:� Function Ftd and Ven2ficn Vent 12131r2020 Yes Yes NIA ,1001-100 2 Sm:rtVent Mode #1540-5 1 Du Function F cod and ventl ation Vent 12/311=20 Yes Yes N/A -1001-100 3 SmartVentModeI#1540-!j20 Insulated Flood Vent 1213112020 Yes Yes NIA -1001-100 I 0 " L- ICU W = :5i = < (D :;7 4 Smartvent Model #1 540-521 Insulated Flood Vent 12/3112020 Yes Yes NIA +1001-100 5 SmartVent Model #1540-524 16&quot; Garage Door Flood Vent 12131f2020 Yes Yes NIA N/A 6 Smadvent Mod:� #1 540-570 Wood Wall Insulated Flood Vent 12/3112020 Yes Yes NIA +100/-100 --i z < 7 SmartVent Mod #1540-574 14.5&ctuot; Garage Door Flood Vent 12/31t2020 Yes Yes NIA NIA __J a- . SHEET NO. I I I I PA 1.0 N �a � > .- Q -1-- L C = Q 0 Q% /�� nL ��J ­0 �•�• • ��t� V/ U .�■ (n /� `v U L /•� O CL Y. O � •O � M O �+ s.}� a,^ \V O V I E (n O M'g. coN V CU ^ �.i (JJ i�4 Cn _ //�� co O L Q, Florida Department of Business & Professional Regulation Pegs l of Building Codes and Standards 12H2/2916 Product Approval pp Application Detail Florida Department of Business & Professional Regulation Page 36r a' Building Codes and Standards 12M212018' Product Approval Application Detail Florids Department of Business & Professional Regulation Flee I a I Building Codes and Standards + ■+a Product Approval Applcadon Detail Florida Department of Business & Professional Regulation Page I of I Building Codes and Standards Wall Product Approval Application Detail raft Entltvor - - 9111 2& Date Pending Past Vemlon Manufacturer ContactEngineer&Lleenae Vaildeled ev ValMded Submitted FBC Approval Aborovsd status Revision 2017 Therms-Tru Corporation Rick Wright Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 10/152017 07/122017 101 12/12/2017 Approves Celeppryl F�derter Doors (419)29B-1740 PE-43409 (913)76F6555 SubCatagary: SMnging Exterior Door Assemblies rickvr�twbldgcensutiants. com pllansa Method: enthral. Report from a com Florida Registered Archned or a Licensed Florida professional Engineer FLs2paa1.A3 ducts :: . , ,.., Ouanty Assurance. Approvadfor Uea A brovedfbr Uee Impact. Deslon Spot 1'lptlud Modal. Number pr Name Product Doacrtotlon Contract Expiration Date In�g Outside HVHZ Resistant Preasura 1 e. Thonma-Tru Fiber -Clean and smoothstm Nominal 6&#39;e&quotNon-Impact&quot; Opaque 121312020 No Yes No WA Composite Edge Fiberglass Slrgle Door 0m;M/Dut ngsMlg; X conligum0un) 6 1. Thermo-Tru Fber-Classic and Smooth-Sler Nominal W4399 quotNon-Impect&quct; Opaque 12/372020 No Yes No N/A Code. Entltvor - oaty 2111, Dtependinp 221 T4 Wrelon Manufacturer Conttet Enalneer&Llcerree Yalldan By �j�ideled Submitted F6C A-i-I Aoo=o,ed status Revlslon. 2077 Therms-TrU CPrpareliml Rick WI'Ight Lyndon F: SchmlM, P.E. Ryan J. rdng, P.E.. ty132017 12M312017: 12212017 02J13Pd01Q Approved Category: Corpoxterlor Doors Rick Wright g Lyndon F. (813)767-8555 Subcategory: sMnging Exterior Door Assemblies ridovQvbldgeonsukards. Compliance Method: EV Iuatipn Report froma com Florida Registered Archaed or a Licensed Florida Professional Engineer .- OuaIINAssurance Approved for Use Approved for Use act Design Sep a Product Model, Number or Name Product Deacriodon Ca.ract Exwintlon Data I H Ouside HVHZ $SElfSarS PJe�pgLa 1 a. Therma-Tnl Fiber -Classic and Smooth -Star Nominal 6&A9,0&quo(Non-Impact&quot; Opaque 12/312021 No Yes No WA Composite: Edge Fiberglass Single Dow QnsYAng/Oulscmmguraeol Mrg;X 8 f''t -lgab ar 20 go - go ma � � � � Revision 2817 Thamr-Tru Corporation RIdINMpht NatlmelAxaWaNbn& Ryan J. king, P.E 1212=17 eor212a17 12/272017 Approved Csbgmyl Etdsdar Dome (419)2WIT40 Mar"aw nt laatibb (913)787-SM SWCehpoy: Swiping Et®nbr Dow Assemblies ddtWQmbWgaonsuMtMs' Comolow Llodm&Commandant Mrs or Us" Comm gat ,Li- � 21" Iles.! iatmii 1 1 PIlNIa1 d lbslgWs Dom a4lh 12031=1 No Yes No WA 1 a.&quokClMel6m;BNd ar CrWMgnt and by q WOpaque sod climbed Thwma Tndquat and vdthWt Sdease. Imp" and Glweg l 29 M � � jumdRus � � � Revbbn 2017 Therm■-Tru Corporation Rid Vidight WtlonalAwvadlistiI Ryon J. OV, P-E 1T11=17 0=12017 17222017 Approved Cahgpryr EdoW Door (410)208.1740 Management lnoMuNr (813)7818555 aubCalopmy' Sh"Ing Exhisdor Do" Amsterdam dcloNfjrwbldg-lams' ComplW Mdhod: Gnflicotlal Mad ar Lkting com Plefaapa.N4 PMmrala l� J� >�l h1EAJi I Ytli Passam 5 e-aquotamclMh-Smlquol and &B thwtendmwdc by 60 and W Opaque ut allocated FamWarid, Dom 12/31=1 No Yes No WA Th®nrla-Tv6gtak nd aWithout WMOIML Ianwhg and Cohering Composite Edge Fiberglass Single Dom (InsMng/Oubrift Xclxmguranon) 6 f. Therm-Tru Flier -Classic and Smooth -Star Nominal 8W9;0&quotVwHmpad&quot: Opaque 12l312021 No Yes No NIA Composae Edge Fiberglass Single Door pnswing,'OulsAng; X cmniluranon) 9 I. Tnerril Fber-Classic and Smooth -Star Nominal 6&11 &quotNon-Impact&goof. Glazed 12/312020 No Yes No N/A Composite Edge Fiberglass Single Door 0-ving/outsvdng, X configuration). 9 I. Therme-Tru Fiber -Classic and Smooth -Star Nominal S8d139;8 &quot Non-Impact&quol; Glezed 12/312021 No Yes No NIA Composts Edge Fiberglass Slrgie Door (InewingiCulaMrg; X configuration) 14 In. Therma-Tru Flber-Classic and Smooh-Star Nominal 8&N390 &quptNoo-lmpad&goof Glazed 12/312020 No Yes No N/A Composite Edge.Flbergass Single;Dgor n. arms r- s ca or u on -ape qu ;. ez as ComposSeEdge FibetgassSingle Door (InsMngrDulsWIn9:X configuration) onsNngKktlsXconfigumn) 1 4 Florida Department of Business & Professional Regulation Pape2 bf 2 Florida Departnent of Business & Professional Regulation Page, 1 at Florida Department of Business & Professional Regulation Page 1 aI Florida Department of Business & Professional Regulation Pros I al Building Codes and Standards 1201214 Building Codes and Standards ue2me Building Codes and Standards lnvrme Building Codes and Standards immix Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval ApplkWm Detail rH 332.a5Rrnrwch Sena _FLIN Product Model. 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By 2W a 20 Vmbdabd Substrates! pmpmwkw gist )g ill Apoomd Ell 2 a I1Ma Ytmim 1 1118 .gt •44� YImdbd BY paia 20 da I YdW" 1JIlistiM FW.d0urivivill Am& 1 2 3 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM$Go REINFORCED SERIES 42DALUMINUM SGD OXO 12/12020 145374&quotx80&qua NON -REINFORCED SERIES 420 ALUMINUM SGO Ox XO, XX 12MI2020 96&qud,x8O&qua;NON-REINFORCED SERIES 42D ALUMINUM SGD REINFORCED:CXO 12YJ12020 145.3143q uoto96&quota No Yes No Yes No Yes No No No N/A N/A N/A R&VWW 2017 Clam aundkg Prodcts Conpww CMepry: Eluerbr Dom *MCabpW aetaDrlal Ed9tW DoorA"WMW Co.WrArpe ill~ CartlSptlon Mark orLbtlg MwkVMMfbw Imerbk Tea" Service NA, Guy Pdetller (513)T7080112 hp- (513)51&85% rlavarsrSNtlQldoppy cwrnl 112W2017 0111H02007 1210S2017 Approved Revision 2017 Ctm Buaag prockwas Comm caMgery: Exterior Dom awh+labawy: $adbnel TClhltwr OoprAasenegss Co.4se, illolhod Datiecedm Mark or Listing Mark4gasbwbM kasdekTm"Services NA, Cary PfreNer (5/3)7101 Inc, (513)519-M �Y•110111 11/2g2017 OBrla2ml 120612017 Approved Revision 2017 Produces POT humsmu Calsaay: Exlmlpr Dona et ecwporr-SMhg EaselDoorAaaslNaea Compliance Nlatllok CarMcmdm Mark m Lbft Dams Work mwrkooda occo-CER MkWAOads BCCD-VAL (941)48UlCO (736)315,WW druadpppadwhW.om o 1220.2017 1128r2017 122A2017 Approved 4 SERIES 420ALUMINUM SGo REINFORCED SERIES 420ALUMINUM SGO REINFORCED OX. 121J12020 No Yes No NIA Fmiu9mpmdLwbPLMI4126 XD,.XX 96&quoIx96&qua; Aemovdfar Use hand Deal A A .Iha bum Allies Quasar A A Use � Dallas 5 SERIES 420ALUMINUMSGD..REINFORCED SERIE5420ALUMINUMSGD REINFORCED XXX i2t392020 143aquotx�&qua; No Yes No NIA awl 37 037 W549 PAN-2F151: 84A, 94, 73, 75, IBM. 190.78, 70141RST, 4RSF, SM, SRSF', 2FI 48, 412, 66 488, Steel Pan (min. 25 as.) Skgk-Car (up b OV Ivitle) 0&21rom WINDCODE&e174; YV6 Grape Dom 10.E t No Yes � No pftmuS -30 PSFF92 P9F fen! W 053Imill PAN-2F163: BI S4, 73, 75, 15g0, 190, 4RST, 41113F, 111I SRSF, 49, 42, 55k 488, 42B, 00, ODES. S" Pan (min. E5 WJ DoubkM.ar (S2'to I6V 08121)= Wide) NINDCW, F-8et74; W60araget Dom 161g91i !L No !� Yes No P� -30 P&?-30 PSF Jul 10 BOD-5870 (Ergo Now$ Impact) Vinyl Slkli g OWa Door 01114=1 la.� aa� � YK Yes YM WA 4213, SS.q, 0033, GNriBV, arias, ORSBV, ARMS, AR69Y, 0DSW, (ERAS' , GRSBV, ARSE, ARBSV, ED5S, EDSSV EDW ED58V Florida Department of Business & Professional Regulation peel l ai Building Codes and Standards 116=4 Flo rids Department of Business & Professional Regulation Pane za3 Building Codes and Standards 120=2a Florida Department of Business & Professional Regulation page I a I Building Codes and Standards IffiI Florida Department of Buekasa & Professional Regulation Page I a I Building Codes and Standards 11,620111 Product Approval Application Detail Product Approval Application Detail Product Approval Appllcatlon Detail Product Approval Application Detail al nlsn a7 P alrxga�Ls d g 9�279M Sells min W&MM Revision =7 Vmukdw CURRIES DNb10n of AAM Im CMag■rn EAIW Doors �� Castellani NWm* Csrd6oWmLWk at LMg Eaftor lnoinm3Jiaonw WldMbdM Dedla oave LR Luc Ted Berri PE (Bel) 494.2844 (306) U6 4707 de.de�ommblor,o III Mb 2MR Deis Panama Validated submwAd FWAtMOVAI 1113102017 102812017 no ALMrmMd 1206=7 AMA Approved Ross Must Revbbn 2017 Chlpay Building Phod uts Company ry: excDoea SOC&spry. Sectional Edador DowFoMrtIW CcinesMaeedl Grtlass4arMark or Listing Enter or V by Mark VAnterield Into lei Testing Senses NA. Gary Pfuell (67 )77080tp(63)8194 20 21k 112e2017 06,102017 21k 12005 17 Approval 22L min Wwbbn 2D17 claim BWldhg Products owwww EstimatorDowAaamnng CwpHYYIwd CrtlAaelon Maim LWIg Eaif.% Mad NYMmMIII Intedsk Tea" Services NA, Gary PWW � (513)610 nNabMdodOaom 22M 21b tam 0M M 1120=17 0&102m7 12105121117 Approved QUvI Assurance PP or se Approved Tor Lee .pact 201ga sap# Product Model. Number or Name Product D1,11on Contract Emigration Date In.HVKZ Outside HVHZ Resistant $lssur, 2 185 SH 5202 Fin/Rimga Frame IG/SG Single Hung 1OICBM23 No Yes No t601-50 Laminated Glace F1a17a17417 Predaefa alw Ammonites, AoorovodftrtW IfADM palm FLtf8l7&M Produces QvgAW Amonme As iUAW AmmMdibr Basset ! A krdad psalm IS - Eas! 1 807, 707, 727,147, and $47 Single and Pals of Dome Flush, Ghsad, esd Lowered shngb and pairs of 12314!= iwbrr MM doors. InWAU Otftift III Yes Yes low" Yes Proem WA A" 95 005 Will PAN-2F163: 73, 75,114A, 94, 42, 48, 42B,46B, 4RS1', SPOT, GI QRSS, ARMS, EDO Product Wearisome Qualified EmWndion pa steel Pan (nln. 25 OIL) Sago -Car (up b 9'0' ahb) 0512112028 VInNDCODE110174; IMS GMpe Dom in Oukulbymz. No OWA= Yeo No P.nsMIR e38 PSF/-42 PaF 9gaf 102 1021MS-16 PAN-2F763: 73, 75, 84A, 04, 42, 46, 428, 48B, 4mr, aRST, GDas, GFI Allies, Ease P Steel Pan (min. 25 ga) Douldhe r (07 to 167 061212m Mds) VANDCODE110174: Wit Garage Dom In NI SaalddlHVHZ PJ No Yes NO -37 PSFM1 PSF CD Florida Department of SwIness & Professional Regulation Pxga2 pre Florida Department of Business & Professional Regulation Page 2v12 Florida Department Of Business & Professional Regulation Ii e.1 a I Florida Department of Business & Professional Regulation Pape 1 oI2 O Building Codes and Standards 1=2D2a Building Codes and Standards 527r2i= Building Codes and Standard +M2o1e Building Codes and Standards 1202020 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail ta 8,�ffi FLR1.5.E`dt•[ZPloduds ' . .,. :. , -. -, '. > : ,. ._ ., .; ; +, �.,•.'1. C_ty ] YffiM41t Revision 2017 Manuacttrrar MI Windows end Dods Category: Wind- Subcategory: Fixed Compliance Method: Certification Mane a Llsdng Entity contact Enolnaer&D<arWa Valllaetl By Brent Salinger Amedan Anchkedural Stevan W Udd,, PE (717)355.3300 Manufecturers Aesocatlon (71n 317-8454 bslanger*mWd-cam l bmiff DoraP r VW Validated 3Blgmittgg FBC Aggrowl OSM412DIS 06A42D19 Dal. Aomovad OSX17i2m5 s�ptyv, Approved cotle T7(aa� Revision 2017 a PGT�iiii=e Windows Subcategory: Sumpllars Flied Compliance Method: CatiAcetlon Mark aLMln9 Entire or %gat�gt nee Validated Bin le Jena RosowsM Muds.... a icense ER Miadaed BBCCO-VAL CCO (941)4IJQpg0 f786)315-2590 tom owsM�Rglindustrlas:a o&ta Va11d'aled p FSDerCAod-elclino D22520 FBC Adomval 20 01272020 pas Apptg�j 07J28/2020 Attu Approved � 1Ya! 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Yes N. -601-60 7 Bl1.6600 (Ergs Missile h issaQ Vinyl Singh Huig Wkxlow 0713OFM Yes Yes Yes WA Florida Department of Business & Professional Regulation Building Cafes and Standards Pap.+at +alsma Florida Department of Business & Professional Regulation Building Codes and Standards Page I of 1120=0 Florida DepaMlant of Business & Protessiala( Repletion Building Codes and Standards Page t a I I/r20111 Florida Department of Buskross & Professional Rapidan Building Codes and Standards paps t ai 102010 O 'e 0 Product Approval Appikatbn Detail Product Approval Application Detail Product Approval Application Detall Product Approval Application Detail ems+ 1 mms Vmon Revblon 2a7 M.LdaGw- Themr-TruxWWDom Cabpmy: Edorbr Doors ereGlspwryrBWinphg Exterior DoorAeserrblba CompCompliancenMWwd Evaluation Report ban a Florida. RegiNael Amhged or a Licensed FWM Prolwbnal enpeer Sales EmMsntiLJra xdwdm-fet Rik "11*1 PLyndon F..E4UW ScfntIOL P.E. Ryon llgg, P.E. (419)2Ba-t740 PE4340B (813)767-0666 �suhsn+a Cant mild" Euisrost FBOAMVVW 10.N&2W7 1a'182017 iW27/T017 Axel 12J1T2017 AMR Approval .. PLti50S3.R±f:PFddueta . .,. - 'ry Oualkv Asswerxe `::_ Apmovad far Us, Aooroved for use " 11 HVHZ .- IM232L 22wm BJf�il Imt YnWm Rw4kW 2017 PLa2614L11 Predoob 8aa! l POT kKkawn Classier. Villindoas euacwemy: Mnntlma CoMparrce MWw@ CenMadon Mork W Listinglrae g linft8 S� Lo�u3Llsams VWW bdBy Dean Ruark Mhnw)ada9000-CER MhmFDaWBCCO-VAL d�tnurkapptlntlustrW.wom (1" 31b-2680 Rik no YNMa1W III 12/05=17 IIM&WI7 Use Aoarovedb In HVHZ ! 2111aftaft 20 FINGAmmW A�fMd i2/mil Uss (fit Iwo Approed idE 2Phalluses Premiums, !3a]tt57�S !ice Ina YaMMa Revision 2017 lbtm Jrrr Hadlis& aProducts, ha. BrdCsypory: SMYg CmnpRemoval: Evsuatbrt Report from a Florida > or ■ limped Fbdds I H pg� BrALin taLks Wgdatedalr PlgaMng Zia Ronald 1. Opera John SOUNOW, P.E.OBI252017 Paghg�l■mssl■r 5.2411 (362)367-2625 dh.com Do Do RdLboa a 21M !!� S 1 AmmMi AMR O&Omi7 062111 17 10/10'1 MiPmfed `v �j L_ ii L 2 5764 Vsmal Aluminum Mullion 12312020 No Yes Yes N/A Egg! Prodwt Model. timber Aar In HM out" lam Rolon1 Muaonsforty Duesaed Ygkdowo Abmimm MuamM 06262021 Yea Yes Yss WA ! Qukft A� P� AppromM a,, Use Approved fair Use 1� N In E 1 a. &quct�, &patSM ODOOM&pak. 86a3P,5 &quotWVWMuet G Mad Fbwglaoa 12131=1 No Yet Yes WA 1 Canphnk Lisp Sliding tesnanted by eidbg 177512020 Yes Yee WA WA CU &qu*cmuwcraNquok a &quotCWokCraft &rob Dom-pD kewlg w OulaMeg Coagumtlpn �`E Rtetic&gk/on: J fassell 0 0 0- Florida Department of Business & Professional Regulation Building Codes and Standards pass 1 al IrMa Florida Departrrlent of Business & Professional Regulation Building Cases and Standards Page I itI +/mis Florida Department of Business & Professional Regulation Building Codes and Standards P pa I a I 11e201e of Business & Professional Regulation Florida Departmentce Building Codes and Standards f a I pa 1aV2o1e V (�' ^ Product Approval Application Detail Product Approval Application Detail Product Approval Appikafton Detall Product Approval Application Detail W I9 3192-M Flslafaaa Rllorrsm Ba1527M t�tla ]ems Iarsgu Revision 2017 SfMLIduOta[ Janes Handle Buk" Products, taw Category: Farm Wens S■acsdro■+y: adhg Comptlorwa Matiwe E1e0redorn Report from a Florida Regble+edArdlgoc, ora Licensed Fords Professional Eo*w E W,or corad EnnhworLLkwm Validated IN Pk*Wmg Zhu Ronald I.Oeays John Soutied, PJS. (909) 349.2827 PE-24121 (31M 367.2148 pkVdwr jhUC aneahor dh.cpm pit 20 Data P,,dkw VaNdld jigisaftj PINGAmaMl DB2&2D77 09100=7 OaI M17 go Amsaxd t0M02017 BOOM Approval gall IDma YMtlm Revhim 2017 1 Janes Nattlb Bugtlkrp Pmtluds, kw catemory: PORN Wage &&C.rpmy: SkiMg Cowq& w II I EwiwtM Report town a Flieda Reghlnad Arched or a Ilcemed Flmide Pmbmd pal Engineer Mgt aminwaLka We, Be Fiscal Zhu Ronald 1. oge John Sadtlard, P.E- W%340.2027 PE-24121 (962) 397A128 p s+gINIGOD*" die.Com gala Mk 1 Y&IIYYd llAmgai FMAMmM W25I OBIO MI? DB./2N2017 pis Amraml IOMOO17 AM& Approved SR& 110112 Maim Ravhbrr 2017 M&rAdighM AtNde Cooper. ery. Panty Wes aleQMegmy: Sawa Caa4asasa rsaawd Ewiwten Repot hvn • Florida RapWeed Architect or, a Uxamed Floride Prosm aanN Engineer E1lt.Lg[ cmlMt Y>dNdsmmt Nick Thompson Lyndon F. Schmidt, P.E. npan J- mug, P.E. (3M W-2309 PE43409 (813) 7874666 - ntilmppgn®aelde.Iwm Ida Wit Y !!&M%Ibd 1aA42017 1000311017 psis PWAommW Aaanatd 10/112017 12/122017 tmm Approved S96 ffit VINIM Revision 2017 MWAdhObW Akdrle Cahppry: PrW Weeks a Woos Campawwe IaaUwe Evaluation Report kom ■ Florida RegbI, - AmhbdoroLicensed FWWP Pr %Wwal Enginear ErAb Ise cordba Endnoffau� VWWGbd 111, Nick Thompson Lyndon F. Sdurnldt P.E. Ryan A King, P.E. (33g) On-23a9 K-43400 (013) 707-111 arm 291 20 Dab Pancffmg 20 YtlI+Wd FWAsarltva AMswmd ate 10104)2D17 tafaA2017 101112017 12AW017 Approved W C G Q z Ear! Product HadaL Nmbw at leaves 91M.y.A- P � A Jbe In Oubib lt�Itd ftembat p&gMB prose a IIsa3 PfodlwerodaLNumber orNow Produce DoearkWim AamweadbUes lafBRli QueskittlYlS IM"d -fit palm P"MLst FLOIC71M III Presents A Use In oomwirem 22 Ma 1 Eba! lL�LAag110Ka Aa�dtTL4Mt Anwoodbtbe Imgard DOOM In puwft IgZ 6uktMt pralwo Z Q 2 Hards~Lp Saalp 6Wr-omywt by Slav 121311tIM Yes YM WA WA 2 HwdMPIrIk LOPSAhg feer-mr lop abhg 12/312020 Yr Yes WA NM 1 a. 8,quoF2T&quot aoa8 Vemmsoedvmoson 123II&M No YM No WA 2 b. MpwtJuawxe T48gtat SOAK WN .aced Vi So6k 12131I No Yes No WA J 12- SHEET NO. PA 1.1 Florida Department of Business & Professional Regulation Pe9e3 pr3 Building Codes and Standards +R mzo Product Approval Application Detail Code Frd1tv or Rft Data Data pond at Mi= Version Manufacturer conLX1 Enalna,r&Licansa Validated By Validated Submitted FBC Arm—val Approved Status R.A.W 2017 GAF Michael Stich Robert Nieminen John W. Knezevich, PE 12/11/2019 1211IM19 12/IW019 ding FSG Appn Category: R-11ng (800)166-3411 PE-59186 (954) 772-8224 Su iCtegury: Asphalt Shingles matleh@ger— ort port from e liance Method: Evaluation Rep Fledda Registered Architect or a Licensed Florida Professional Engineer pLdtN124R25 Products � _a= ;: -' - j_: Lluallty Assurance Approved for Use Approved for Use Impact _ Wslan Sank Product Model Number a Name Product Descriotlan Contract Emlmilon Data In NVNZ Outside NVNZ Resistant Pressure 1 GAF Asphalt Roof Shingles Fiberglass reiirroroad 34ab, laminated, 54ab and 12/162022 No Yes N/A WA hipmoge asphalt shingles FLMMSM 220e lope Version mommictoff Revision 2017 L.V. Thompson, Inc, ter Thompson Araaaamrat Me1W Company(TAMOO) Cabpey: Recalls SubCYWory: Roo" Acceesotlw Mat ere n kaMpMl Pat d1M Rupag System ComplWw Method: Evaluation Report *ran a Fbdda RapbWad Architect or it Licensed Florida Pmfewiotd Enower alai Pmdml Modst.NumbworNarne 3 TAMCC OIMRWse Rod VemwMh Bdb Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail peat at laws EAM or a& Rene DabPMlm 21b Toy grkans Zachary R. Priest Loch Bowden 10`18/2D17 10/10=17 10M72017 12/122017 Approved (813)248-S466 PE-74021 W3DO-1800 Wnyoowrmtikodw.cam 9M LA MPepM tlmnfifiodfir[Ytl Approved IMSiM !Mold 21ME 28 ga. atafe and ventilator with Integrated Wlae OagWtDtB Yes Yes WA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I oft 1/2N2020 Florida Department of Business & Professional Regulation Paged as Florida Department of Business & Professional Regulation Peps 1 a1 Building Codes and Standards 112012020 Bulding Codes and Standards 1,54101e Product Approval Application Detail Product Approval Application Detail Code Entity or Data De. Dab Pending Date. ! S'BIk t(g no gAN pair literature, gal Tj Verson Manufacturer. Contact EnWneer311.1crmutyalidatedRi Validated Submitted PSCAioroyal. Appoved Stabs. tam 7hMIM VAAUkftM fed 1 y,ndaw,®( Y gAombm MADDAMM Aooroved Iwo Rewaion 2017 TAMKO Building Products, Inc. Keml Eden Zachary R. Priest Locke Bowden P.E. 10/192017 10105r2017 10120,2017 12M22017 Approved Revision 2017 LV. Thompson, lop. ribs Thompson Architectural Tory CMYhnen Zachary R PrIW Looke Bowden 10118f28t7 10111002017 10t17=17 12M2t2017 Approved Category: Roofing (417) 024.6044 PE-74021 (334) 300-1800 Metal company (TAMCO) (813) 248S48B PE-74M 1334) a0(1.1800 SnbCafagory: Underlayments kern eden@tsmko,com Caleger: Roolb Method: Evaluation Report from a Buboes": Roofing Accessories thid are anCorrpllance Florida Registered Architect or a Licensed Florida InteOrd Pemdthe Roofing Syslern Profaaicnel Engineer Cosgauree Mattock Evaluation Report fr m a . -. ,. , ,- . ._ �fusion FloftPr lorriRe Arahaxt ore l.leeneed Fbfka BegIt Product Model: Numbw Mama quatity Aasaance Product Oascrmtlon Contract Etmlratlon"a Anroved for Use Atwroved for Use Ind OW.Ida HVHZ aRststarrt Pressure feat An.mL1rM ABA IMMS 21ME InHWHZ aelmat messes 6 No 15 UL Asphalt saturated organic red 10118a021 Yes Yes N/A WA 1 TAMCm FIatTop OlfRldae Yemwah Saab for The 26 ga. Mace rod ventilation with ba8le 08A9rAn Yes Yea WA WA Florida Department of Business & Professional Regulation Building Coda and Standards Product Approval Application Detail pyelal 4mmfa 22112 EBtlhLor tide 1Mk )end 20 lope Ymkn wwrAftubmw Contact Enobanalken" YNme By YefdWd fddpalkd FING Amarovall Aplprove.d AMR Revision 2017 LV, Thompson, Inc. dui Thompson Architecture] Tony Clwdnan Zaduuy R. Priest Lodre Bowden IOMOO17 10/10/M7 101172017 12MV2017 Approved Mealb conpany(7AMCO) (918)248-3458 PE-74021 (334)300-1800 overall Rodktp wny4awnvbkodm-ccm 9ubCstegay: Rwfft Accessories got are an Intµpal Pam dine Roo" System ComplWae Matbori: Evaluatin Report hown a Fluke Registered ArOMbd or a Licensed Flaft Pmbuiowl Errylnea FMMSmptadmb awakAumm Acclaimedfor Use Approved lerlin IBM ROM fed.! il1HVHZ 2wmgLt= 1!!siobbt Pfoo$ e 4 TAMCO Roved Top Off -Ridge Vard with Use for Tlo 26 9L sure; mavanadorwith bade 0908" Yes Yes MIA WA Flonda Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel oft 1im2m Coda Entity or Data Data. Data Penciling Date Code Entity or Dot. Data Data PondltM Did.Ty,Q_e Verson Manufacturer Contact Engineer&Lderso Validated By Vagtlated Submmatl FBC Apotoval Approved status TMM Version Manufacturer nomad FUtdneee&Urinals. Valldtad By Validated Submitted FBCAnti AoorovedSlat Revision 2017 Boral Roaing Anderson Rosin IAPMO Uniform Evaluation GaryiM. Wolker 10/18/2017 10/06/2017 10212017 Approved Reylsion 2017 Global Protection Products, I.I.C. Tim Robinson WalterA TIM Jr., RE John W. Kne Ach, PE OSIOWO17 08 112017 CW112017 IZMZ2D17 Approved Category: Roofing (801) 380-6091 Services LLC. (205) B54-0160 Cdagory: shutters: (954) 689-7545 PE-44.187 (954) 772-6224 Subcategory: Reo4ng Tiles RcWn;Mdersw@boret.co StOcategpry: Storm Panels tim.robmson@gpPefn:coon Corrpllence Mehod: Evaluation Report mama in Compliance Method; Evaluation Report from a Product Evaluation Entity Florida R.gWara d Architect or e Licensed Fiends - , .,- -_ - Pr6(asoicnal Engineer FLIP 849R1TPratlucb. °"'x ,�,n : quality Assuradce Aoorovedfa Use A aoveri for Use Dislan,,:r. :_.., •: ,.- _: ::;. ',. - ,,, ,.. .., �, -, '.. .. -. . .o .^.:: ;:, c. �. .. -,,:< o �3_ Product Model Number a Name t uDescriptionContraM Product Oats In Outside HVHE - Pr sure es k Product Model. Nrrbber a Name ,�__� Product Descrlotlon OualltvAssurance wroved for Use A Contract Famlratlon Date In Z Aoaoved (ail Use Dutslde HVHZ Impala, Resistant kin I res- Pre su _3_r4 ul at,20 RM 3F.7y a ia- Rialto, ' .. o es 17 Saxony 900ount -Cry Slate, Hertford Slate; Shake, Slate, Flat Profile-Sttmmm, CA 121312020 No Yes NIA N/A 1 20 Gag. Gelvemzed.:Steel .Storm PenelsIHVHZ corrugated CWvanlzed Steel Storm Panels retained 1MIM20 Yes. Yes Yes'. WA SOlt Old English Thatch or not by tracks to provide hurricane protection. 18 Saxony 900- Country Slate,; Snake&amp; Slate Flat Profile - Heodersod, NV +2J312020 No Yes NIA N/A 19 Saxony 900 • Country Slate, Shake, Slate &amp: Split Flat Profil,• Lake Wale., FL 12J3U2020 No Yes NIA WA Shake 20 Saxony 900- Snake &amp; Slate Flat Profile - Lathrop., CA 123/2020 No Yes N/A WA 21 a Medium Profile- Demrsr o esNIA A 28 via Medium Profile- Lake wake, rL 121312D20 No Yes N/A WA P121oogm 290 In Mallon tYMda am Revision 2017 rTw Buadtg Cmgwmte Group Inn cMeerry. structural Components Sbt:Msgory: Trim Pbtee Ch,aplm sIistlro. Evaluation Report hana Product Evalrtion Embr FLMO� Produces feat Product 2 rTWSCGhliPlts Wigs Plate Florida Deparinent of Business & Professional Regulation P.rs 1 al Building Codes and Standards lydAls Product Approval Application Distill EoWrg vie gdk 2MLbadm QMk Canted EMkM[AJAMM Mild" Yid" jBila if FBCAOM MI Achieved ahies Short Leslie K;C Evaluation Service, LLC When M. Redei, PE 091119r2W7 OW072017 OW21PA17 Approved (847)W-6473 (407)B51-1017 Oewbasipkte6v.uon 9WMCA� Aodrwsdforute Approved for On OWN ggg(m PmdLOLDNW[Oftn 20 telOdli oubda HWHIZ mnkfAm pr"sum Mdd Connector Plate 12312022 Yes Yes WA N/A 1i,81 lope Iklalm IIMIIkahlo[ P*IWM 2D17 RW Suldkns Components Group Inc CWpory: Structure] Ctmporrrds suhCabial Trove Pblw CompWmns MNlbck Evaluation Report town a Product Evaluation Entity 9d1!!&:Ql.Batllt� AM! em 3 t7WBCG1A1paw Trulox Florida Department of Business & Professional Regulation Pape i a l Building Codes and Standards v6mis Product Approval Application Detail FL=974N FLMOY4ta bdk Ymkn mnukcuw cocoa Senegal iUsages VaNdshall By Yalidated sbMPic AQesMY go" lope Variation LUwjkxguw Revised 2017 Mrrek lodrtrbs, Inc. DOW Wsd KX. Evaluation Service, LLC ICC Evaluation Sella, 100192017 iOM0II017 10122/2017 Approved Revision 2017 With Industrial, Inc. C,tegar structuM Components (314) 801-7480 LLC. Category: Struauml Componerts SubcWgory: Truce Plate dwed@m9.ocm (206) 590-M Su6CWgory: Trim PteW Compff ce-I tl 1 EvNuawn Repot bans Conptiance Methock Evabatlon Report from a Pmdud Evaluation Entry Product Evskrdon.ill" PLA11117,81 Producer FIi2107JM Products b= Damian SK9 In10QR Cmb*kHVHZ t4�m !'� send 2 Mil iS 16 ga. trues connector plate O1t01r4" Yes Yes WA WA 3 MT1Ni8 immLgdma ANMUW" Florida Department of Business & Professional Regulation P.ge2a2 Building Codes and Standards r azozo Product Approval Application Detail Code Entity or 2M 2M DatePendirw 2di . l,�i , Version Mantdacture r Contact Enimser&License Validated By � Validated Submitted! ,�1 qQ FBC Pmrovd Quad Air_ Status Editorial 2017 Weyerhaeuser Rob Baldvnn ICC Evaluation Service, LLC Ian Lehrer, P.E. 04/012019 0322=9 041082019 Approved Change Category: Structural Cm ict, ants (253) 924-6476 (808) 8393288 Subcategory: Englneared Lumber RcbertBaldwNMweyerha. Compliance :M dhod: Evaluation Report from a euser.com product Evaluallon Entity Pii�'7,j'iklD ProBu_ s .. - - O htv Assurance Amrowd for Use Aoor—cl for use - Inroad 'Deslun Sea a Proardt:Model, Number or New Product Description Contract Explrattm Date In HVHZ Outside Resistant Pressure 1 Mlcmilam.LVL Laminated Veneer Lumber 03131/2021 No Yes NIA WA 2 Parallanr PSL parallel Shand Lumber 031312021 No Yes N/A WA 3 TlmberStrend: LSL Laminated strand Lumber 031312021 No Yes NIA WA 4 TJ Rim:Soar4 5lructu al Compostte. Lumber a Oriented Strand 0313/2021 No Yes N/A WA board Rim Board 5 Weyerhaeuser Rim Board Oriented Strand Board Rim Board 03f312021 No Yes N/A WA FlorWa Depwtrrwnt of Business & Professional Regulatiot Parallel Building Codes and Standards lmmis Product Approval Application Detail Entity car go ilia area Pm u= 29k YtlMlkdm Yaw" libMM FROAOssM Aogared akilo Stun Laws ICC Evaluation Service, LLC WMIam M. Re nWi, PE 09/182D77 "/07a017 OW21/2017 Approved (647) 918-6473 (407) 681.1917 slevb@dpbedhram Guests A� Approved for{k! Anatol for kw&d Doi= Mail Canwctor PWM t213lrk= Yes Yes WA WA Florida Depertrnent of Business & Profesabnal Regulation Pp. l a 1 Bulling Codes and Standards uncle Product Approval Application Datall Star Ra 21h 20 S�IBeMEnokwer&LIMM YMatlMBL YeJIddW App[Mell MOM Devk Wert ICC Evestatbn Servlos, LLC 100 EvatuaBon Service, IWIW417 1W111 017 iW22R017 Approved (314)851-7490 I.I.C. dar harp am (205) 598A800 CLEM Assurance Approved tor Use onion In HM POMM 18 gat high shangb bna, connector plait ovoirm Yes Yes WA WA f soft log VOA*A MSrAdROhM Review 2017 Rodde.MNal Products Inc. Category- RooMg ft Wary: 1100fk4 Accessories that am an bb(pal Part of the Roca" Syrian cenpeetceMNlrck Evaluation Reporthan ■ Florida RO&WW Architect ora Lkaleed Florida Probations! Engineer FLEHR"l Producer feaE 3 9- FLAMCO 8puo0RV 10 Rldgs V"*Wt Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P,I I epI� 1t6mds Enfmor 20 .ek 1MhPlnbsa Pere Contact, EoobaKIsUorm Ylatlkda2 YlEdated LIB FfficAQwoviI AMsyMI Am& Clak Jones Janes L. Bucket, P.E.® Micheal John Rbmar, 10MAG017 10IDSM017 1111W=7 12/122017 Approved (904)788d4W CBUCK EmImedlo P.E. sbdefI .eon PE31242 (861)414.7867 Product promulgate a 1. Hyla Oulidde HWHZ iiiiiallialig f Alu n mum Reps Vents, W pilohrri rsoh fabricated 12/31r= No Yes No WA Dom 0.02V Akerinm Florida Department of Business & Professional Regulation Paget eft Building Codes and Standards l2(y2020 Product Approval Application Detail - Beds EaUty or !bite 2de Data Pendlna J36.e TTvW Versio Manufacturer Corned Furaineer&License Validated By Validated Submitted FBCAporoval r—d! Get — Revision 2017 Ali American Studb rs and Glass Mike Barbieri Frank L. Bernardo, RE Troy Bishop, RE 10/18/2018 10/182018 10232018 12M V2018 Approved Category: Shutters (561)712,9882 PE-0040549 (954)947-0880 Subcategory: Slomn Panels nrikeb@annealed—hull. Compliance Mamod Evaluation Report from a Florida Registered Architector a Licensed Florida Professional Engineer F � Prridgcts - - 8e a Product Model Numperor Name �- DuallneAssuranoe Aoproyedfor Use Product Desdlrid- Contract Expiration Date I Z 11.�1_ Agaowdlot Use Outside tea )fVHZ Impact Resistant Ilsaitm Pressure � 1 24ga Ga inized Steel Storm Panels 24go Galvanlaed Steel Storm Panels 12131 tZ020 Yes Yes Yes: NIA Fkxida DepaMtertt of Business & Professional Regulation pep, i dl Building Codes and Standards 1914201e Product Approval Application Detail FLMSIM 220 odkx Eelk else FakPMmp title MOM Ymka Ifmivaill canted unwowiAlam XWMV ( Mild" fMiOift FHg6mMMl AROMM ime Resbbn 2017 17W suit"ConpawMe Group Inc. Short Lewis ICC Evaluation Service, LLC YVMam M. Ranbw, PE 0610a017 09WA417 0921/2017 Approved ceerpayt 8hucaa 0o per sae - (647) 918.8413 (407) 681-1917 SubGiepmy: Truss Phase sMrb@alplrakw.com Compares* IM 11 , Evaluation Report ban a Product Evaluation Army RAt9964UPloductt Appro lot Use bamd Deelon bead III .tf1t>ti nowsm FmMn 4 1TW BCG/ApMs vWva MbMt connector Pines 12mrMdl 2 Yes Yes WA WA Florida Department of Business & Professional RegWaffon peke i of f Building Codes and Standards ,AmM Product Approval Application Detail FLM9T4M 220 Emalor 2ift 211h Dom PNMM 20k lope Yelekn [ Engineer aLkonm Yet Ye11MtM is FOGAp�MI ARKEsd Aide PWWW 2017 Mnek Industries, Inc. DWW Wed N:C Evabapar Servlos, LLC K)C Evaluation Service, IOMMO17 10/11V2017 1022Zo17 Approved Cdsgey: Strut o al Compownq (314) 861.7480 U.C. aubCMsgoy: Trues Plabs dwetl®mr.tSri (208) ti99AB00 CowWO w Mashed Evaluation Repod from a Pan" Evaluation Entity Fla2117R1l Products Great A� Approved for Aeorowd Nil raft iyggd Delon 22" Product Model. Number or Nam Product OmModon Contmd BXoIr8ffW Dab agm Oldg&HWC1kelLdhM pm 4 MT20 20 sa. Unm conachr pinh 01A112023 Yes Yea WA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Datali Pope 1 at Installs FLa1774Ra 2m Eray 211a go lkkronam 21k bee Version Contact Engineer A, Licherma y+klmbdBy Yondobd submitted 1WADDI 1 Achmnd ima Revision 2017 Coeenumt concrete PM&bcwkia Robert Geis THUY H. HUYNH John Hoy 10/14/2017 10/13MD17 102812017 12n2120117 Approved cmww s+modtrd Comporhnh (813)689.3707 PE-MI22 (362)sell-all SubCallagattirt Products IiaoduaW all a Result or Narmg(Slor®Yatwocan NeraTechavolollfif compBnce NNlmdt Evaluation Report ban a Florida Registered Architect ora Lkm*W FWM Pmtwannd Emlhe 1111.017744115 Produces gauLASNOM Approved for U a Apanged for Use Must 2nim lead NdmdP 00.tl1R1i outside MNW M PaMm 1 Cuaapn Prooest or COMMOMW Concrete PMdusb Proud dW Prestressed Coastal UnINs 0826=4 No Yes WA WA Flores Deparhnent of Business & Professional Regulation Page i a t Building Codes and Standards Iraets Product Approval Application Detail 132lM. son sad go Rea GatePendich 20 bee YMdM matialialat e vdwowov Yaw" !ice 13&AWMW Approved tint& Revision 2017 LV, Thompsor,.laa draw Tnompeon ArdgMdtxsl Tony ChdshnaIt Zacary R. Pmlesi Locke Bowden IDIIOW17 1W10=17 10117=7 12MM17 Approved Mtbde Caepny(TAMCO) (813)248-34M PE-74021 (334)WO1181110 Category: P *v RIeGkOolliv Subcategory: Rooting Accessories prat ars an Imeprel Pad dlhe Rooap System Oomplietce Macho* Evaluation Repatham ■ Floka Registered Archiled or a Licensed! Florida P,notessionsi Engineer AMA Arranged for Use flow 1)Mkn fief Product Danadoom SaBW Braunstein Deb JKLIM2 Waste, KvHz ! ELF 2 TAMCO tssosonrdt Verat 28 tie. 0900911028 No Yes WA tW-82.8 Florida Department of Business & Professional Regulation Page 1 erl Building Codes and Standards I92019 Product Approval Application Detail Cade Ent t or Date 041. gate Pe ickno Date Ion Version Mauratlumir .Contact Enatneer&Llernse Validated 81 Validated submitted FBC Ap M-1 ABII1S)CSd Malls Revrsbn 2017 Lanenco, Inc Andreae Carter James L. Buckner, P.E. Steven M. Uridi, PE 04/0912018 1218/2017 0411MO18 06r12/2018 Approved Category: Rooting (501) 982-6511 PE-31242 (717) 317.8454 SupCahgory: Roofing Accessories that are an acafter(p m.ncacom Integral Part of the Rooming System Conrillanoe Method: EValuatlon Report from a Florida. Registered Architect or a Licensed Florida Professional Engineer ,,. Quality Assuen Aomovedfa Use Approved for Use Imoaet.. Design Epq Product Model. Number or Name Product Description ContractExolrmPon Ode In HVHZ Outside HVHZ Resistant Pjg,ssu(e, 1 Dace-AlrTM DA4 Low Profile, Polypropylene: Plastic, Roc Vent 07f102021 No Yes No +97,5)u97.5 MechanlcaRy Attached to Plyxood Deck. Florida Department of Business & Professional Regulatiot Papa 1 d i Building Coles and Standards Iffimle Product Approval Application Detail 13Cte*M fall& Enter or 21k 21M 29LEMM9 oak Arne Ymlm Emwklhm canted EambELL61om V.Bar.d By Ya1dtiM EudIMAYd Ill AMrMMI Ab,,V d fWM Review 2017 nW BuldnIiConpaienb Drop lno. Short L#WI6 ICC Mmkotiai SKVIM LLC Wabm M. Rachel, PE 00"I 2D17 0OW12017 09212017 Approved Cwam: structural Componer" (847) S1S-6473 (407) SSi-1917 aulaCdrgory: Truss Plebe dewb ehv.00m Compliance -retina" EValutlbn RsPodhon a Product EvaMWon Enay FLIMOOIt-M Produces awivm AOMOMd for Ulf Answered for Use )mod Perim Product Modell. Number New feat ldHill outside pAdlaft Ptenm I nWBOLApwit1hStrength 8apS)Mass] connector Plat Yes Yes WA WA Fbdda Departrnent of Business & Professional Regulation P.P l d I Building Codes and Standards Immis Product Approval Application Detail 2m 21k 20 Dab ptm- 21k taint Ymim Emdomm 2209 YMdWd Allisdad FOCAmrmd AppMVM &%UK Revision 2017 Mrnsk Indushba, Ina. DaM Wet Lee evska tbn SWAM, LLC icc Evaluation service, 10119=17 100`19/2o17 10 MM17 Approved CatWey: Structural Cortponalis (314) 661-7400 U.C. OubCaMgoryt Trial; Pbbs dwertiluilmna Mi 68 4911W compliance Mathak Evaluation Report from a Plmiff llProdcer Product EvaMrtlon Entity !M! CoraldElmkadW Dab AN&VndforUm ApprovMtafiM it, oumollm 1nogat lit Dolan Pte 1 Mi6SH8 18 ga. super high strength hues aawwr pate 01=2023 Yes Yes WA N/A Florida Deparhwd of Business & Professional Regulation pep,+ e i Building Codes and Standards +fade Product Approval Application Detail FLMBT4 a Ssdt 1klpL9[ Rik go Dab PondW& Rik lope Ymkn Noud&Mlbr CantedE Ctl veuestee By MOW ftailaid FWAMOW AparsMd $to" Review 2017 Mn'ok Industries, Ind. Dave Wet 1CC Evaluation Swvloe, LLC Icc Evaluation Service, 1ot1a2017 1 Wi9f2017 110/27=17 Approved C,bpoy: Structural Component (314)651.7480 U.C. SubCabgory: Trim Pinta dw rlOffO m (208) 510081110 Compliance Mdhork Evaluation Report from a FLMW4t$ Products Product Evaluation Ecky fief hodualt Model. Nuxkwor Nam QuaftAMANION Protest Descriliffican coobwAamokationvao AMroved jor Use Approved far Inwiliz oubewsHm !rim 1 Damian Plamun 8 Mr20H8 20 gat high strength hum connector Ptah 81A712128 Yes Yes WA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pane 1 M I WKWO Code Entity or Dam ate Dete Pending Data Tvoe Ver_aion Manuacturer Conrad Enoineor&License Validated By Validated s dined FBC Aporaval Aoaroved 9 Revision 2017 Carpenter Co. Tracy Lane Mieml-Dade BCCO-CER Miami -Leda BCCO-VAL 10/3W2018 1025/2017 11/012018 Approved Category: structural Components (863)687-S494 (786)315-2590 Bobcats o .Insulation Form stems 9 ry Systems tre lee amen corm n cY MAP Compliance Method: certification Mark or Listing SLK1428#-R2Produeh 0-lhv Asses Approved for Use Approved for Use Imoect Demo" Son *0 Product Mode L Nun bar or Name Product Deeeriotion C irtne tExoliatien Data In HVHZ Qutaide HVNZ Resistant Pressure 1 EPS Insulation Expanded Polystyrene Block Type 04/11/2022 Yes Yes WA WA Search Criteria Code Version: 2017 FL #; 14281 Application Type: ALL Product Manufacturer: ALL Category: ALL Subcategory: ALL Application Status: ALL Compliance Method: ALL Qua try Assurance Entity Contract Expired: ALL Product Model, Num bar or Name: ALL Product Dascripti— ALL Approved for use to HVHZ: ALL Approved for use outside HVHZ: ALL Impac11I.A tam: ALL Da,lgn Pressure: ALL Data From: ALL Date To: ALL N C_ s (� C6 ++ U (3) 0 CL Q 0 O 0 U 0 to Q) (�� _v O CU VJ 0 O^ ^ 25- O ^' W 2 7 O ICUp LL An L CL f CU .C_ VJ z z W J U) � alaaaaasaM CID ca"a" O U tip � ICU W O L_ CU CL C/) U O L_ v! 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