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HomeMy WebLinkAbout39721 Harvest Creek Ln411 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 orALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh Bookshelf FXD GL Fixed Glass RM or Rm. Room BLK or BLK. Block GALV or Galv. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter IRS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SO. 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 Goff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community K/WALL or K/Wall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lau. 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 ML or M.L. Microlam LINO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation FED 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 orWDW. 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 HTor 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 FRAME —WALK REVISIONS 12-27-17 3.0 2017 FBC UPDATES 05-20-19 3.1 ELEV. Al -REVISED BANDS BACK TO ORIGINAL DESIGN 08-27-19 3.2 ENG. REVIEW FOR 150—C MPH 09-20-19 3.3 ADD 8'-8" ELEV. FOR TREVESTA 05-14-20 3.4 ELEV. B REV. ENTRY PER M.K. V) i! IPA 11 AV, 1551 INDEX OF DRAWINGS I SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN MONO 7 ROOF FRAMING PLAN 8 LINTEL PLAN AND DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3M MONO 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. �Fz O WN o •®F-�S " r \U. "IcyJi Lo rtc FESSti0��� 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 co a �810 � N N # ti 04 0) LoCo J Z a a. a d N N I LLL w rn d UJ z ccu,LL 0._ 0 O warn W E-` o W 0 0 O: N C9 m 7 (6 t` r m Z LL L N Z K 0 Z 0 OF- 3 W J N O 0 U ❑❑❑ Z N (7 O Z Q E3 U) V) Z a Ur' c W 0 4 w o �U O V) �N w o Ly N F U w � E MC V �...... I, ! U U o • o W M z 2 O z CI_ E° wS o ooz � Yo a Z� _© <= off r— K D a F W 0U 0 O O N z �0 a ¢ az nZ L � C O 0 Y sn0 D 0 o 0, }Z cnZz > Q O ¢ O U a z U 3 K o a- w �o O d co z ¢ a= 3 >M ^L1 m W \ m co N U Al ° m W �- I� �i O .q�r r— co NO LO (0 r E 0 Z E O E N `a a. o U _J Q p JOB NO: 20-8077 SCALE : AS NOTED SHEET NO. C S 0 0 0 0 r 10 PATIO Q O 00 L TYP @ 1 STORY / A O LO N TYP @ 1 STORY S3 \\ \\ I W \\ J 0 J \ r w I \ \ 15'-Q" \ FAMILY R M \\ I VAULT CLG. \ CARPET \ \ T r \ N I \ �---------+ I I I I M N I I 1 I 2:12 SLOPES l 1 1 CEILING i I I I I (o CAFEI I I , VAULT. CLG I CARPET 1T-18' I I I rn O S3 =(3) 2x4 #2 SPF 1 w/ DTT2Z OWNER'S SUITE 8'-0" CLG. CARPET c'M 15' S3 u, 00 N T �Now,'��_ y ll ; i OM ■ 5-SH 16" DEEP TYP @ 1 STORY R&S 20'-7$" 2 CAR GARAGE 8'-0" CLG. r HANSON BOX @ 36" A.F.F. (O EDGE OF SLAB 2" BEYOND WALL dK I 1 I /x00 - CJ 111tilQ< BUILDER TO PROVIDE H' APPLIANCE N PROTECTION WHEN REQUIRED PER FBC ------------- 8'-0" CLG. CARPET I06 8'-2" 1 I 00 00 zCc N 30 0 I - - - - - - - - - - - Ft I K I I I S4 I I I I I I 1 TYP I I @ GARAGE 111 -1 OPENING II 1 I I II I I I I D CC I I S3 S3 L --- _ G.T. _ 0 0 0 0 W_ Cr O uJ O 0 0 0 .(0 ' NTRY 8'-0" CLG. 33 -104 6 8„ 3068 1 (3)2x4#2SPF FOYER `n w! DTT2Z TILE - I I 9'-6" CLG. ! I I it I I H AT 7'-4" 20 1111111111111111 It B. SIN R&S P2668 -� R&S - - - - - - - - - - - M ------------ z - - N - R&S4068 B.F.~1 4068 B.F. 2668 8'-0" 2'-4" 14'-2" T-721 8 8s - OCrl 60"x36EASHOW"E R 6°� oTIU')3 -0 �IBERGLAS: �URROUN CV BEDROOM 3 8'-0" CLG. I CARPET 25-SH O 10'-4" BERGLASS JRROUND 11 IN �'•• i 24"x24" CMU BASE COLUMN w/ (4) #5 VERTICALS GROUT SOLID (SEE ELEV. FOR HEIGHT) 4x4 P.T. #2 SYP POST TO SIT DIRECTLY IN CENTER W/ SIMPSON ABU44 (2 TYP.) TYP @\ 1 STORY r A O CN N N 19 EO HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 314" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED " SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 4 X 25' S.H. 13 20 X 38 j 18 4 X 37 j S.H. 14 20X50j 184X50 S.H. 15 20 X 63 18 4 X 62 4 S.H. 16 20X72 18X71 S.H. 11­12 271/4X26 26X25 S.H. 1 H3 27 1/4 X 38 i 26 x 371 S.H. 1 H4 27 4 X 50 26 x 50 S.H. 1 H5 27 4 X 63 26 X 62 1/2 S.H. 11-116 274X72 26X711/2 S.H. 22 37 j X 26 36 4 X 25 1/2 S.H. 23 37 J X 38 j 36 4 X 37 3/4 S.H. 24 37 J X 50 j 36 4 X 50 S.H. 25 37 j X 63 36 4 X 62 1/2 S.H. 26 37 1 X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 WIDE S.H. 32 54 X 26 52 X 25 S.H. 33 54 X 38 i 52 4 X 37 i S.H. 54X50i 524X50 S.H. 35 54 X 63 52 j X 62 j S.H. 36 54 X 72 521 X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. FLOOR PLAN - ELEV-Bl I SCALE: %4'=1'-0" General Notes R302.5 DwellinglGarage 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 112" 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 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 OD +28.3 / -36.4 OE +26.6 / -28.0 OF +26.6 / -32.2 GC� SEE SN SHEET Q SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +34.0 / -44.8 WALL LEGEND 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 11131" (TRB) 1ST FLOOR LIVING AREA 1555 LIVING TOTAL 1555 GARAGE 408 FRONT ENTRY 42 TOTAL AREA 2005 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED 0- �h NN Ugyp • �r� N Ft O 6-C CC yn 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 Engineer's signature and seal. /�/ E co Co CD � t9 y' M M W LL N o W LL a s Z oc:v � o o m O y .: `. W .T m o�mrn ¢ Q W (n Jpa 00 z of a CD 10 Cl)¢ O M `x" N O � Z ., W ❑�❑ (D M cn z N M - � o z z o Q a N - N z B L 0 � � O N S ,ULn � c LU m r J E =® mop_ U O N CD_0 O c [V o w coto CM z o Z Z¢ iZ E O =o �0 �� W g �o �® FCU 0() a' 0 0 0z O N a� �q z Q w z r L _ C O z 0 m , O z -� m Q W �0 h N Q � F" 00 ¢U LL O a U Sao dnz r� ~ 00 z� �0 O <t za 0 03 o"'t ;n > C6 L. m 0 N co N 00 N r CU o O) Lu^, . = CV r I I 1 r (0 r r- r N "�' 0 CU z E coca 2 C a E 0 _j Q p JOB NO: 20-8077 SCALE: AS NOTED SHEET NO. 1 O M KITCHEN ISLAND V--\ KITCHEN VARIES, 2" LESS THAN CABINETS BELOW 0 0 CV HOOD LJ O ih 0 0 RANGE 0 0 KITCHEN 0 00 BATH 2 NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS MIRROR DOUBLE SHWR. SHWR. CURTAIN HEAD RODS VARIES / ROD —'� z 24" TOWEL BAR TOWEL BAR IN aJ. w ON WALL ABOVE TUB OR SHWR. TOILET TOWEL BAR —�— -� a / T ON BATHROOM WALL MEDICINE q _ SHWR. o CABINET 00TOILET VALVES = o SOAP PAPER C° a DISH v 60 HOLDER � Z Z d o t r M CV)LT M M M M N UJB _FIN. FLR. BATHROOMS, SHOWERS AND TUBS 9 F- MIRROR _ i + -- -� - o 00 O n I ! O O O Cl) IN 0 013 0 CL 00 CL z —(D E Clz = nj CID ) CL OWNER'S BATHROOM INTERIOR ELEVATIONS 42" H UPPER CABINETS 36" H UPPER CABINETS — 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS -- SINGLE OVERHANGS THAT ROD EXCEED 12" MAY REQUIRE A SUPPORT o BRACKET 3611 H BASE FINISHED CABINETS o COUNTER TOP 30 H BASE CLOSETS / LAUNDRY 0 00 ILL icy 0- `� O 2x L? 00 FRAMING ' r r M CD 1/2" GYP c? BOARD — FIN. FLR. SHELVING CABINETS - 1'-2" Tp O O r C") N 04 CV I FIN. FLR.. 0 00 0 00 r ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1/2"=1'-0" OWNER'S BATHROOM INTERIOR ELEVATIONS 42" H UPPER CABINETS 36" H UPPER CABINETS — 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS -- SINGLE OVERHANGS THAT ROD EXCEED 12" MAY REQUIRE A SUPPORT o BRACKET 3611 H BASE FINISHED CABINETS o COUNTER TOP 30 H BASE CLOSETS / LAUNDRY 0 00 ILL icy 0- `� O 2x L? 00 FRAMING ' r r M CD 1/2" GYP c? BOARD — FIN. FLR. SHELVING CABINETS - 1'-2" Tp O O r C") N 04 CV I FIN. FLR.. 0 00 0 00 r ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1/2"=1'-0" fjf0�fr �,\�iS0��11111Ii19 •-`SSE � ElS11 �a�t�'•,'� 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. V d Q � N N LL -o u_ � a - tli dj m cNi w LL ai LL z r�/`` - .�a-,_W Sl`<!��r . _ Zf�_ 0 iv 3 2 m L c v x •o 0 J n 'o 00 I 0 x m LC) a W a> v v 0 N O J n 00 I O a� / C Q N N a E Qi 0 2 L C c aci t7 C1 0 c UI .o 0 0 O 0 O 5i 0 0 v C14 Co N v 0 ]C N O m v N 12 HEEL 12 T.O.M. N HDR HGT. —— ----------------------- TEXTURED F CEMENTITIOUS FINISH ❑ I ON C.M.U. (TYP.) I 2" x 4" I SMOOTH TEXTURED SILL / BAND I I F.FL.— — — — — — — --— — — — — — — — — — — — — — — — — — — — — — — — — I — 4' RIDGE VENT 12 �5 3 TAB SHINGLES. ROOF �— INSTALLED AS PER MANUF. SPECIFICATIONS 2" 1" x 9" SMOOTH TEXTURED HEAD/BAND I I ---F-7 ]�� --- -- �� --- -------- FRONT ELEVATION - 61 LEFT ELEVATION - B1 1 /4"=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. "CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. i /t��6 `��;;���v1t41114t011t� . r0t�` 0,�ES'S;tO��r o` ��li?RRRtR�` 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. to W Q Cov $ 4 0 N (O 00 0 C? N 4t N m 0 4. ® WV N ? t- C LL 5u;o) N _ W M Q tnr.,�L a LL N, M W 0 d Z JLLLL a. X t C)Z L:ao W m O 02r- W z LL Jod 00 ci LO Z N Cl)Z O J �� ❑❑❑ �W Z N M O z z o J Ln 'CDC z LL uJ D _ LL [.n LU O w o N -N c 7g rn r— w f- J pE I N ®Q C) c U) v ¢ Y 6) N O CC W M mZ os Z U_ Q E E os ' Z® ❑a fBa I_ ra 5Z UO O U O O N L F a z .0 Q a Z w� (d Z Y m O O , J < ° aW z co a 01 n° N W U 3 a j o' 1 k o JZ w� ~ �o IIIIIIIIIIII� O V z¢ I a H OU O i M N LL L iT (0 C N <C C C:) F'— W can ... o d. T (o NO L.n .� = Q T r ' ` A ' r 2 C4 � � r- N N M N .. 0M z E Oco m a o U _J a m Q p (D _J JOB NO: 20-8077 SCALE : AS NOTED SHEET NO. 3.1 0 bo io 3 v S m act .D v s 0 t N 0 J 00 I 0 x m c N v S f\ O 00 O i c v v / O� 3 H a N N v d E H y E O x v c act ai ti U O O UI U N �O d 0 LZ 0 0 0 0 0 0- r C4 O N h 0 0 ]C N O D: m v T.O.M. --------- 1' DR HGT. F.FL. 18' RIDGE VENT 12 5� OFFRIDGE VENT-4' OFFRIDGE 6 4' 12 �5 REAR ELEVATION - B1 4' R1DGE VENT SCALE: 1 /4"=1 r-0" 12 �5 RIGHT ELEVATION - B1 1/4"=1r-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7,1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWNG VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / 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. FLO �L\\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 Engineer's signature and seal. N � a 0o p U v N N V N r � dr oo LL J it W W Cn�T ti M ti _j a LL Qd cN j W N d CL Z JLLLL ofo W � a0 0 � m 0 m i ¢ 1 W Z IL oo � oo 6 N c'7 Z J Q a V 0 v (D�� Z N M O z z J U) to n1W M z a (D o 4-1 � U Lu IS '� • ID g Oft O L. v) In �_ Rig U "''l�.. J E 8 1 z U o c m w Q ®Q No S� O CO J W M o 2 � ty ;z E 0cu zo >o oa h @ Q. x O D o Zd O E N t < a z ¢o o d z r� L (fj CUYU - ¢z O mp of Y Z Zd� J a " oa 2. go i� V <o a mw =G C:) w¢ >° a z¢ o� o 2 � T y i M fU `J / ■ r_ ui `1/ CCN N �1 Y O n n��� m W C r co 1 / = N T r ' n r I C4 ir' E N rn C")o .. z m E (D E N c 0- U J Q p J JOB NO: 20-8077 SCALE : AS NOTED SHEET NO. 3.2 VARIES 1'-10" 12' CAP = CAP T 2 2" *NOTE: 1"RADIUS �`' N FOAM TO BE USED ONLY WHEN ^ 3 1/2" RADIUS 1/2" RADIUS �M to REQUIRED BY COMMUNITY 3/4" RADIUS 4 N cc SPECS. IF NOT, �C14 `o DETAIL TO BE ill 2- OPENING VARIES 2" 21 M BUILT W/ STUCCO. 1/2" RADIUS 1" 1" (V EDGE OF 1" 4" VARIES MIV •=1N 1'-0" 1^ OPENING VARIES 1'-4" 1 VARIES io 22 1„ 11 1'-4" 1 12 VARIES N rIN 1 n 1 _01" 1 1/2" RADIUS 41" 2" 4" j 4 2— 2 1/2" RADIUS 34' 4' - � T Mld II f+ c I V VARIES 12 3" ' 32 11" 32 � rIV T SIN 1" 2 4 ' 1" 1" 1„ BASE BASE 3, 1-8" rile 1" 1" 4 4 4" N N N N _ 12' � *NOTE: VARIES 8" 2" FOAM TO BE USED 3„ ONLY WHEN 71 REQUIRED BY 1'-6" � COMMUNITY = 1" T SPECS. IF NOT, 1" OPENING VARIES 2 C; 1" 1'-4" I I DETAIL TO BE 2" 2" BUILT W/ STUCCO. EDGE OF ki OPENING 1-1/2" THICK 1-1/2" THICK To the best of the Engineer's knowledge, information and belief, Q the structural plans and specifications contained within these 3 CV _ drawings comply with the 2017 Florida Building Code - v 4" 1 �" rm 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. s" � 24 N �wl NOUN UN W c A Lpoo Op N_ f0 pp T F U N # > t - N cm 'R J .p Id'� CF)y �i C� N N N J LL _ T N M M W fq IN rIV N M :, J "a rn Z O Lo Z r m � 0 0 0 4' 6 U) fn 0! C � m 2 N 2„ 4" 3, 2- 2 iu �� Z N o rt o m a w w W o rnrn J ¢ _� > >,,' W N Q c� t- J 1-1/2" THICK 1 c� M 21„ 2 z N o 4 -1C 2'-4" 0 52 1'-5" 52 — M 54" 1' 4„ 3„ cn cJ o co IN IN — LL 0 � 174, ,& 1" 12" o VARIES VARIES .0 ,,, g w. N Y o�l0 1 N F- W 0 2 N fg '-' � iu 22' w LLJJ CAN � Q a = N v >SVARIES VARIES 65 T ®Q a �m • Q N . 4" 8,� 1,��1 � w 3 � 31 q> ` Z r �� 6" J �4" KEYSTONE F11 0 YSTONE F11 <ry M o N iv ��' I I OPTIONAL OPTIONAL Eo z e I U F� oa N j CV N Fm- z u oo o (o ; <n 1 1 3 o< '46" 2 44 v R44r" N _= w w wo t° + ' 4" GARAGE DR. OPENING 4" 3 4 TKE WINDOW OPENING 4" 4" <� mo E `"� NOTE: w a w rr'TaFr U) i 2 -7N 1 c Y z • INSTALL OVER STONE, TYP. z fn J z `v • FIN. TO HAVE TRADITIONAL °' o I a z = VARIES a ¢ w w J LOOK & SMOOTH FINISH > m • / • • • FOAM/ EPS MATERIAL IS z �, y ACCEPTED co 8. o o NOTE: I` 8 3: c • FIN. TO HAVE TRADITIONAL LOOK & 1 1'-6sl 1 1 2'-1" 1'-4" o N cal 2" • FOAM/ PS MATERIAL IS ACCEPTED 14 4 14' 1SMOOTH FINISH 2" 4 2 4' v, co5 1 1U 5 1 L 3 8 Tl N „` 1,10" 1,�" 10,E � iv / O o . v N J CV \ Y N o U CD tZ 1" G- N e0 1„ CDI- U) N _ o d- cV o O _ rn L n 45 T I CO n n r N M .. E Z o0 o IT• N MMr z E Occ 0 w U .� Q 76 p � 12„ JOB NO: 20-8077 1 SCALE : AS NOTED N SHEET NO. GENERAL NOTES: � M o • 1.5 LBS DENSITY STYROFOAM m POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH v to 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 01 #14 copper to lights & outlets NEMA i 200 AMP ON #12 copper to 20 amp ckts 10 #10-2 copper to WH #10-3 copper to Dryer METER MAIN 20amp 210 or 4/0 SER Alu 2 IT 150 amp POWER CO. FEED- j INTERSYSTEM IUII 4 Bare Cu Grotmd BONDING #4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 14, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general). 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 VERIFY METER range 2" AFF LOCATION WITH 2. All trim plates & devices to be ganged, where possible. BUILDER H g 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. �� VERIFY LOCATION _IRRIG_A_TI_O_N _ _ 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the ��\ I- ELECTRICAL PANEL GFI @ 44" A.F.F. branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. j 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 cc alarms or UL 2075, gas and �� OPTI I vapor detector sensor, according to the installation. �� GFI D• W \ I I I 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and FAMILY 11 I \ 2 CAR GARAGE I I 1 labeled by a Nationally Recognized Testing Laboratory. �� \4\ \ I I 10. Keep all smoke detectors minimum of 36" from bathroom doors ROUGH -IN FOR 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and �� OPT. CLG. FAN! FI' shall be equipped with a monitored battery backup. LIGHT PRE -WIRE ----- - I I 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits �\ OPT. \ = I I I is not acceptable. _ _ _ _ _ _ _ L _R J I \ U I GARAGE I 13. All doors and windows providing direct access from the home to the pool shall be equipped with and J U I DOOR 3'-4 1" exit alarm complying with UL 2014 that has a minimum sound pressure rating of 85 DBA at 10 feet, and `1` GFI@ W w C7 0- I GFI I I either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning \ < U) I I I when the door or window are opened.. I A.F.F. \ Cr T 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed I r --, 0 0�_'/ I I I within 6' of the outside edge of a sink. This would include the receptacle installed for a washing I GFII GIFI machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the I U.C. SWITCH - 1 I Ij t I I I I I I requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing I FOR DISPOSAL T; I I 1 I I I I of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and I I I I 18" for sinks and ranges installed in corner counters. i II 0. I I I( 11 I I I j j I ELECTRICAL KEY F a zo IO 1 1 ENTRY ._ I � l I II I ! i GI GFI @44" L------------ DUPLEX CONVENIENCE OUTLET PATIO i � � � � I M W.H. A.F.F. DUPLEX OUTLET ABOVE COUNTER O CAFE I III D.W.I I ------- WEATHERPROOF DUPLEX OUTLET C _�- t* -._ I �wP I GFI \ 3 3 I� 3 GROUND FAULT INTERRUPTER DUPLEX OUTLET DEDICATED RECEPTACLE GFI \ FOR MICROWAVE RANGE HALF -SWITCHED DUPLEX OUTLET j \ HOOD PER SPECS \ ` FOYER I I OP ..„.-I WP I I SPECIAL PURPOSE OUTLET ir, I _ — I I I GFI I I DUPLEX OUTLET IN FLOOR GFI I - - - - - - 220 VOLT OUTLET - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - WALL SWITCH W.I.C. I ----- / ----- �'3 THREE-WAY SWITCH / I C•M '� S.D.qp I AHU S.D. S.D. I,I qP rM P4 FOUR-WAY SWITCH � � OWNER' BEDROOM 3 I R RHEOSTAT SWITCH / RECEPT CEILING MOUNTED LIGHT FIXTURE / S U ITS FOLARM I ROUGH -IN FOR / I .�. / OPT. CLG. FAN/ LED LED CEILING MOUNTED LIGHT FIXTURE / � SYSTEMI! BEDROOM 2 LIGHT PRE -WIRE '— WALL MOUNTED LIGHT FIXTURE ! fi ' ( / I OPT. CLG. FOR RECESSED LIGHT FIXTURE DISC. ROUGH -IN FFOR rr \ j �\ LIGHT PRE-WIVRI O � I OPT. CLG. FAN/ / _! v I \ �/ LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS WP ' LIGHT PRE-WIRE +PC �_ VP \ / TRACK LIGHT GFI' \ FLUORESCENT LIGHT FIXTURE Q EXHAUST FAN AC PAD F VP o --- rdb O` EXHAUST FAN/LIGHT COMBINATION R. 19 ELECTRIC DOOR OPERATOR (OPTIONAL) H. B GH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) F{]BD PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CO CARBON MONOXIDE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) FT TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT PM ELECTRIC METER mpn ELECTRIC PANEL DISCONNECT SWITCH �_&� ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT ELECTRICAL PLAN - ELEV-131 SCALE: %4'=1'-0" 0 N 0 N N N 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. &.y W Q ODpE U N N pi�pp � N tk o0 LL q� W 0)J# * y H 36 r-- a M M W La. u lU @ Lit_ �•�- _I e W r!) a a z o Z .,. m cc O W l­— . W .LL.+ Ogre C"!M U O J V Z Q 0 ❑o❑ W V M � Z N M o� vE3 - Q- N A V I N M z CD Qj 1 41 u, OLL' �N s to t� LU J — — E 8 i� y C) o C2, (0 ¢ ®® N 1400 W M M �< a9 z a J EE zo 0 >� <� Z© o� H @. —Q �< 00 S� Z�� C:)¢z�< o ¢zmoz w �Z - c 0 Y 0 0 Z� >z yy aG zzo 100 O. LL < a Ww C) C:, QY r� a10 co v o� < z o U3 > C'7 cc v > cc C CN �-. U a C:) m C� CCU �+ N r co O LO TT T Ltd r l C0 n r a) E � N E .. o cc Z � E E a U _ y p JOB NO: 20-8077 SCALE : AS NOTED SHEET NO. 4 ATTIC VENTILATION CALCULATIONS - 131 (TRB) ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1l300 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 22.00000 2.000000 Floor 1999 1919 274 960 69 480 0 606.0 330.0 276.0 (Zone 1) -NOTE" GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN - ELEV-Bl SCALE: Y4"=V-0" Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806, The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to V300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. "CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ, FT. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. .w� �•�v y}�J� {� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seat. ... s} Q E co tOp- O pU N # N N m ILL w10 ix JILL I IZ w a Z Qj MN M W N mrJi i� a a J Z 0 t @ m O x W y_ O O r-r- m Q 4 Z LL co co N Z W O co U Or Z N J Q o I (D M � N Q Z < — waft -J a N v) N c7 ''Z^^ D —1 V - 4-1 W @ 0 � O O Nr ^ W y U N LU J i— — E I v o � • Q N sm o w Mi C7 o ZZZ Q � W E Q O wZ z N Q N oa U 'o w c ~ _ O o¢ aF so o� N F z �o w az � yam- L (o on i ¢a U m0 m0 O O Z ZN Qw z Q 01 Z U ao aLL Z = f- A O Li �o O V 0I< a o C o T y N �M N f0 `J (0 cc N O < C�11 F_ W m '� o r co oN O LO N r 1/1 T I CU T r r Lo r N N M r ZM Z E O n. E U 0 JOB NO: 20-8077 SCALE : AS NOTED SHEET NO. 5 c c T-8" g._52„ 1. 2'-6s " 1. 6--0" 6'-0" TYP @ 1 STORY U.N.O. S3 2'-6" x 2'-6" x 1'-0" W/ (3) #5'S E.W. T-1 H.B.+ I N.......... 0 ....... ......... � N I 10 23'-68" - Mo I 1' 1 q I I (-�� : I (2) #5 VERTICAL ■; I I I I I BARS • OPT. D 1� TYP @ 1 STORY I I _ _ — t-Y~� —; �'=---- ^) -31/2" SLOPE I U.N.O. I _ inN A • � :: I I I i� S3 CJ — I • � + CJ I — O iD 00 ■ I INDICATES FILLED CELL w/ 3000 PSI CONC. GROUT FROM FT. TO BEAM I CHASE TO I ISLAND I ' ' BUILDER TO PROVIDE I APPLIANCE PROTECTION J i� M W/ (1) #5 REBAR VERT ABOVE SLAB I TYP @ ALL PLACES SHOWN j j KITCHEN ISLAND WALLS S3 WHEN REQUIRED PER FBC I S3 I HOOKED FTG. DOWELS 5" EMBED I —LOW rC — — — EDGE OF SLAB 2" o W/ 25" EXT. ABOVE SLAB "GRADE 40 „ 1 I I :: BEYOND WALL 4'-0" STEEL 25'-6" I I I ( 20'-6' x u i 10 (2) #5 VERTICAL BARS cMn N xIIL` STEPS AS REQUIRED I I F-, I I JII3 T-42' T-1 M PER FIELD CONDITIONS — I II r I PROVIDE 1 �" RECESS ^�, I I I II IJ K CC CC N i_o ■ 1c FOR . �.�IIIhIIII� FOR _— S3MASON'S S3 (( SLOPE WIDTH I�cj ■ — — o �— — — — — ■ — — � q r I 16'-112' 8'-6a" ----... r 1/2" SLOPE - 3 I �31/2" 7'-18" 4•-8" I 3-1/2" MIN 3000 PSI CONC. SLAB FO 2'-6"x2-6"x1'-0" W/ (3) #5'S E.W. PROVIDE %2" x 9" I iv S3 `'� Co �- — — HERNANDO COUNTY ONLY RECESS FOR FRT. DOOR d d ■ ; I 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 TOP OF CONC./ PAVER TO BE 4" I MIL VISQUEEN VAPOR BARRIER BELOW FIN. FLR. T-8" 4' " —7----- — — J 01 -0" ■' 17'-58" .... 36'-6$ .... ::. I $o. A S3 10 .I TYP 1 @ -6 2'"x2-6"x1'-0" I' I STORY U.N.O. _o I W/ (3) #5'S E.W. CJ — CJ N — — — — — 10,-10" $ i ` ( HVAC CHASE / Ilj b BASED ON / �' / I LOCATION �' �`� { { 1 0 ` in0 N0101, , 17'-28' 2'-9" Z-8 JI 1 II.• L 1{ I Ch10 L --4c) 4— I + TYP @ 1 STORY H.B. q U.N.O. S3 3 5g 2, 6g. 6' 0" 6'-0" 6'-0" T-10" 4'-2" 3 28, 2 Os, 6'-0„ 6-4" FOUNDATION PLAN MONO - ELEV-B1 NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN v w z w CONTROL JOINT DETAIL SCALE: 3/4" = V-0" :;= #5 CONTINUOUS • �:.; , . _• '�- REINF. SEE FND. FOR ' `• QUANTITY 95 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. . :. U.N.O. **Alternate: The reinf. bars shall be �.=. • �r. • w. �;%.• �r.• :;; cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = 1'-0" I�s T� VV1� 4 N G1 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 W 16 Q vE ao N N � J r'.. 6 C N N 0 LL 5;�; W T V) J* a 0) f � � � LL r1 e: [+- M I W rn a a coU_u Q: O ZJ m a y O= «wo CO O J p W o ��C', Z a d MZ 0E--j Z O1-) ❑❑❑ W CN M z N O z 113 Z b Q J 0- N Ln zCz -1 �4-1 o iQ w . V. I� '�• u O Ln �N w g c N U) f6 U LJLj pE C) o U) Q m ®® N M o M Z w Z J z � Q EE o Wo < Z® co c ci ago x V w� 0 O 0 O E N ap .2 wd❑ rL4 _ r j C C z 0¢ U Nm m� o o, Z I U) J QW � � rw a0 W (Z z tE W O y Z �y � r0 C.0 V O r ZQ U ~ U'S 0 > (e) rr � W o N O ^ /�� 2 m (0 W U C T (B 0 1.s7 ..� r N r LO a) E N N M N .. d z z E O a) M a E U Q p JOB NO: 20-8077 SCALE : AS NOTED SHEET N0. 6 TYP A (2) A CJ > v I I 1 U U U ��� CJ 1 CJ3 CJ5 EJ7 EJ7 EJ7 EJ7 EJ7 SIMPSON HU410 w/ (18) TITEN 1/4" x 2 3/4" & (10) 1Od NAILS I (2) 2x12 #2 SYP WD. BM. w/' EJ7 FLITCH PLATE. BOTT. OF BP 18 1D11 1 FG1 GE1 SIM I I n. co co N ry ry I W�1 m m m W m V m m 11, LO V 'S✓,coU CJ3V CJ5V I EJ7V (2)FL X F Q F Q I- Q H ♦— Q 1 F Q -- A- /1 II ) 1 / � 1 1 1 -- Q --- F- Q (2) X ill I EJ7V EJ7V EJ7V EJ7V EJ7V ° EJ7VA Il r -' EJ7VA Q F Q H Q O I II EJ7VA EJ7V Cl EJ7 N_ Q CD �_ Q c Q tnn Q EJ7 O_ Q EJ7 Il �I I EJ7 I I n I CJ5 CJ3 ch t/off U U J U /16" OSB 1. @ 6'-8" TYP. BM TO CO. CORNER 1 S5 UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 -10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1625 1400 10 -10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 1Od x 1 1/2% 8-10d H HTT4 3610 3105 5/8" ANCH. /(18) 10dx1-1/2 HTT4 4215 5/8" ANCH.1(18) 10d x1-1/2 J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 -- 2 - 5/8" DIA. BOLTS L HD5B * 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5350 --- 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 10140 --- 4 - 7/8" DIA. BOLTS N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** -- 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 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 - 1Od x 1 1/2" MTW12 1195 1005 14-1Od x 1-1/2" S MTS16 990 860 14 - 1Od 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 wl 12" EMBED w/ USP CIA-7000C EPDXY V LGT2 2030 1750 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1550 1550 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 1 535 10 - 10d SPT22 735 8 - 10d SP2 1010 1 605 12-10d SPT24 1090 12-10d HCP2 1 590 1 555 12-10d x 1 1/2" HHCP2 1 680 1 570 (20)1Od 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 (8) 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 611) 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO, PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED, FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR INTERSECTIONS SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE F-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) I OR 2 PLY ;ARRIER SEE SHEET D-1 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-B1 SCALE: %4"=1'-0" 40 11111 a +ttaet ,N\i W/V \� Q e (A0011M11411 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W QW _ 8 N p N [O co N #k +, V (0C.: 0 0)toJ w r � '� t/1 LL J it W 9) V) F- a aj ccooM M LL ii J-a— u- J a.a LL W ° a Z m c 0 L C,� p H 0 0 W tn6��jQ��' a o ILQ co N 0 ch z a Q N C) a cV °U U ❑❑❑ W c7 W z N 0 0 z z o ¢ v J a � N � - z � Cz w Duo Ln �� _ � w o c N .. Egg U) U w E 8 8 I I V� _ U o C co M zo Z E zo Z OL w° �® ❑a _ OU U a Q 0 0U 0 O N z °d p W Z W W coin 0` U N 10 Zof N J m N Q W � w N _N CL a p �y, LL o U a N W (i 3 ;ZE 0 d- w� >O oto V' za a ti °3 o > ce) ^L' m E W m 0 vCN N C) U m U Q0 T (0 O .� = N T 1r1 2 N LO T Cfl 1 T E Z N E N rn M .. o z M z z E 0 Na, `m a CU FL E U -j Q p JOB NO : 20-8077 SCALE : AS NOTED SHEET NO. 7 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3, Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed 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 / 1 .0 Safe vertical load Safe horizontal load `— GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS MUM 101 1WELM is Imp 1: RIMA Kamm 11�31 8F441B/1T817401B/1T 8RF400B/1T 81`321B/1T FORM do GROUT SOLID (V e[ o LLt � J �U 0 J5 BAR CONT. 81`12-113 1T O "V" LINTEL DETAIL SCALE = N.T.S. Zm F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY Q 8 F 16— B/ 1 T U a to tNOMINAL, QUANTITY OF L6 WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS 1. c precastrintels = 3500 psi. 2. f'c prestressed lintels = 6000 psi. 3. grouted per ASTM C476 f'g = 3000 psi w/ 4. maximum 318" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7132 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5REBAR.(1)RETTOP IN (1) Q'D CL/EAR ALTERNATE POWERS STEEL LINTEL ° O ° d .M.U. #5 REBAR AT TOP ° Q , _ D D ° ° ° o GROUT MIN. (1) REQ'D 1-1/2" CLEAR e ° ° d < J = a 5 REBAR AT — O BOTTOM OF r— vim) Z W O o LINTEL CAVITY o V ui F OTTOM REINFORCING PROVIDED IN LINTEL 0ML)Oz Q ¢ C7 ¢ J ZLL — d Lu n Q =' b No X a D D �o �, �o #5 REBAR AT BOTTC AS INDICATED 7-5/8"ACTUAL NOMINAL WIDTH (VARIES) U) N LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications 4'-0" LL O 6-10" LL LINTEL PLAN - ELEV-131 SCALE: %4"=V-0" ` e f � 0 . . x- •'•. L .••• tv e,������� O F. � � 4•Q;t, � S �tftff�d41�° ��� 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 W Q o0 O oo O N Co a^D 'a' U N it o pp qV y O LL Q) u) J N VJ ti -o LL J d LL (`N7M W LU tl LL LL �- J C C) o LY m O ' W 0rFE o a Z LL 0N0'rn-' co NCi C Ln L0 c .. V Z N J Q O U I W 0 z 4 J — d � r N z .� � cD o N Lu L U m O g w $ t/1 VN c y _ U W J '— — E m 8 I x� L N 'I G Lo Q W o N m 14401 O w co M o z IJL E CL E C) zo o 0 wz z yo 4 N �® ❑a (a Q� Uo F— C XU as o o� O E N t N �o o ¢ az o L • ra CY - ❑ U wO m O o� Z rn J a ° QW �z o Q T o ¢ U o LL w _ F 3 O aF }O O zla oT� 3 O y �M CC 0 N Q C a) O c co o LO = N T— T r �i r- r L J T .ice T E N E M .. o cc Z :3 E O E cc d U � Q p _J JOB NO : 20-8077 SCALE : AS NOTED SHEET NO. 8 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1, POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE, 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ±2 INCHES (914± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE ACI 530-13, ASCE 5[TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1. 3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 61TMS 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. F DRAWINGS ARE T BE SIGNED AND SEALED BY A ALL ROOF AND FLOOR TRUSS SHOP D AW GS R O S FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4, BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2. 3. 1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2. 3. 2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ed. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1. 1 ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1. 6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-1-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 y„ GROUT FILLED MASONRY: 1 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4. 2. 1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-1-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 BUILDING DATA CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WIND SPEED (ULTIMATE) 140 MPH WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR WIND SPEED (ALLOWABLE) 108 MPH ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED WIND EXPOSURE - "C" (FBC-R R301) 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN +/- SE 0.18 ENCLOSED BLDG ) ACCORDANCE WITH THE SPECIFICATIONS AS STATED. INTERNAL PRESSURE COEFFICIENT= 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : BUILDING CATEGORY = II 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ DESIGN WIND PRESSURE: CONTRACTORS DISCRETION. (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) 4.3. CONCRETE MASONRY: # END ZONE IS ONLY WITHIN 5'-0" OF ALL EXTERIOR BUILDING CORNERS 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE 11 WINDOWS AND DOORS NON -MOISTURE CONTROLLED. 4.3.3, ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALLSTEM 140 MPH + 29.7 PSF / -39.6 PSF END U.N.O. (END) WALLS. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm =1,500 PSI CONSTRUCTION MINIMUM. GARAGE DOORS (V = 140 MPH) TYPE: 5B 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE SINGLE 90 +26.3 PSF / -29.8 PSF CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. DOUBLE 160 +25.2 PSF / -28.1 PSF 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER NOTE: 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BEAPA RATED SHEATHING EXP 1 U.N.O. CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO BMIT DRAWINGS S THE OF D. MANUFACTURERDESIGN, "DESIGN THE ATTENTION OF FLORIDA DESIGN SOLUTIONS INC. PRIOR TO THE COMMENCEMENT OF FABICATE A D IN ACCORDENGINEER ERECT WITH THE 4, 4, 7, DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE � SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE CONSTRUCTION. ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK NOTE: 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: 1 1 FASTENING SHOULD BE TYPE "W" 1Y�� DRYWALL SCREWS AT 12�, O.C. FOR CEILINGS AND 1)/11 SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy=46Ksi OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS HIGH STRENGTH BOLTS : ASTM A325 MACHINE BOLTS: GALVANIZED ASTMA307 (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / ACCESSORIES SHALL CONFORM TO: Fy 25-87. WITH G90 4.5.2, SHEET METALCOATING NAIL DISTANCEFROM EDGE SHALL BE 8". THIS SHALL APPLY TO BOTH CEILING AND WALL GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS FOLLOWS: 8d = 0.131", 10d = 0,148", 12d = 0.148", 16d = 0.162". CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED 4. 5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING PRIOR TOLLFAST INSTALLATION. OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY GALLED FOR IN THE PLANS ARE A MINIMUM, 4. 5. 6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. NOTE: 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc= 500 PSI (PERPENDICULAR) Fc= 2,700 (PARALLEL) 4.7. STEEL: Fv= 285 PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3116", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING", ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF, FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ed. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within T-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall, 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC-R R318.1.5 - Concrete overpoWr and mortar along the foundation perimeter must be removed before exterior soil treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. ego Wj\/ .c F F 0 L . To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. Z6 W h a 00 ipp Z B �2 N # o r LL .= } ;! t; C N J W M 2 LL s` w M W M LL LL S a a� z -6- z o mc13, 01= o Wmo N CD $ W (fl o��Q, P z 'IL co M W N 0 X U) U) MZ ¢O� N Q U H °C z ❑O❑ W v M !9 Z N M o z N �� z o U J a N N M z ry C9 0 i6 w U O N w o U w J E C) o N m W ® Q ¢ N III C:,w Mwa co Zo Z 1 Z O oo y N <� nE o ,_z Z® ❑a f- n _ 1 aCL ¢ �U O U U� C N p ¢= W W (/ c C 0 y mo O Lei. z� J .80 m a ° Q W z cn U a NW aw =� �0 ej o cD W o� a° o~ V Z ¢ U c 0 > M W m m \ o N CU N C:) V/ W m O r tv O G3) 2 N T- � I r LO t- CO h n r N rn M .. o N �i Z M Z 3 c a E U _j a ai Q p c JOB NO: 20-8077 SCALE : AS NOTED SHEET NO. SN CORNER OF HOME GARAGE SIDE ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE 0_1 15/32" CDX PLYWOOD OR 7/16" OSB RIDGE LINE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. 6'-0" + 6'-0" +++ +++ + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ +++ ++++++++ + Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" or 7/8" 5000s 1.811.7 wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.811.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2x _ + 5/8" or 3/4" wood panel 90 2.0 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap ° FILL CELL STD. 90° HOOK Cn w > STD. 90° ECONT, #5 HOOK BAR —� BOND BEAM SIMPSON MGT ' w/ (22)10d NAILS TYP. GIRDER TRUSS CONT. #5 BAR 2X TOP PLATE 5/8" � #5 CONT. THRU FROM BOLT FOUNDATION TO HIGHEST I BOND BEAM BOND BEAM STEP 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 i Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. } Small 2" min. 2" max gap • � 4 max. /7171 4 Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4 Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. 1 g required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVINGy" GAP @ TOP sides by 6". Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouth guts. N.T.S. N.T.S. - Under 2nd floor column w/ loads higher than 15001b SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate 1/16 details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side 10'-0" at bearing. TANK -LESS W/H H C G O O O 5'-0" a - STUB -OUT FOR 1'-0" o GAS METER O o 'n � U O f. N = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 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 Squash block / (2x4 minimum) / Bearing wall, Versa -Lam LVL or Glulam Beam BLOCKING PANEL, INTERIOR Boise Joist Blocking Vertical load transfer =1900 plf max. along bearing wall Use 3" (10d) nails at 6" o.c. Required on interior walls : - for vertical load transfer Load bearing walls when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* V'/ Provide adequate bearing for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls 10d nails SECTION @INT. BRG. WALL require additional consideration.— N.T.S. " `"""' ' MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (see table below) (KNOCKOUT EXEMPTS) D (see table below) DO NOT cut, notch or drill flanges 6" A 1%" ROUND HOLE MAY J 6" 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1�" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 8 V-0" 1'-1" V-2" V-2" V-3" V-3" V-7" 1'-11" 2'-4" 2'-9" 3'-2" 3'-7" _ Any 16" joist 12 V-0" 1'-1" V-2" V-2" V-3" 1'-9" 2'-4" 2'-11" 3'-7" 4'-2" 4'-9" 5'-4- _ �� S pan (ft) 16 V-0" V-1 " V-2" V-2" V-7" 2'-0" 3'-2" 3'-10" 4' 9" 5'-7" 6'4" 7-2" � 20 20 V-0" V-1 " V-2" V-2" 2'-0" 3'-0" 4'-0" 4'-10" 5'-11 " 6'-11 " 7'-11 " 8'-11 " 24 V-0" V-1 " V-2" V-3" 2'-5" 3'-7" 4'-9" 5'-40" 7'-2" 8'-4" 9'-6" 10'-9- NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS, 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3, REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS, 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7.1)/z" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End edia BCI5000s® 9-1/2" 2-8d %tj 11-7/8" 2-8d 14" 2-8d BCI6000s® BC16500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60sP 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 1 -7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSC w/(22)- NAILS 1 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S Jc A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) �I I I —III —III —I 11— Nail with 10-10d nails. Install tight to top flange. SLEEVE THRU STEM /. O SEE PLAN FOR .1 a . • ; . FOUNDATION INFO ° a' ° 4 STEM FOUNDATION \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4%2" gap at bottom of top flange. flange. 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 o� 0.6 X Joist p depth I -JOISTS BUCKETS N.T.S. GRADE . a. REINF. SEE PLAN �A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F, LOCATION OF SECOND H10A SIMPSON H10A (WHEN w/ (18) 10d x 1 1/2" ° REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION a Al � PVC OR SCH40 SLEEVE PLUMBING LINE Z •a d SEE FND. PLN. SIZE & REINF. Of PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE dC. Gf dC G a a C d G. v . TI 1' .Q SEE FND. PLN. SIZE & REINF. C) a°a J °••, L. fl 0 S S I ,fir To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. .. . O N ® 9 2ti a) 4t U. O7 It 7 LO N J W w n 6 'LL J a.d' LL V) NLLu_ a a �3 Z 7 dC 0 (9 C V 0 r� C moo 0 eIL °L W° a0 N pLO �. O M �w m Z "..m W N Q U O J oU ❑❑❑ Z N M o z o Ila a N z �N Q)4-1 (D o V 0 N LU 0 U 6 L I J l6 x� U o N 0 ° N �m o ° w z co O zo a 2 141 � ce E O QO F= >o QN ze H� CL O E U O i p z can c c <o r 0 �x m 0 z >Z A J ¢ ° s2o �z Q LLLL U a z �nw o� �3 o _� w� ;o d Ra x o3 .o d' _ E >M ^L1 � m W ` m o N r C)ins' ti v1/ W N O r = O LO yr/ T CD ' n N co r z cc z 2 E U J Q t] J JOB NO : 20-8077 SCALE : AS NOTED SHEET NO. SN 1 FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP.) VARIES / INSU 5/8" OR 1/2" HIGH-� STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR / PLAN _// 1x2 P.T. HORIZONTAL NAILER STD. 90- HOOK (SEE DETAIL (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. <_ 8'-6". (2) @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 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 UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH Cl) PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II a (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. D ' I=jI=1Ll=1 I I_ ° • 11=1 I �I I I r PRE ENGINEERED WOOD ' �I ��1( I I - ° TRUSS @ 24" O.C. U.N.O. —"—I HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rG G NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" SN1 ELEV. VARIES FOR ADDITIONAL SLAB S3 - - INFORMATION. ALUMINUM DRIP EDGE 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C 12" .N.O, 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) - S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL - EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) X ELEV. Y-0" (ALT: 1/2"x12" TITEN HD @ 24" O.C. OIL OR 5/8"x10' WEDGE ANCHOR @ 24" A.F.F. 0 z MIN. ELEV,-0'-31/2" �31/2" A.F.F. p ,00 b �r ° r ,e -r�r �r TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 wl CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW TOP PLATE STUD BELOW 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (12)10d NAILS U.N.O. (1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ (1) ROW 2x BLOCKING @ MID HGT, FOR HGT. < 8'4'. (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING FOR WALL HGT. > T-6". (ALT: 1/2"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6". .INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) SIMPSON SP1 w/ (10)10d NAILS "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE 6 x 6 W1.4 x W1.4 INCLUDE THE WALL 6 x 6 W1.4 x W1 A WWF OR FIBERMESH ATTACHMENTS 2" \ WWF OR FIBERMESH 31/2"MIN. 1 11-i31/2"(min.)-00 4" 11 I I —III- 31/2"(min )- 4" =1 I I-1 I = I I I I J I/G 1111111.�-Y 1� III 1�� III —II —III — I �IIr _ I f„,III—I (2) #5 CONT. 4" 11�11 —r I T� r 8" (2) #5 CONT. 411 i I-t i I1�11i i-I U.N.O. MIN. U.N.O. MIN. TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @ STEP K'CC "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 c� EE SOFFIT 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ 01N1 SEAMS. 2x STUDS @ 16" O/C \ 10 \�o E' SHEET LOAD BEARING OR INSULATION PER FBC AND ENERGYcoNc�N� EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' \ NOTE: " 8"x8"X16" KNOCK -OUT (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE SECTION C/S3 FOR BLOCK W/ 1#5 CONT. 1x P.T. STUD FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION SEE CC/S3 OR C 4 LAYERS W/ TOTAL THICKNESS 7/8" OVER SIMPSON SP1 w/ G/S3 FOR ANCHOR „ „ " "' " METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 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 (IF NO UP LIFT ON @ PLATE WASHER TYPICAL 24" O.C. VERT. OR 2x P.T. PLATE -TYPE "S" MORTAR WALL SEE GG/S3) 5/8" x 6" EPO„ XY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD SPACE ANCHOR „ FINISH 1x2 PT WD FURRING @ 24" D.C. 1/2" GYPSUM WALLBOARD #5 VERT. IN FILL C CELLS (SEE U.N.O. FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONIC, SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a NOTE:EXTEND WIAXW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE 00 D � 6 MIL VAPOR BARRIER D �r 4 D iv COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR I� ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 1'-4" (1 STORY ) STD. 90 HOOK (SEE U.N.O. 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS O.H.D. RECESS � z �M g r I I 1=—I=fl-f -I 11—ILI— I 00 411 — e _ II I� I : ' ' I I —I I I SEE A/S3 OR J/S6 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. *SIMPSON SP1 (6)114 x3114 1 At -WINS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING BOLTS 6" MAX FROM w/ (10)10d NAILS SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED BAR a Ui END OF 2 x PLATE TYP. T 2x P.T. PLATE PER MFR INSTRUCTIONS ° ASSUMED FINISHED #3 OR #4 REINFORCING BAR o GRADE r - D ° • ° . , .D °O _Z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi GRADE 60 MIN. F - 60ksi [ y ] a p . MONO OR STEMWALL z 1 cn -_ _ - -' e D °' FINISH GRADE 25" MIN. LAP [30"MIN. LAP] :5 1=L-III-I , ° FOOTING MONO SHOWN o i'-III=1 -) I w FOR CLARITY ° D °� ° ° P co6 MIL VAPOR BARRIER =� _ I I b ° ° I I=1 I —I I =La _ =I � 1=I � M �-, _ T z #5 REINFORCING BAR R17/8 I1— -i I I _ i—III= ,III=I _ _ _ _ _ I —III —III —III —III —III (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <_ 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA, EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR_ 3500#, MIN. TENSION 2600#) _' E 6x6W1.4xW1.4 WWF OR FIBERMESH -• °K I, °. 1T1 ,111—rf1-1�, ITI ITS I ICI I I; 4 II —III - 1III� �T� r #5 LAP SPLICE (2)#5CONT. p D ° ° III —III —III —III —III —III- ? NOTE: ° p PIIII�I�I� g III —III —III —III —I—! 1- N _° _ _ *FOR BEARING WALL I=I I !=III=III=III=III= COMP. SOIL. (COMPACTED TO 1_116411iii W/UPLIFT ONLY_____95% MODIFIED PROCTOR ASTM I -I 11=1 I1=1I 1=i 11= I I-= a lI-1 11=1-1 I1=1 I1=III=III=III=III;I D1557),LLTI I„I I Ir rl „I I, I� I1— =i I I 11=1=1 1=1 1=1 11=1 1=1 1=1 11=1 1=1 1=1 I!=1 11=1 11= 4„ 11411 '—I I �=III-III_=III, ; ,1111111111 � IIII=„III, ; ,III III I I I_ I i �- FRAME WALL TO C.M.U. WALL CONNECTION rD 1 TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min. 4" GRADE co ° • _ - — =(1) #5 �REBAR w/ OPT. ' 1=1I 1=�1=1 I I- - I I-T= 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS fV ' CO 4. III 11 rLf= tr_. - L11 e• =L=11 4" 1=1 III •,''.. —� iiiiIK T. Eiii • ; L I I� SEE A/S3 OR J/S6 I -1 Fir I I IIm� ,ill I I I II l 1- FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP, BD. 1/2" FROM SLAB 0' -0" 0 CONT. BEAD SEALANT Q INTERIOR ° -31 /2" ,. CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB m C r C9 r N M 6 MIL VAPOR _- BARRIER - - 1Z 1 III -I I-1 11= '=1 I I=1 I I- �Tiillllttllil 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" ��S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 36" MIN. LAP [36" MIN. LAP] 10" (ON 33" CHAIRS 8" 1'-41 8" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS F WALL W/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=V-0" 13 SEE PLAN 1 1/2" RECESS FOR RE S 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 C �* AT 24" O.C. MAX. SEE PLAN FOR CONNECTION INFO &LAYOUT DESIGN TOP OF BEAM (2) HTS20 SEE ROOF PLAN FOR STRUCTURALr - - - - - ° ° ' N °, G I I - M ' BEAM SIZE & a CONNECTION INFO M III a 8 ICI I _ 2x4 #2 SYP P.T. FRAMING w/ �„ I-IfiilI I I MIN 7/16 O.S.B. SHEATHING SEE A/S3/J/S6 ' "� g„ z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w 0 SCHEDULE a SEE TYP, WALL SECTION FOR ADDITIONAL j w 6x6 P.T. #2 SYP SLAB INFORMATION. Uj o w ABU66 SLAB STEP & RECESS S.G.D. M c SCALE:3/4"=V-0" �,13� 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS MASONRY WALL AND GARAGE COLUMN TO PORCH SILL AT 8" O.C. PAD FOOTING ATTACHMENTS & 18/D1 112" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL - EXTEND FILL CELLS W/ DRYWALL SCREWS @ 8"O.C. TO FOUNDATION PAD _ INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. r ' ON FLOOR PLAN SIZE VARIES PER PLAN M CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS o� z GRAD a ML FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 cat SIZE AND REINFORCEMENT) Uj C7 ;III= a d•— WWF OR F►BERMESH , a ,w o ! = I_I - - - - v l l=1=1 d' 1 O w C1; T a ; z ,- 4 ' S __ 1 ,OMMUNITY SPECS1 1 INS FOOTING LU �- -I�'- --■!.�!■--- BEYOND SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE TAPERED COLUMN FRAMING �C�D12 PATIO COLUMN FTG. DETAIL KN III �3 O�.Gir4 i •; 4r.0irOO�.Oi. pp zzzz'll at��r�OP 0 cp U �9• �O leO�ESSI��� '�B/�f 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 III -a (� P a0 8 o y c N N m LL s •�—O) N J. W r tl) v' cn ,- - N N LL LLy �.o- u- _j n. W rn 0 d : o Z W m e °o O 0 Irmo m�¢ W Z ote�� W�°'°' Lp Z Jog Z N M o v U J ❑❑❑ R-` W C7 M N M z z J d � U) 0 0 a--+ I-I_i OI.8.1 0 � � Y r_ M v w � z c.) o c C) ¢ ®0 o W Z M M m � Z 4 ai E o =o 00 >o QN z® B o E Qg� X O oa U 01 �Z N �o 0 azmo U) C v V .2 0, rn J ¢w aw �z N o o 50 a Z �w w az =3 o r7 � C.0 10a °3 o T >M N= nL, � W \ m a N ^ 0 v O L / T I (0 r N E M o Z E it E 0lu U .°� a ui C:m JOB NO: 20-8077 SCALE : AS NOTED SHEET NO. S3 (MONO) 3 S m x N �o J 00 cc N m a S 0 9 0 00 I N L d ,o i 0 N N 0 d E Cn W 0 a t.L C> .S U 0 0 UI 0 i 0 U J LZ 0 0 N 0 0 0 `o Q; 0 0 M m 0 (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA, TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12dTONEAI MIN. EXTENSION FROM DOUBLE 2x TOP LS SPACED EXTERIOR FACE OF BLOCK EVENLY EVENLY S 1 M M VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE WALL 1 1/2 MAXI U INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 2 1/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12) 10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID IF POINT EVERY OTHER +' STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD BLOCKING (TYP.) 2x P.T. PLATE OOF TRUSS 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT MOISTURE BARRIER 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90^ HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL rF CL TO DRAIN EXTERIOR WALL CLEAN -OUT WALL A SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 1 ST COARSE 2ND COARSE 3RD COARSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT rD SCALE: N.T.S. S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT a a ° d a a 8 STD. 90 HOOK 8" LINTEL BEAM W! (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 10 FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. SCALE: N.T.S. S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1!2" PLYWOOD BLOCK WALL ABOVE, SCRAP MATERIAL J W T 0 FORM CREATES CONCRETE RECESS TO 2x4 (NO M.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION K/S4 GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD GARAGE DOOR ROLLER GARAGE DOOR TRACK FOR DRAINAGE CONNECTION ASSEMBLY GARAGE FLOOR j TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. a a a a a SEE PLAN FOR FOOTING DIMENSIONS POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL rp SHED FORWARD THIS DRAWING. SCALE: N.T.S. S4. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. t`��1141'bllbv4l 2x CRIPPLES @ -� 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" —� O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING -� VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE, HORIZONTAL JAMBS DO NOT TRANSFER LOAD- 2x6P. J-BOLT TRACK BRACKET FOP a iARAGE IOOR W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) 1 (1)LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR 1� GREATER HEADER '—(2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 OR ; SIMPSON HTT4 TYP, Op U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. SL� SIMPSON SIMPSON A 12 (TYP.) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED SIMF SON SP2 w/ (12)10d I NAILS AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIERIGIRDER TRUSS SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD L MAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90° HOOK IN K.O. BLOCK TYPICAL INTERIOR NON- ALT. KNEEWALL ABOVE MASONRY WALL DETAIL E SCALE: N.T.S. S L.SPLICE / PENETRATION THRU TOP PLATE w/ MORE P PLATE WIDTH INSTALL SIMPSON 16d NAILS 2 ROWS 10d @ 3" O.C. (14 NAILS TOTAL) EA. SIDE OF 48,SPLICE STAGGERED N. SIMPSON SP4 2X TOP PLATE OVERLAPPING (2S4) —� /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2 P SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 10d @ 8" O/C ATTACH ALL EXTERIOR STUDS W/ (41 16d TOENAILS TO �i P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS SIMPSON C SIMPSON SP4 SP2 \-NAILED INTO TRANSOM TRANSOM FRAMING FRAMING P.T. SEE SECTION AA/S1 -ATE AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSC LINTEL SP4 SP4 a SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END w U 2x TOP PLATE v' V2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. FSTAGGERED FROM BOT. SEE AlS3 FOR PLATE TO CONCRETE RE►NF. INFO. -\ BEARING WOOD FRAME WALL ,J 4 SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° o ° • HTT4 w/ (18) 10d NAILS (3610# SPF) ° o • HTT5 w/ (26) 10d NAILS (4670# SPF) o ° • DTT2Z w/ (8)1/4" x 1 1/2"SDS (1835#SPF) ° o ° • HDU2-SDS2.5 w/ (6)1/4" x 21/2"SDS (2215# SPF) ° ° • HDU4-SDS2.5 w/ (10)1l4" x 21/2"SDS (3285# SPF) • HDU5-SDS2.5 w/ (14)1l4" x 21/2"SDS (4065# SPF) • HDU8-SDS2.5 w/ (20)1/4" x 21/2"SDS (5665# SPF) • HDU11-SDS2.5 w/ (30)1/4" x 21/2" SDS (6865#SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT W/ WASHER &NUT 9 • FOR DTT2Z USE 1l2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER &NUT • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. ° MIN. 8" EMBEDMENT W/ WASHER &NUT HTT / HDU TENSION TIE SCALE:N 10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE a I I 2X8 P.T. BOTTOM P TE 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 " ROOF TRUSS ABOVE 2X BLOCKING -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. / STAGGERED STAGGERED 0 o TRANSOM FRAMING BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM Q 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 �� SCALE: N.T.S. ,45%11 !e ttttrr'�E�i r SE�• . A ••: �v < .: \GG �h�F' CD • `' FLO sic) t To the best of the Englnee 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 :D 0 8 co N CO co Q 10 N Co 4 ® y � ) LLj �H �i .4 i 11 a� N N LL a dj M M W Ui C LL LL a s J Q 0 Z m c°� o r o � m O 2 I W 7 1pN� m m og�� Q µ W Z I o 00 N Z N M ¢ (aj J OU ❑❑❑ i W z N 0 00 z o Q J Ln N M �` a o 0a) rz V LU � A- O N vV) w o � N U) i1 r— U LU J r— E — =m 8 xly.... s U o L �0 Q N 0 ®A ° m co W co M z ¢ o Z 4 J O 0 as O g Z ❑ a: t o '6 E X OU OQ W. 0 OU 0- O N � �z wo 0 = az Ii 4: L z 0 Y U �m m 0 o O ¢ Z H z C/) Cn � F az zZ iv o g0 a N W v 3 <o �z T j- NJ oir z¢ o� U5 >M L n\ m W m .� N (O co N .--� D O 0 m ) r co No 0) ' ^ L1 , 1/1 . = N r T_ LO r I CD n n r E c co Z z E O C c a U ¢ p JOB NO : 20-8077 SCALE : AS NOTED SHEET NO. S4 3 v _ m C -o O n 00 1 0 x N N= CV 9 rD 00 1 N L a c -n / Q N E E 0 0 C C cai ti V 0 0 cal Cn avi •o 0 •Uo CL J LZ N 0 a� 0 0 0 CL O • cV O N 0 0 V) 0 SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS BACKNAIL w/ (2)16d NAILS TOENAIL W/2 NAILING SCHEDULE FOR () 16d NAILS SIMPSON H10A w/ (18 ) SHEATHING DETAIL 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 1 Od x 1 12" AT EA. 2"X4° SEE STRUCTURAL NOTES — @ 24" O.C. NAILING SCHEDULE FOR OUTLOOKER OUTLOOKER AND NAILING SCHEDULE TOP CHORD SHEATHING DETAIL @ 24" O.C. FOR SHEATHING DETAIL BLOCKING FOR FIRST FOUR ," SIMPSON H1 OA w/ (18) SIMPSON SP4 w/ (6)1 Od x 1 Od 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 ROWS OF 45° t 24 MAX. TOP CORD BLOCKING 45°t 2X4 CONT"L" BRACE TOP CORD BLOCKING TRUSSES @ SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2)1 Od 3" FOR FIRST FOUR ROWS EDGES OF 2x4 CRO§§ BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" O/C. CMID HEIGHT OF TRUSSES @ EDGES SHEATHING APPROX 8" FROM OF SHEATHING TYPICAL TYPICAL RIDGE FASTENED AT @ 48" O.C. EACH JOINT W/ (3) 1 Od OUTLOOKER A BRACE TO EXTEND EDGES OF SHEATHING TYP. 2X4 KICKER 8' 0" O/C 2x8 SYP#2 "L" BRACE TO EXTEND AT LEAST 90% OF AT LEAST 9Q% OF WEB @ MAX. & (2 TOE NAILS @ 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EA. EN END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROM LEDGER TO 7/16" OSB SHEATHING & (2)1Od 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 OdX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS w/ 10d NAILS @ 6" 0 C 2x4 OUTLOOKER @ 24" O.C. (OPTIONAL - SEE 4" MAX. ELEVATIONS) 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)10d & (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 (2) 16d NAILS END TYP. TOP & BOTTOM ATTACHED W/ 2 16d TOENAILS INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD 2x4 PANEL BLOCKING @ 48" 2x BLOCKING ( ) 2x4 "T" ON TOP OF PANEL BLOCKING, EDGES AND 12" O.C. FIELD WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) •• O.C. FOR THE FIRST (4) FASTEN WITH 10dx3" @ 4" O/C SPACED ROWS OF TRUSSES FROM 2 4 "T" ON TOP OF PANEL SIMPSON H1OA w/ (18) 1Odx112"ATEA.� 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 —1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C INSTALLED PER MANUF. 2x6 P.T. SILL NOTCH "L" BRACE HERE x SIMPSON HGA1OKTw/ (4)1/4"x1 1/2" @ 48" O.C. EA. END TYP. TOP & BLOCKING FASTEN WITH 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED SDS SCREWS TO TRUSS & (4)1/4"x3" MOISTURE BARRIER BOTTOM ATTACHED w/ (2) 1Odx3" @ 4" O/C SIMPSON SP2 w/ (12)10d 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. 16d TOENAILS SDS SCREWS TO PLATES AT 36" O.C. 2 4 LEDGER MATCH BOTTOM NAILS AT EACH STUD PLATE SPLICES W/ 3l16"x2" PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT 1N KO BLOCK - MOISTURE BARRIER 1Odx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4)1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION 1 O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) 1Od NAILS & (4)1/4"x2 1/4" SCALE: N.T.S. S5 SCALE: N.T.S. Srj TITEN ON OUTSIDE SIMPSON H10A w/ (18) BACKNAIL W/ (2)16d NAILS 1 Od x 1 12" AT EA. REFER TO DETAIL J SEE STRUCTURAL OUTLOOKER ON SHEET S5 FOR r co r °' x NOTES AND NAILING X-BRACING, AND TOP N SCHEDULE FOR CHORD BLOCKING 00 co SHEATHING DETAIL INFORMATION `D 2"x4"CROSS BRACE 24" WOOD TRUSSES 30 co APPROX. 8" FROM RIDGE FASTENED AT " 2x4 RAT RUN BRACING 1 1 2 1 1 2 EACH JOINT W/ (2) AT 24" O.C. ON TOP OF 10d & (2)10d TOE BOTT. CHORD FOR 4 NAILS @ EA. END "- -T TRUSS SPANS 1� 2x4 PANEL BLOCKING N El ATTACHED W/ 2 -16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF @ 48" O/C FOR THE FIRST (4) ROWS OF (2) 16d NAILS SIMPSON HGAM10KTA OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. wl 2x4 BLOCKING 24" @ (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 & O/C w/ (2)16d (4)1/4"x1 1/2" SDS TOENAILS @ EA. END NOTES: BOTTOM ATTACHED SCREWS 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 TO BLOCKING & (4) MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) 1/4"X2 3/4" TITEN TO CMU ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL 2x4 "T" ON TOP OF PANEL x ( DBL. TOP PLATE CHORD SLOPE OF ADJACENT STUD WALL (SEE TYP. SEC.) TRUSS) SECTION 3 SECTION 4 SCALE: N.T.S. SCALE: N.T.S. S5 S5 2x4 OUTLOOKER 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)1Od @ 24" 0/C WOOD TRUSSES TOE NAILS AT EACH END @ TOP CORD 24" O/C (TYP) BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ MAX. EDGES OF SHEATHING TYP. L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS z 1/2"' CDX PLYWOOD OR 7/16" W CL OSB SHEATHING ATTACHED BRACING w/ 3 10d x 3" AT W/ 1Od NAILS @ 6 O.C. • EACH CONN. 24" O/C @ E ES AND 12" O.C. FIELD SIMPSON HGAMIOKTA w/ (4) MOISTURE BARRIER JACK TRUSS 1/4"xi 1/2" SDS SCREWS TOF1 SEE PLAN FOR BLOCKING & (4)1/4"x2 3/4" BOND BEAM CONNECTION TITEN TO CMU MASONRY WALL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 2X4 BLOCKING W/ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 1Odx3" @ 4" O/C (2)12d TOENAILS EXT. WALL CONN. @ COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARING LOCATION B.U.C. SAME NUMBER OF ROWS SAME SPACING rD ) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS SECTION g 2"x4" OUTLOOKER @ 24" O.C. W/ (2)1 Od PER JOINT IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) 10dx3" 0/C TOENAIL 6" O/C W/ (2) 16d TYPICAL (2)16d PER NAILS JOINT L- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN . SEE EMM/S5 CROSS BRACING DETAIL 7�1\ ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. SCALE: N.T.S. S5 1 GABLE TRUSS "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 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. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES SCALE: N.T.S. S5 `- 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) 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED 14' 1 Od NAILS @O.C. TYPICA GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C�DA TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAILS 6 SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX 7' BRACE SEE DET. J/S5 -, CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. WCl — ---- — — — — — LU 0 o O LZ O W it o v. O , � LU o � X O c T X Q g _LL d ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. @ NON -LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N,O.) "L" BRACE 24" 0'0" - T-O" T-0" - 6-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SIDS SCREWS TO TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES (TYP.) /—GABLE TRUSS \--STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 wl (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX, 9O� 0 CORNERJACK U CL U W Z 0 U HIP FRAMING REFERENCE PLAN 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS 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)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION @8111 dlift/�P� �•Q, ✓/v , • J J� 4 0 ••. L ����Jl f it I d I Ii°` �'�•�` To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. w a 0' E co -0o8 N� d 0 J C W 7Ln� % J xk W -o � it rn � ri u_ a j M M W C:: I a . @LL� J 0 oc z o Z i = F mOHpp �� m N( `LLW ._ JIom a 04 N Z W. 0 a N co 60 J O U ¢. z ❑O❑ z N og z z o J a U N N Cl z �OCz W � V 0-' Q N w o N U a LL, J E I V o y c U) s ®0 o co ¢ w z o 14 W cdE CL 0 zo os<� >N oa ro CL O E Xo oa �o O g� Oz z N �ZO ' zw �� Cn C _ C <. O Y U mo O Z H n -� w m ¢ ° > Z z III Q3 o ° Z N T U ¢ ¢0 _ F ~� d O w� �o a � � ZQ O- U2i Q L aS tm T m W U .� m N ir• U W O m U (�o r = NO LO.� N r I LO ,— ,— I� z' N �; 0 M Z E O Eca w a U _J „ Q p JOB NO : 20-8077 SCALE : AS NOTED SHEET NO. S5 ell w w 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL INSTALLTION MAX.MAX• 8 , DOOR JAMB (REFER TO PRODUCTNACCEPTABLE TO PRODUCT P.T. TO PRODUCT PROPER INSTALLATION � DO NOT DO THIS 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. 1 x4 1 X 4 #5 REBAR (TYP,) � 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d 4" 1 x4 P.T. FURRING 3/16"0 X 3" LONG FURRING (2) ROWS 3/16" x 3-1/2" FURRING #5 REBAR ` ' AND NAILED W/ 8d COMMON @ 6" O.C. 12" O.C. FIELD @ O.C., 2 ROWS STAGGERED 3-1/4" LONG X 3/16"� TAPCONS (TYP,) EDGES AND // TAPCON. INTO TAPCON @ 16" O.C. & 4" 2X8 STAGGERED @ 16"` ' - , 1x8 P.T. FROM EACH END w/ MIN. 1X8 BLOCK@ SPACING „ O.C.2 ROWS INTO 1 DETAIL 2"EDGE DIST. ATTACH2x BAND JOIST W/ d PER MANUFACTURE MASONRY THROUGH 1� 1x8 w/ 2 ROWS 8d NALS �� 1-1/2 DETAIL () 3 DETAIL STD. 90° HOOK (TYP.) STD. 90^ ` FILL SOLID @TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. BOTH CELLS HOOK (TYP.) FACE NAILS 1Od @ TRUSS VERT. WEB x 3 -1/2" DOOR JAMB (REFER 1x4 P.T. METAL SEAT PLATE TAP TAPCON @ 16" TO PRODUCT O.G. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL NOTE: LAP SHEATHING TO EACH END W/ MIN TO PRODUCT DOOR JAMB (REFER*2',',EDGE TO PRODUCT DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" D BOTTOM OF BAND JOIST TYPICAL APPROVAL FOR CO2 ROWS 3/16" x 3-1/2" x 3-112" TAPCON @ 16" 1x4 () O.C. & 4" FROM EACH FURRING TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. NOTC @ FIRST COURSE SIMPSON HGAMIOKTA 12" O.C. @ 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ ' +2 � w/ (4) 114x1 1/2"SDS SCREWS .T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 ` 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 OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL FOUNDATIONPER PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A = 1610 #FOR 2 STRAPS ES EMBEDMENT INTO BLK.) 1/4" MAX '-0" " SOLID W/GROUT 28 1 PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 3 1/4" 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 wl (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"x2 1/4"TITEN = 2150 #} 2 x 8 45' DIAGONAL (4)10d NAILS INTO LEAVE A CUTOUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION ° 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 1/2" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DI7�GONAL BRACE AT EA. CONTACT ENGINEER of RECORD FOR FURTHER INSTRUCTIONS. ' ° ;" . SCRIBE (NOTCH} FACE OF ARCH W/ (3)10d NAILS BACKSIDE TO FIT ARCH (4)10d NAILS INTO Z x 8 AT EA. END RETROFIT TRUSS DETAIL OVERHAN CONNECT W/ 8d NAILS BRACE/BLKG. N.T.S. e, x 4 SOLID BLKG. FULL WIDTH OF WALL) BTWN. OSBINSTALL WDW. SCREW ANCHOM\_2 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 DETAILS A 2 X 4 #2 SYP SCAB TO SIDE OF FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" INSTALLATION -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" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH START OF ARC IF TRUSSES USED W/ 3 #6 X 4'%" WOOD ) () SCREWS 16" O.C. MAX. OR IF MASONRY WALL DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. @ / (2)10d NAILS @ 8" O.C. 4 MAX. RAD. ARCH DETAIL USE (1) SIMPSON 1/2 HD TITEN (CENTERED) w/ X OVER TO TRUSS TOP CHORD NqN MIN. 4" EMBEDMENT AT 16" O.C. �F S 1-0" 5 -0rr SCALE: N.T.S. SS 12 + + OT N PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR pLAN 2x6 #2 SYP @ 24 O.C. + + + INISHFLO 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 /4" MAX EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL TRUSS TO SUPPORT : ° D: #5 BAR BLOCK HEADER 2 0 8 SOLID BLKG. AT TOP BTWN. ARCH O SIMPSON i 5 12d NAILS + + SOFFIT + p . p• „ d D• 10 ° D ° ° CENTERED W/ g 9 H BLKG. &BUCK 2X6 TO 2X4 H2.5A w/ (10) 2X4 SYP . ®s . D ° °D IN TOP o 1 X 4 FURRING 8d NAILS EACH TRUSS p a .'' KNOCKOUT / N :; ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 8 DIAG. BRACE BT 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ CONNECTOR '� a MONO FOOTING ' •', e' ° °. PROVIDE 2 x (3) SIZE AND REINF.PER PN LA VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SEE LINTEL � AND SECTION DETAILS BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY SCHED. LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL ° • ° D 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. bENTER SO IT .p DIRT TO BE INSTALLED BUILT UP PLWD. BUCK- 4'-0" MAX SEE PLAN PRECAST LINTEL ° STANDARD o °'. , (NOTCH) SCRIBE NOTCH BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION > 90' HOOK iv #5 BAR IN r TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4Y2" WOOD FOR OVER HANG FILLED CELL ♦ ♦ r ♦ 'r °♦ • �' ' 8d NAILS 2 x4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC 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. '. �r '. �. °. �. °.. �♦ °. ANCHOR INTO ARCH BLKG. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-B ARCH DETAIL K SECTION @ENTRY L SECTION @ROOF EXTENSION M REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" = 1'-0" SS SCALE: 3l4" =1'-0" SS SECTION DETAILS SCALE: 3/4" = 1'-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 314"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR x 1 SIMPSON2" MUST BE PACKED WITH NON -SHRINK GROUT USUALLY ± 2" ( ) BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. 1/2" NAILS L STUDS & O - NAILHTT4 U S & (1) 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" z0 IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. THE SAME SPACING ( REINFORCING COVER 6'_0 EPDXY MIN. 6" EMBEDMENT & SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER 3" MIN. EDGE DISTANCE FILL CELL FULL HEIGHT Wl OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP "' NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE , o 0 THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL p p DA 14 LU a A REINFORCING AS FOLLOWS: SEALANT T o —1 _ Fir LL a a 1 PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. e _r p I— — I— I I 6 �ri —,,. I— PRESS PANEL REINFORCING INTO PLACE. — _ " z #5x6' EMBEDDED INTO „ 6 MIN. LAP SPLICE W/ D D TIT-1Ti= - — � T � � EXISTING FOOTING 2 #5x6' IN CONC. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL in FILLED CELL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT p ° J�— r ' ° jj"(—�jT �- c„ DRILL 3/4"4" MIN. HOLE GRADE D — SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP O G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE (h1 p REMAIN FREE OF MORTAR. NOTE: co z_ \ ' H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r 0 D E4- TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° '0 SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ D (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. Of COVER EA. WAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. IIIJJ SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" FOR WIND SPEEDS UP TO 110 MPH", PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. c., C. r U � idilill 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. UA co Eco ti a 8 N t CV m Co LL d p3 0)J n, LL d LL W Ui Lu m JW u a a QjMM 13 -6 .- Z O Z m c"9 � o F- � y@ O m m O W 021'-0) ¢ a cc)" W � d J o a z LL N- M Z U 0 J Z ov ❑El❑ W z N O O Z � N z � � a N E3 t"1 N z 1 lL •,yam. /'�''�' � N WQ U 0 L.0 o N c CD LL, L U _® C) 'o N O Offil 04 ti o C z c o zo z as fl E ♦— r'3 w0 X� U za o a W. SOU O O E N TT a p o 0 Q a w L (n C C p OY mm m 0 o OLL Z J < ° QW z U 3 o.° k 10 z o �r WO C:)a 0¢ E 3 � W m N CN (D C O U m mil/ ICL W O b' T f>3 0 +^ �1 , '—C14 C� LO T i I N rn T a) `'' z M Z E 10 IL E U _j Q p JOB NO: 20-8077 SCALE : AS NOTED SHEET NO. SS 3 IR m v N 0 0 J r` r` 0 00 of 00 00 J 0 I N i c a N N i E. F�— CD N E v c 2 ti 12 0 U 0 C O U CD 0 i 0 0 0 J 7 N 0 N 0 ai v 0 0 a 0 "o 0 Y fn m 0 CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS, NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH TB PRE-ENG. TRUSS 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX &EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. ----/—WOOD TRUSS J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD TRUSS SEE ROOF PLAN � SHEATHING fi 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING PACK MAX 24" SPAN (EITHER USSES HIP SIDE OR BOTH IF REQ'D)NG.T (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE:NTS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM C , 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 7-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM - CONC. MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @INTERIOR BEARING PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SCALE:NTS SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( (2) 2x8 #2 SYP w, O.S.B. FLITCH PI TOP @ TRUSS E U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 44 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM a@ RAISED ENTRY 2 MASONRY WALL 4 SCALE:NTS )IMPSON HUC410 w/ 6d INTO HEADER & ( Od INTO BEAM - SEE =F PLAN FOR MOI NFO SEE FLOOR PLAN FOR SEE PLAN FOR CANT. COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR OPTION A SC EE/PLANSCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE INDION CATED OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PLAN FOR 0 SEE PLAN FOR CANTILEVER IF INDICATED CORNER SEE FOUNDATION PLAN FOR MORE INFO 5" y—X COMMON BM. ATTACHMENT SCALE:NTS SCALE: 3/4"=1'-0" BM. SPLICE OVER q ///— CENTER OF POST MIDDLE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @@ ENTRY FRONT WALL 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3)16d AT EACH STUD - TOENAIL EACH TRUSS TO NAILER W/ (3)10d IF 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. SCALE: NTS ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION SIMPSON LUS26 w/ (8) 10d NAILS OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 41/2" LAG SCREWS ATTACH (IF PARALLEL SEE 202 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 s SCALE: NTS VARIES 2x STUDS @ 16" O.C. ROOF SHEATHING SEE 1/S5 FOR SEE PLAN FOR w/ SIMPSON SP1 10 1 ( ) Od ATTACHED PER ADDITIONAL AT TRUSS SIMPSON NAILS (T) &ILLSAT NAILING SCHEDULE OUTLOOKER 4dO AILS INFO.VALLEY w/ 12 10d NAILS AT TOP 1 Od 2x4 #2 SPF BRACING @ EXTERIOR SHEATHINGSP2 INFO 16" O.C. W/ (4) 12d COMMON TRUSSES. ATTACHED PER 2x BLOCKING BETWEEN STUDS TOENAILS TO TOP SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON NAILING SCHEDULE TO TRUSS W/ (2) 12d TOENAILS PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS EACH END (BETWEEN TRUSSES STRUCTURAL SHEATHING NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR GABL (2) 12d NAILS TO EACH VERTICAL ATTACHED PER NAILING BOTTOM CHORD PLATE MORE INFO. TRUSS LOW ROOF/WALL STUD) SCHEDULE SHEATHING ATTACHED PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d VARIES W/ VARIES SEE PLAN FOR WALL LOCATION 2x4 BASE PLATE W/ 1/2" PLYWOOD NAILS @ 16" O.C. ALONG W! ROOF SLOPE SIMPSON LSTA30 w/ SIMPSONMTS 2 w/ (14) 10d x (22) 10d NAILS OR (2) 16d NAILS TO 1 1/2" NAILS TO BLOCKING WOOD WALL SIMPSON MTS12 w/ EACH COMMON BELOW @ 16" O.C. OR TRUSS. 2X4 CONT. W/ (2) MIN. 2x4 #2 SPF STUDS @ (14) 10d x 1 1/2" NAILS TRUSS/ FRAMING TYP TOP & BOTTOM SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR TO FLOOR GIRDER NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C. STUD TYP. T&B PER NAILING SCHEDULE & • MASONRY WALL BELOW: SIMPSON PLYWOOD (3) 12d TOENAILS TO a.. HETA16 w/ (9) 10d x 1 1/2" NAILS @ FLOORING TRUSS OR SEE PLAN FOR PLATE BELOW MASONRY WALL a 4'-0" O.C. TO GABLE TRUSS ROOF SYSTEM TOP OF WALL OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER SEE TRUSS PLAN c (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. o W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR d . TO GABLE TRUSS LOW ROOF TRUSS W/ 2 2x6 BLOCKING UNDER () FLOOR G.T. MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION Q COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE 16" O.C. MAX. SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) SHEAR TRANSFER INFO. �� SECTION @ FLOOR FOR CONNECTION 16d NAILS AT EACH END CONNECTIONS TO G.T. EXTERIOR. WALL SECTION ENTRY g CONNECTION r22��SECTION AT HIP GABLE 12 SECTION a@ BUMP OUT 39 SCALE: NTS SCALE:NTS SCALE: NTS SCALE:NTS SCALE:NTS DETAILS & SECTIONS ��tV�1�0!!lI�IBIIPII/o�� VASE z f F�� ?OFESSIO't 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 0 E O V 8 �_ m N to r ��� 0 7 co rn _j w to N Q J)r- 0M c' a a wad a w JwLL a zo Z r, m=v o 0� �- o'm O W Z 'o2�rn WJ cc a 0 a j� M Z U µ N 0 5 Z U ❑0❑ W z N M O z J cl- N � v (DM z 0 u- Cz 4-1 O w o cn c/1 � LUs z'........ Q OD 0 o w My C7 0 zzz Q CL E zo o0 H }o ¢s �® oa O U � O E O ¢ aa0 ao a. az 0 N � Lado 60 wz tr � co C Y 1 0 m C N o Qw en�zCx a I; LU U o< o w o oLL _L 0 CDo�o= zl¢ U 3 o d- a > (� /L m ` W m .� a N -14 CN ^ Y CD N O /�n11 0 U CO W m � 2-- O = o L{') CNI s— �1 L I r n LO T r N N cY) z M z 10 a U _ Q 0 JOB NO : 20-8077 SCALE: AS NOTED SHEET NO. D1 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 a. WINDOW BUCK e.. 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME w WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO 7-./ 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, 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 ^' ^ "^ THE ✓E BARRIER & tARILY SECURE WEATHER 7 RESISITIVE BARRIER TAPE (H65EMBLEO WINDOW ) HEAD FLASHING TIE-IN INSTRUXTIC 1. Cut, fold up & temporarily secure i 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 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 ## 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 NAILING FLANGE SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN SLOPE d 4 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 JOISTS UNDER DECKING (SEE DETAIL WP07) ED FLASHING Ee� SELF -ADHERED FLASHING WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"4" 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 WP02) SELF -ADHERED FLASHING 1 0 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK E AM SELF-ADHEF Q V-4" PER PLAN V-0" PER PLAN SHOWER SEAT G SELF -ADHERED FLASHING OUTSIDE CORNER 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 FLASHING REQUIREMENTS SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall (0.6 cm : 30.5 cm) include flashing as described in Section R703.4. A water -resistive barrier is described as a material behind an exterior wall covering that is SELF -ADHERED FLASHING 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 EXTERIOR providing a weather -resistive barrier, insulation, or for aesthetics, including but not limited to, veneers, siding, exterior insulation and finish CEMT. FIN. systems, architectural trim and embellishments such as cornices, soffits, and fascias. BUILDING PAPER WIRE LATH 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 SELF -ADHERED FLASHING than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or 1 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED ASPHALT RUBBERIZED INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall FLASHING JAMB & HEAD THROUGH SELF -ADHERED cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with FLASHING, SEE FLASHING SELF -ADHERED FLASHING----,,,AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or FLANGED WINDOW (SEE DETAIL WP01) ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard SCORED as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing RELEASE PAPER shall extend to the surface of the exterior wall finish. Approved corrosion resistant flashings shall be installed at the following locations: SELF -ADHERED FLASHING, �ro (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 EXTEND A MINIMUM 6" 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 flashings VERTICALLY FROM BOTTOM OF THRESHOLD :LF-ADHERED FLASHING ,TCH HERED FLASHING 1 2 4 5 g � 0- CL �a uJ d PLASTER STOP = W CONTINUOUS BACKER 0 U ROD & SEALANT W W = Iz ¢ W � o A U) a 0 SELF -ADHERED FLASHING INSIDE CORNER Ground (�- FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER I' 3-1/2" INCH FLANGE 1 ,1a THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be 2 sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 5 1.2. In accordance with the flashing design or method of a registered design professional. 4 1.3. In accordance with other approved methods. 6 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 7 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under 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 clutters. 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 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster in accordance with ASTMC926 over wood 2nd floor STRUCTURAL FRAMING STRUCTURAL SHEATHING A. STRIP OF SAF - - DRAINAGE PLANE WRB BOND BREAK WRB SF LATH I 11 Cement Plaster - 'ER STOP over block NUOUS BACKER ROD A 1 st floor LANT NTITIOUS FINISH 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 0 CV 0 CV CV CV 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W Co of OO 8 N # #r ! 0 O Cq �� to Cq 0L * M � vJNN4 J L1J u_ a 4 m LL u- a air Z a� m c � Y°o� � Z O C) F- m m o 7 f6 M LLZ LO N Z co O rn V __ N Q o J Z U ❑OD a, W z N co 0 0 z N z o 4 0. 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July 8, 2020 /''r�. `fit � f/ ��%�) 1 [/��� -�ty PE IF A �H SHEET 2��$ .,,-. ..._ _ _,,. .T.m_. ... ..,. -.,.,._-. _ .....,._,_._._... _, ............. _-...... `,__.-__... ,.... __ __... ..,.,_ ... .... _ _. _ . ,...._ _.._... . _ _, ... .. .._'_. .............. _ _._..__.__.._,.,_..>.._.._,,,......., .. J! As required by Fionda Statute 553.842 and Florida Admmistratitie Cock 9B-72, please prowde the informer#ion and appro�el numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Cn -�-- ^ `/ i ^' O L � Q 0 O 0 -- +� O N U �--� to �-� N 0 U 0 .� 'a O .- � 0 L L N O O = �' ,0 Li- - -L O M `0 > O - O � N L -0 L C � � C i- � .- V� Q ,.. ,. - .,. _."__ _.,_„ A3 .................... HD210-2 .., .. ._. �.. FL172441 . .............. .. . ... _,..._,.._,...- FL17232.3 ____ ., __ .... .aN_,e ESR 3455 ,........ ..--*....._.._.:_....__........._....... - ......_................... ESR-3445 12/3112020 _ _ ....._..__ 12/31/2020 A23 HU210-2 FL10446.2 _.. FL10856A .,.gym... ..4. ...., ESR-26N ESR-2549 12131/2020 _ .................._...... 12/3112020 - - - - HD2122 HD21 ............................ .............1-1-..._...,. ..........._................. ..... HD216 3 .................... HD26 HD28 2 ..... ...............................................:....................._..............._........._._.....,........_................................... HD410 HD412 ...._....._.................._........_..._.._...,_.........__._......................_.............--._. HD610 ........................................................................._......................................_......................................._................._.................................................................._........._..._._......_......._.._................-_-..._...._I....I..._I..._..I........... HD3410 FL17232.3 FL17232.3 . ,......._.................................,......................................................:_.......__........_..................... FL172323 FL17232.2 FL17232 3 FL17232.4 FL17232.¢............._............._..._....................._.................. FL17232.4 FL17241.7 ESR-3445 _ ... .............. _.....................ESR-3445....................................:....:........._. ESR-3445 ESR 3445 ..................._. ESR 3445 _ .._.._......_.... _...... ...... . _ ................_................,...,...._ ESR-3445 ESR-3445 _.._.....-._........_............................._-..._-..._..__................_.._...........__.................._......-.........._............_.._............_._.........._. ESR-3445 ESR-3444 12/31/2020 ..12131f2020 12/3112020 12l3112020 12/31/2020 12131/' Qd 12/31/2020 12/31/2020 _....................I........._......... 12/31/2020 HU212-2 HU216 HU216-3 HU25 HU28-2 HU410 HU412 HU610 HUCQ410 FL10858A FL10856-5 FL10856.1 FL1t3856;3 FL10856.4 FL10856.9 FL1085&9 FL10856.10 R-11468.11 ESR-2549 ESR-2549 ESR-2549 ESR2549 ESR-2549 ESR-2549 ESR-2549 ESR-2549 SIM200804 12/31/2020 12f31/2020 1213112020 12{31f2(720 .............................. 12/31/2020 ........... 12/3112020 12/31/2020 _........._.._._...._................_ 12/31/2020 -...�-............................_.... 12/31l2020 Motunting Brackets �10 Caugel 4-1Wx+112"x2'-12" .' o �fA35 $1 p t , (Ma be scut tow) See+ ri t0r lrecl�rle Might Stacket(16 Gauge) Cate o Subcate Manufacturer Product i]es>cri tion rovai Numbers Test Pressures Ex .(Date p 1. EXTSRIOR DG4+tRS A. SWINGING ThermaTru Firber-Classic and SmoothStar ON-IMPAC FL20461.1 +67.01-67.0 sf 12131/2021 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.6 +67.0/-67.0 psf 12/31/2021 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.9 +67.0/•67.0 psf 12/31/2021 ThermaTru Firber-Classic and Smooth -Star NON-IMPAC FL20461.14 +67.0/ 67.0 sf 12/31/2021 HGA10 ..................._...:, : .......I._...._...... HGAM10 FL17699.1 �::...__..........-.................... FL17699.1 Evaluation Report .._,.................. . --,.:, ..............,..._.. ......_ .. - ...._ Evaluation Report 12/31/2020 .::_ ..:_.11 12/31/2020 HGA10KT HGAM10KT FL11470-4 FL11470.4 SIM200803 SIM200803 12/31/2020 ...- ... ..,........ 1213112020 ThermaTru Classic -Craft and Benchmark FL1522& 1 +67.01.67.0 sf 12/31/2021 ThermaTru Smooth -Star and Benchmark FL15225.5 +67.01-67.0 psf 12/3112021 HHCP2 ___..__........._......._...-..--_.._--........____. HTA16 FL17236.7 _..._......................_..._. FL17680-4 ESR-3448 ---_._......___..-........._..._-.._-.__...,_...._.._......_ _ _..._......._.-.-........-.........-...........-�_- Evaluation Report 12/31/2020 12/31/2020 HCP2 HETA16 FL10447:2 FL11473,5 ESR-2551 SIM200802 12/3112020 ._...........I..-_.. .... 12/3112020 ThermaTru FiberClassic Smoothstar CiasslcCratt Rustic FL7640.1 +67.0/ 67.0 sf 12/31/2021 HTA20-18 ............_................................<....-....................._..................._...........__..._..__,_.._...................................._...........-..._...._.................................._...-._..-_-._._.....................__ HTT16 FL17680A FL173242 Evaluation Report ......................._.................._.........._........................................_... Evaluation R ort 12/31/2020 12/31/2020 HETA20 HTT16 FL11473.5 FL11496.1 SIM200802 ES-0130 12/3112020 _.............._................ 12/31/2020 Bot 112"Dlam A335 Galy. {Tye,} i! D "--.., ak B SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf 12/31/2020 HTT45 ...... _..HTW16 HTW20 ..................................._..............,,............. HTW24 ...........I .............._._ .. ._. _..... FL17324.2 FL172448............. _..... FL17244.8 .. ......._.:..... _..... ......... FL17244.8 _ .....<......_.—..................._:............._....................._,-_:-.:_.-................... Evaluation R ort _.................... ... ESR-3455 .......... ESR-3455 _.........................I...........-_..............................................__......_...... ESR-3455 ......... - ........ 12/31/202Q 12/31/2020 12/31/2020 ........ ,........ 12131/2020 _....._. .......<.. HTi22 HTS16 HTS20 HTS24 FL11496-1 FL1045622 FL1Q45623 FL1045&24 ES-0130 ESR -2613 ESR-2613 ESR-2613 12/3112020 ...........1 1 3 0 . 1/202 12/31f2020 ........._.._....I..... ,.... 12/3112020 ........:. _ .........:........ PGT Series 5570 FL251.10 4/14/2021 C. SECTIONAL Clo a Buildi Products p Y Residential WlndCode Doors W5 8Xl ( ) FL15279.37 +30.0/-32.0 sf p 5/21/2028 Ciopay Buildi Products Residential WindCode Doors W5 16X7 ( } FL15279:53 +30,0130,0 sf 5/21/2028 CI a Buildi Products 1 Res' ldentlal W1ndCode Doors W6 8X7 FL15279.85 + 38.0142.0 sf 5/21/2028 #14 if DrIlllru 5erews HTW30 - HTWM16 _.._....._._.._ FL17244.8 FL6223-_2._ .....--__-- ESR-3455 .._.....__............_...... _._ Evaluation R ort - 1213V2020 12/3112020 HTS30 HTSM16 FL10456.� FL11473.11 ESR-2613 SIM200802 12/3112020 12131/2(l20 CI a Buildi Products o- Y Residential WlndCode Doors W6 16X7 ( ) FL15279.102 +37.0141.0 sf 5/21/2028 D• METAL LOUVERED DRS Curries Diuslon ofAADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 NIA see inst sht) 12/31/2025 _.........._._.._..__...._.... HTWM20 _.._..._.. FL6223.2 _eA-...._............._...._.... __ Evaluation Report ..__._._.....__.._._._.._ 12/31/2020 HTSM20 FL11473.11 SIM200802 12/31/2ci20 a A/C Unlit ttom t dgre HUGT2 HUGT3 FI-6223.3 FL6223.3 Evaluation Report Evaluation Report 12/31/20M 12/31/2020 HGT2 HGT3 FL10456.18 FL10456-19 ESR-2613 ESR-2613 12/31/2020 12131/2020 2. WINDOWS HUS210-2 FL17232.6 ESR-3445 1213112020 HUS210-2 FL10855 R4 ESR-2549 1213112020 A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.01-65.0 sf 10/812023 - urrtmineSl p ` ('1'YPlcalh 3 in n�) HUS212-2,...... FL37232.8 ESR-3445 12/31/2020 HUS212-2 FL10856.11 ESR-2549 12131/2Q20 PGT Series 5500 FL239.7 7130/2020 HUS26 __ _. . :. ..... ..................._...__ HUS28 FL17232.6 ___...__._.._._...._.__........_...._............._............_................................_ FL17232.6 ESR-3445 _ _._._._..._...----...._.. __ ..__ __ ...___..._...__........___..� ESR-3445 12/3112020 12/31/2020 HUS26 HUS28 FL10856-11 FL10856.11 ESR-2549 ESR-2549 12/3112020 _.. ........................... 12/3112020 B, HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351A +40.0/•b0.0 sf p 2/16/2024 C. FIXED MI Windows and Doors Series 185 FL15349,1 +40.0/•40.0 psf 4/3/2023 II,APashv-rs Front Cross Support Self l&ink PI4 ( Ma bee Cut tct W) HUS28-2 JL24 ...I....._......._-.3� . _ . ..... JUS210 2 FL17232 6 ........._..,._..........__............_ FL17232 7 _--.-_---..-FL17232 7... _...._......._ FL1723211 ESR-3445 ..................._...._.-_.._...... _._..........- __ _ .._....._.... _........._........__._- ESR 3445 .. .. ............... ESR-34h5 _..... .... .0 ESR-3445 12/31/2020 12/3112020 12131f2.--. 12/3112020 HUS282 LU24 LU26 WS210-2 FL10856.11 FL10655.103 FL10655.104 FL10655.107 ESR-2549 ESR-2549 ESR-2549 ESR-2549 12/31/2020 12131/2020 ...921311551 6- 12131/2020 PGT Series 5520 FL243 4/30/2025 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NIA 12/31/2020 PGT Series 5500 FL261.1 NIA 51�12021 E. OTHER Left Bracket 16 Gau ( JUS24 FL172321.0 ............................. ESR 3445 12/31/2020 WS24 FL10655-109 ESR-2549 12/31i2020 #F 14 Self-DrIlEing Rrem Thru Brackets & JUS26 FL1723211 _.. ESR-3445 _ ..........._ . 12/31/2020 WS26 FL10655.111 ESR-2549 12131f2020 Back CrossSupport IntoAIC UntSomm Side: JUS26-2 _........._.._..FL17232-11 ESR-34451 12/31/2020 LUS26-2 FL10655.112 ESR-2549 _..._... 12131/2020 3. PANEL WALL (T ir. j« 3eCFi S#der hurricar rise) Yp' ........... ...............'-._....................._...._..._..-.._.__.._._........._............_.............._.._.........................._........... JUS28 ...................._............_.._.........-..........._......_._..................._......................................._-_....._.........................................................................._._......._.._...,...._.......,........................_..........-.......1.........., FL1723211 _.. __.._....._....._._.-.-.._.......-_........_....-..............-.._........ ESR-3445 12/3112020 .. LU528 FL10655.113 ESR-2549 _.....:_-...........-.._..... 12f31f2020 __.._........_................. -__ _ _ _ _._ ., -..._ . James Hardie Buildin Prod. g _-=- x ._____, . _ _.. _.. _..._ .______ Cerrr Lank La Sidin and HardiePlank La Sidin p p g -� e.__.__. _.__- ._. FL1319 .1 FL13192.2 2 /3 /2 2 12 1 0 0 A. SIDING N1A i l I i JUS46 FL1723211 ESR-3445 12/31/2020 LUS46 FL10655118 ESR-2549 12f3112020 B• SOFFITS Alside Solid and Vented Soffit FL15272.1-FL15272.2 +70,0/-70.0 psf 12/31/2020 KLEG3 .............._...._. .....,.. ......................._ KST260 FL17241.15 ..........._I............._ ..... FL17244.15 ESR-3444 ,,..._..... ................... ._.... ESR-3455 12131/20M .....I.., ....I.... 12131/2020 LEGS MST60 FL10667.71 FL10852:7 ESR-2615 ESR-2105 12131/2020 12/3112020 C. OTHER _.,_-- .-� _.- _. -. , -._.-_ ___ _,,. -_.. . - -- ___. <,- ...._..__. ..... LSTA12 LSTA15 R-1724418 FL17244.1$ ESR-3455 .........-....................._...._.._.............._.....................__................_.._-......I....................... ESR-3455 17J31/2020 12/31/2020 LSTA12 LSTA15 FL10852.4 FL10852A ESR-2105 ESR-2105 12131/2020 1213112020 4 c'�' ""'41 trmrid+eri ` latrriesiu'Thit S*AD f whsil eYt�li� ie arrgL�t l �1 4. ROOFING PRODUCTS LSTA18 .............................................._......_.........._...._._,..........._._........._.,._....._._..._.......... LSTA24 ..._.........__...................._.........._..,...--.._......_........._........................................_.........._......................_..........................................................................._.....................-_..................................................-..-........_..................._....................._......_......... FL17244-18 ....-_...._........._.._........-..._.................._..................................._..----_4......_................_.............._..........................................................-................_..._..... FL17244.18 ESR-3455 ESR-3455 12/31/2020 12131/2020 LSTA18 LSTA24 FL10852A FL10852.4 ESR-2105 ESR-2105 12131/2020 ._...._........_._...._........._..... 12/3112020 .................._......................... A. ASPHALT SHINGLES GAF 3Tab, Dimensional FL10124.1 NIA 12/16/2022 B. UNDERLAYMENTS Tamko 151b Felt Underla ent yin FL12328.6 N/A 10/18/2021 LSTA30 FL1724418 -ESR_3455 ........................ . 12/31/2020 LSTA30 FL1t 52-4 ESR-2105 1213112020 C, ROOFING FASTENERS NOTUSED LSTA36 .......... I........:....... -.....................:............ LTS19 LTS206 FL1724418 ...... _ ....... ._ FL172192 FL17219.2 ESR-3455 ..:.: ,, .... _ ..........._:. ..._.._....... , .. . , :..::- ....-1....................... ER 0200 ER-0200__....._............-._...............- 12131I2020 12f311202t'1 12/31/2020 LSTA36 LCf19 LTT20B FL10852.5 FL11496.3 FL11496-3 ESR-2105 ER-130 ER-130 121311202D ....: .....,........ 12131/2020 12131/2020 D, ROOF VENTILATORS Thompson Arch Metal Comp. Off Midge Vents FL16918.1 - FL16918,4 NIA 9/912026 Florida Metal Products, Inc Vent RV 10 FL21580,3 N/A 12/31/2020 Lomanco Inc DA-4 Exahust Vent L1 2 F 720 ,1 N/A 7/10/2021 Florida Departmertt of Business & Professional Regulation Pagel ofz ......_......_....- ...._......._._. LTTi31 ....._............ _._.............. FL172192 .............................................'-- - - -..._.........._........I.........................-... ER-0200 12131/2020 LTTI31 FL11496.3 ER-130 12131/2020 E• ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 NIA 12/31/2020 Bwldmg Codes and Standards 3r28/2018 ................................__.............._.._..._......................................._.................._._..............,....._................_.............._...-_,_.._......,,_"--......,........-.._.._.._...._._-...._..._-...._....._......._......._........_..............I........._............_ LTW 12 FL17244.8 ESR-3455 ..._.............---.._.._...-_.,. 12/31/2020 LTS12 FL10456.29 ESR-2613 1213112020 Boral Tile Saxony 900 FL7849:16 - FL7849.20 N/A 12/31/2020 Product Approval Application Detail ..._............_......................._.........._.._............................................._......................_......._-........_..._...._..............._........_..._......................_......-_..._.........__......_.._..._....-..........._._...................._._...................,.__...................................__.._........._ LUGT2 FL172402 ESR-3447 12/31/2020 LGT2 FL11470.7 S)M200803 ............._........._..._........I...I 12131/2020 MP3 FL17244.22 ESR-3455 W 12131/20M LS30 FL10446.15 ESR-2606 12131/2020 F. METAL ROOF Gulf Coast Su I & Manufacturin L PP Y 9, 0.032" Aluminum GuitLok 16" wide roof anel p FL11651.2 R3 NIA 4/1212024 MP34:........... FL17244-23 ESR-3455 12131/2020 A34 FL10446:3 ESR-2606 12f3112020 ode Entl or ate ere Date Pending ate iTrpe Version Manufacturer contact Engineer&License validated By V idated submitted FBC Approval roved Status Remsion 2017 Gulf Coast Supply & Manufacturing, LLC. Eng David Daniel S. Kuhn Locke Bowden P.E. 10/122017 10/102017 10/172017 12J122017 Approved Category: Roofing (352) 49&0778 PE75519 (334) 300-,600 subcategory: Metal Roofing info�gulfcoastsuppy.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida MP4F I ............. _ M1P5 FL1724424 _.._ FL17244.22-- ESR 3455 .:........... .. ... ..-__........... ,.,.... .:._:.... ESR-3455 12f31/2020 12131/202© LTP4 LS50 FL10446.19 FL10446-16 ESR-26W ESR-2606 12131/2020 _:.,.. 12/3112020 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15IJ76.1-FL15076.2 NIA 12l31/2020 MPH3516 FL17240.3 ESR-3447 12/3112020 WMI416 FL10667.86 ESR-26315 12/31/2020 ...._......_.........._....--_.---.................._...._...._....._....___.__...._______..._....----......._.-...._.._..----.......__..._._..__................_.._.._--.--....----__.__._..----._._.____........_.__...__...._....._ MSTA12 FL17244.18 ESR-3455 ......_......................__.._.. 12/31/2020 MSTA12 FL10852.8 ESR-2105 .._......_.._.._....................... 12131/2020 All American Shutters &Glass Galvanized Steel St�►n Panels FL17869,1 N!A 12/31/2020 MSTA15 MSTA18 Ri7244.18 FL17244.18 ESR-3455 ESR-3455 12/31/2020 12/31/2020 MSTA15 MSTA18 FL10852.8 FL10852.9 ESR-2105 ESR-2105 12131/2020 12/3112020 6. STRUCTURAL COMPONENTS Pr essional En ineer g „ _;., r. _ ,„ ;, . S:F' tl4rtti.4 : S:Isrerirx !s ,, ..., :,, .. p + s , .... , ,: _ . ,,, , . ,, ,..,, ,., _,,,. ,: :„ '>. , . _ ,. „ Quality Assurance Approved for Use Approved for Use Impact Design. - sad# Product Model.NuunberarName RoductDescrlptlon COMractExplratlonDate m Z OutsitleHVHZ Resstant sure 0.0 2& of Aluminum 5V Cnm M 0. • 5 V Crim Al minum oof Panel 0 20 4 o Yes NIA + 1 3 qu p m 5/32 qua, p u R anz z N N/A/ over 15/32&goof; Plywood-108.5PSF 2 0.032&quot;AluminumGuifLok Min0032&qua;AluminumGulfLokl6&quot;Wiide 04/122024 No Yes N/A +N/A/ &-116.OPSF Rmf Panel over 15/32 qua, Plywood 3 1&quot; 24ga. Gulf Snap 1&goof; Gulf Snap 24 Ga. 17&quot; wide Roof Panel 04/122024 Yes Yes N/A +N/A1--131.OPS MSTA24 ............... ......... : .. M TA36 ..................._ .. _ : _ . ._........._..........-.... MSTC40 ......._..._I............:................................._.__..........._......_..........._......-... MSTC52 R17244.18 ....... I. :......................:... FL17244.18 __,...:.:.................................................-....:.........._......._................................._.. FL17244.26 .......-..._......._................................... FL17244.26 ESR 3455 ......I.............I........ .. ......_............... ....... ESR-3455 ............... ..................:..:........_ ESR3455 .__......__.._..-_..._._........._ .._._......-.._. ESR-3455 12/311202(3 12131f2020 ..............:.. 12/31/2020 _._ ....I........_ 12/31/2020 MSTA24 MSTA30 MSTC40 MSTC52 FL10852-9 FL 52.9 FL10852.11 FL10852.11 ESR-2105 ESR-2105 ESR-2105 ESR-2105 12f3112020 12/31/2020 ........... 12/31/2020 ._..._......_.._.._ .......... 12/3112020 A. WOOD CONNECTORS! - - USP Structural Conn, see cha rt ANCHORS - Sim son Stro Tie p � see chart B. fTW Buildin Com orients Af •rieTruss Plates FL1999.1-FL1999.4 NIA 12/31J2020 MITek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 1/1/2023 .-............._........_...._...._.........._._._._.-..--.-......-....-......_._._._.___...._._..__......._................._...._..........__...._._...-...,..._........_.._......._..._..._....._..__.._....__.._.._........._......_........___.....__............._ TW1 ................... M 2 .................. MT�NIS���� ��������- ........................................._..............,........................................_......_.......___................_......................................................,........-..............................................._.__........_._.............._.._.............._.........._.................._.....,_...........................I....I......_.... MTW18 F 1 ........._._...._ L 7244.$ ......_._........... FL17244.8 FL17244.8 ESR-3455 ......_._..........._......_....................... ._..............._ ..__.. ESR-3455 � �� ESR-3455 . _ . _ _12I3112020 12/31/2020 12131120M MTS12 MTS16 MTS18 FL10456.33 FL10456.34 FL10456-35 ESR-2613 ESR-2613 ESR-2613 ..._....__..........._................ 12f311 202� ���12/31/2020�� ..........._............................... 12/31f2020 C• ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1-FL6527.5 N/A 3/31/2621 D, MATERIAL Cos# -Crete CO , Hi h Stren th Concrete Lintels 9 g FL158.1 N/A 5/21/2022 MTW20 I ........ ...... ... MUGT15 FL17244.8 _ .....:_ .......................:..................._..................... FL17240.5 ESR 3455 ......_ ........ .......... ESR-3447 • • 12/31I2020 .. 12131f2020� MTS20 MGT FL10456. FL11470.9 ESR-2613. '. S�M200803. 12/31/2020 .... 12/3112020 Commercial Concrete Products, Inc. Hi h. Strength Concrete Lintels FL1774 N/A 5125/2024 over isr32&qubr, Plywood 4 1&goof; 24ga. VcrsaLbc 1&goof; VersaLoc 24ga 16.5&qua; Wide Roof Panel 04/122024 Yes Yes N/A +N/A) over 15fZ2&quot; Plywood-138.5P5F 5 1&goof; Versalm .032&goof; Aluminum 1&quot; uot; Pl w min .032&goof Numinum over 04/122024 Yes Yes N/A +N/A/ 15/32&goof; PlyWmd -101.0 PSF 6 1.5&quot; 24ga. Gulf Snap 1.5&qubt; Gulf Snap 24ga. 16&quota Wide Roof 04/12/2024 Yes Yes NIA +N/A/ Panel war 15J32&qud; Plywood-116.0PSF 7 1.5& uot; 24ga. Versal-oc 1.5& ot; Versaloc min 24ga. 16&qua; wide Roof 04/122024 Yes Yes N!A +N/A/ q Panel over 15l32&qud; Plywood-123,5PSF + 8 2&goof, 24ga. MegaLm Mm 24 ve. 2&qud, ot; Plyw 18&qud, wade Rmf o4/122024 No Yes N/A N!8, Panelover 15/32&qua. Plywood '108.5 PSF 9 24 Ga. Gulf Lok Min 24 Ga. Gulf Lok 1s&quot; Wide over 15J32&quot; 04/12/2024 No Yes N/A +N/A/-96.7PSF PIood vw ' Se & u ide R Pene 1 202 No Yes N!A +N/A/-93.SPSF 10 24 Ga. Gulf Seam Mm 24 Ga. Gulf am 16 q d, W mf I 04/ 2 4 over 1x4 Wmd Puriins over 15/32&qud; Plywood NFM35X12 _... ........_..... _................. •NFM35X16U RL5782 ............. ..... ........................................................................................_...._.......... FL578.3 Evaluation Reppnort ....__ ._.......... "r:-....._....-........-..................................:...... Evaluation Report 12/31/2020 12/31/202D MBHA3.56111.25 MBHA3.56116 FL13904.6 FL13904-6 ESR-2616 ESR-2616 12131/20M ...._. __.....I._......... 1213112020 PAU44 FL17239.13 ESR-3449 12/31/2020 HDU2-SDS2.5 FL10441.4 ESR-2330 12/31/2020 .........._.............-_......_.......__.__........__.._-....... PAU66 ..._._.............._..............._._................................_...................._.............._................................._..........._................. PHD2A ................_._ .........._ .......... PH)Q13516 ..." . ......... ..... .. ........... RFUS .... .............. RS150 _............_..........__.__..._..._....___..........._............._._.._........,_..-....._......................_...._.,-..._......___.....,....__...__...___........_._...........__......_...._._.._..............._...,..._...._...._.......... FL17239.13 FL17219.3 .. _._ ...._........,......I.......... .. FL17241.20 I.......... ---_..._ FL6223.5 FL17244.27 ESR-309 _...._............_..................................................__.._.................,........................._-.......---.._._.._...........................,......................._. ER-0200 ........................... ... _ .......-......__ .....I......_.. _._ ......__....__..............,.......I....._...__,..... ESR-3444 Evaluation R __ _.......-..._ ep ...................................-..............................._.............................................................._.................................. ESR-3455 1?J31/2020 12/31/2020 12/31/2020 12131/2020 12/31/2020 GLTV3.516 FGTR CS16 H1 H10 FL10667-8 FL11473.2. FL10852.1 FL10456.5 FL10456.6 ESR-2515 SIM200802 ESR-2105 ESR-2613 ESR-2613 _..._......_...__.._........._..... 12/31/2020 .-..._,..................._............. 1213112020 ...._ 12/31/2020 12131/2020 ........................................... 1213112020 ��, The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following !; information must be available to the ins ector on the obsite, 1 co of the roduct a roust 2 P j } PY P pP ) , ,' -._,,.._-.. ., , I _ _.. ' ___. 11 24 Ga. [3nf Seam 18 qu Ga. Gulf Seem, 1 l ov qud,32&q Lock, 04/122024 No Yes N/A N/A/ 18&qud; Wide Rmf Panel over 15J32&gook Plywood-tOB.SPSF 12 26Ga.5VCrimp Min26Ga.5VCrimpRoofPaneloverl5/32&qud; 04/122024 Yes Yes N/A +N/A/ Plywood-156.5PSF 13 26 Ga. SV Crimp Min 26 Ga. SV Q'imp over 15/32&qud; Plywood O4/122024 No Yes N!A +N/A/-131.PSF 14 26Ge.5VCnmp MInnsove V/32&quodywoodverlx4Wood oa/1z2oza No Yes ova ova Purlinsover i5/32&goon Pywmd -156.5 PSF 15 28 Ga. Gulf Lok n a. Gul 0 1 quo a oof aria over 04/122024 Yes Yes N/A 15/32&qud; Plywood-161.OPSF .... .. .-.-,.. .._. ... _.........._.......__ ...._ .. ....�..§�........_........._..._......_._._ RT762 .......... ............. .............................................................................................................................. RT16A ................_._........................_................_-........I...._. FLf3 ..._.......................- FL172362 FL17236.2 _.._........... ..._._ .............I _.._........-..._......._....._...-......................_..._........-_................ _..,._.._.............-............ ESR-344$._................................. .._..._ ....12%31I2020... ESR-3448 -.................._....... ........._......... .... __._........._.._..._.__... ESR-3448 12/31/2020 _...._._ 12/31/2020 H1O-2 H10A H3 FL3045f.7 FL10456B FL10456.13 ESR-�13 ESR-2613 ESR-2613 - ""' """ "' """"' """ " ..-1213112020... 92/3112020 ._...... _. .. ._......_... _.. 12Y31/2020 ._� __,_ ------- - :-..,_.�-_ ._ _. ., _ -_. -. ._..__.w.__ --'----_____ _ ----- - --------- - -'- ------------- _ ___ __- _ _ --_ -- ---"_ __,_ - -- --- ---:_ -_ _-_ ___-_____._.. :.___-._-- ____ - -_-... _ - -_.-....... ___.. _. ___.- _.---_ _. __.__- _ _. ___ .. _. '..___ _-. _ __.__--__._.__-__. _ ______ ___ _-__--_.._.. __. __ -___ _ _ _- _ _ _ - _ _ _ _ -� .�- _�._ .,u.._.--...,._ ..,_.,,.,._..,- _._,...,._.. ,____.,,....� .._..._,.:.,.. ...-_,...., _.-.,..,__ ......_.__ .,..,_„_,.�„_. _.,.._.__. _.:,_._....,_......__..._._....:_.. ;.-__ __-__ _ _ _. .__._ ___._ __..-__ _. - _ -_....._. _.._- -- - ---', __._.-..... - _ ................__..,i RT3A ..... ......._...._... ........ RT4 FL17236.3 ... ......... ............................:....:................................................._........................ FL17236.3 ESR-344$ .. :........ ._..._........ ........:....:.. ... .: .., -. ESR 3448 - 12/3112020. ...............:.:. 12131/20210 H4 H5 FL90456.94 FL10456.15 ESR2613 ESR-2613 12f39f2020 ._..,:, T 3112020 RT5. FL17236.3 ESR-3448 12/3112020 H2.5 FL10456.11 ESR-2613 12/3112020 1 ': i okin 8& u t Wide o + i6 26 Ga. Gu f L M 26quo Gulf Lok 1 q o i R d Panel over 04/122024 No Yes N!A N/A/-63.SPSF 17 26Ga.C-uIfPBR Min26Ga.GW PBRRodPanelover15132&qud; 04/122024 No Yes N/A +N/a Plywood-154.7PSF ..... .. ............. .. .. ....... ....................... RT7 ............. ....................... ..... FL17236.3 ......... .. _. ....._.. _......_...............__._......................._._._._...,.....-..._............................ ESR-3448 .....1- 12/31/2020 H2.5A FL10456.12 ESR-2613 ..--.._,....-........... _...... 12131/2020 ,.. -_ __- ._-__- -__ -__ _ - _..._ _ - _ ____ _____ _ _ _ __ __ -_ _ --_- __ __ _ _ _ __ __ _ :__ __... 1 -'i .:_..�.._.._� _..._._....._.��__..�,_ _.._-.._-._. _ ___.-... ._____.-.----------- APPLICANT SIGNATURE._...---.�.- DATE `".- -..--_..__ _ .. ,_.�__..,__._. -- - - - - ---- - - - - - - - - __ _. .._ l ....._-. U) RT7A ...... . .......................... .............._.............-.._....._,__. RT8A FL17236.3 ...__...__.._..................._ FL17236.3 ESR-3448 ...__. .. ..._... ..._.... __....._......_....__............-.........._._....._...._..................._...._......I._.......- ESR-3448 12131/2020 12/31/2020 H8 SP1 FL11470.3 FL10456.41 SIM200803 ESR-2513 12f3112020..-____..____...-..__._�._.:__ ____......................... 12I3112020 SPT22 FL17244.30 ESR-3455 12/31/2020 SP2 FL`10456.42 ESR-2613 1213112020 Florida Deparhrlent of Business & Plnfessronal Regulation Paget oft Building Codes and Standards 30=15 _........................_......._........................................................................................-............................................................................................................................_......._.........._........_.......................................-._..................................._.......................... ..... SPT24 ...:._PT4 .................. S SPT6 ...................................._......,................................._........._.......,.................... SPT$ FL17244.31 _..:......................................_................................................... FL17244.32 FL17244.32 _.............................._ FL17244.32 ESR-3455 ................... E5R 34 55 ..... ESR-M55 . _ _ .................-.., _._................................................ ESR-3455 12/31/2020 12131/2020 12f311202(l. SP4 SP 6 SP8 SPH4 FL10456.43 FL104566.44 FL10456.45 FL10456.46 ESR-2613 ESR-2613 ESR-2'613 ESR-2813 ............................................. 12/31/2020 ....._ ... 12f31f2020 12/31/2026 1213112020 Product A�roval Application Detaii ............................................_..__.................... -. SPTH4 - ..... .........._............-_...._........................................._......---.........._......._......................._.._.__................_................__ FL17244.32 _......._.._..-- _-..__........ _.._ __......... _......- . .. ._.... ESR-3455 ..._...__................................_.....-'--.._..._........._..._..........__......_...._........._.._...._..........._............_._.._...........__..._.._....... ._12131/2020 12/31/2020 SPH6 FL10456.47 ESR-2613 ........_...........................-...... 12f3l/2020 ...........,................................ auaikvAftar-saa Approved fw user Apmwsifor Usro `ngact, Desim SPT ii6 FL17244.32 - ESR 3455 12/31/2020 SPH8 FL10456.48 ESR-2613 12/31/2020 SPTHS FL17244.32 ESR_3455 U24 FL10655.141 ESR-2549 1213112020 Rod yet yodel, tkmnber err Noma cerfract Fxdratlar Dag ID UM iMslde HVHZ g to 2BGa.GrItPBR M1urzsover15IPBRRodFywcod rtx4wood oalzrzoz4 Yes Yes N/A +Nov Purlins over 15l32&goof; Plywood-151-7PSF 1s 26 Ga. GuIfPBR Nun 26 ea. GL41PBR over 15f32&quot; Plywood a4/f2raoz4 Yes Yea N/A +N>fv .... _ -...,,._................_....._.....,._......_.................,.................. SIJH2$ FL1723213 _.. __..........................._._........._..............12/31/2020 ESR-3445 12131f20217 HHUS2$2 FL10655:3 ESR-2549 ........_ ..........._ ........... 12f31/2020 �F THD28 FL1723216 ESR 3445 12/31/2020 HHUS410 FL106a5.4 ESR-2549 1213112020 ,54.7P5F 20 26 Ge. Gu1fPBR Not 26 Ge. GuMPBR over 1x4 Wmd Puu4ns over 04f122024 No Yes WA +N/AI 15/32&quot; Plywood-151.7PSF 21 26 GEL GulfRD Mn 26 Ga. Gu11Rib over lx4 Wood Purlins over 04/12J2024 No Yes NIA +N/A/ 15r3z&qua; Pywppe-1sa.zPSF 22 26 Ga. C-uf Rib Mn 26 Ga. Gu11Rib over 15G2&qud; Plywood 04/122024 No Yes NIA +NXV THD2$ 2 FL17232.16 ... ......I.. ESR-3/145 12131T2020 HGUS5.25t12 FL11468.11M200$t74 ...._.. ... 12f3112020 v J THD410 .. _ D4..2.............. TH 1 FL1723216 _ - .. _.__-........_.... _ _ _ FL1723216 ESR-3445 ... _ _ ........_. E -3445 SR 12/31/2020 --.. _.... _ _,._.. 1 2/31/2020 HGUS414 H 8SDS3 DQ FL11468.10 FL10441.1 SIM200804 ESR-2330 12131f2020 ......_.. _.._...,.. _ _........ 12/3112020 THD612 FL17232-16 ESR-3445 12/31/2020 MSTAM24 FL11473:19 SI M20OW2 12f31/2020 -159.2PSF 23 26 Ga. (3ntRb Mn 26 Ge. GudlRib over 15J328,rpnd; PIYw'nod 04/122024 Yes Yes NIA +NJA1 -159.2PSF 24 26 Ga. GntlR16 Mtn 26 Ga. Guywb over 1x4 Wood Purlins over OM122024 Yes Yes NlA +N/A/ 15l328quot; Poywbod-1642PSF 25 29 Ga. GaliRtr Mn 29 Ga. GulfRib over 1x4 Wood Purrm over 04/122024 No Yes NIA .N/AI 15/32&quot; Plywood-123-5PSF 26 29 Caw. GullRiib Mim 29 Ga. GulfRib over 15132agmd; Plywood 04J12r2024 No Yes NIA +NIA/ -146.OP'BF 27 29 Ga. GlM Mn 29 Ga. GuifRib over 1x4 Wood Punic over 04A 2024 No Yes NIA +N/AI 711629 Ga. GuItRi-101DPSF 28 29 lie. GulfRb Mm 29 Ga. GUNRib over 7/16&gook O.S_& 04J722024 No Yes N/A +N/A/ _ ...._..._.._.___........_.._.�_.____.._____. _. THDH414 ..............................._..._..._............................................................................-..-........,..._..................._............................._................_.......................................................___.........................................._....._..._.-._....._._................................................._.... UGTS3F ............................................_..................,.............._..................................................-...................................................................................................................................._........................................................_.............................._.............,...._..............,... UPHD8 _ _..........__________...____ ---_...-__FL1723217 FL2033.1 FL17219 5 .........................._..._..-_..__...-__..-._-.._____..._._._........_..._.........__...._......„..._--..__...........__....._...___.___. ESR-3445 Evaluation Report ER 0200 12/31f2020 12/31/2020 12131/2020 MSTAM36 MSTCM40 HHETA20 FL11473.19 FL11473.19 FL11473 9 SM200802 SIM200802 S1M200802 ......__..............._................ 12131/2020 ......._..-.......-.............._..... 12/31/2020 .-.....................I................... 12f3112020 > O a- _...................... . _ ..._. ...... .. - ....... .............................. .. ...... ........ . LGT3-SD.Si. 2.5 FL1 1470.7 .CIS M200803 ...12131/2020.. ......I ................ . ... . _..................... - ..., ................................._.._.................._,..................._..._.. - _ ....... _ .. _-...... ...............- ..:...: - LGUM26 2 FL11473.12 SIM200802 ._...._.........I........... ...-... 1213112020 - - - - - - - - - - - - -115.OPSF O � }, Search Cdteda Cade Version: 20,7 FLU 11fi51 Application Type: ALL Product Manufacturer: ALL Category: ALL Subcategory: ALL O Application statue: ALL Compllarnce Method: ALL Qbrallty Assurance ®say Contract Ekpted: ALL Product Model, Number or Name: ALL Product Description: ALL Approved forum In NW: ALL L Approved for use outside HVHZ: ALL Impact Resistant: ALL Design Pressre: ALL Date From: ALL Date To: ALL U W Code Entl or Date Date Date Pending ate mm Manufacturer Confect Enpineer & Llcensn Validated By Validated ,S�Itted FBC Annroval Approved S[_ atus Revision 2017 Smart Vent Products, Inc. Michael Graham Hermes F, Norero P.E. Lmke Bowden P.E. 08/172018 08/172018 08232018 10/082018 Approved Category: Structural Components (877) 441.8368 PE-73778 (334) 300-1800 ,/< subcategory: Products Introduced as a Result of Info@smadvent.com New Technology Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FLr'M5822-R7 Products _ - Quality Assurance Approved for Use Approved for Use Ind- Deslan Sea # Product Modal. Number gr Name Product Description Contract Explratlon Date ID,HVHZ Outside HVHZ Resistant Pressure 1 SmartVent Model #1540-510 Dual Function Fimd and Ventilation Vent 12/312020 Yes Yes NIA +100/-'100 O c� ^ c C Q 2 SmadVent Model #1540-511 Dual Function Flood and Ventilation Vent 121312020 Yes Yes NIA +1001--100 3 SmartVent Model#1540-520 Insulated Fiootl Vent 121312020 Yes Yes N/A +1001-100 W z J 4 SmenVent Model#1540-521 Insulated Flood Vant 12/312020 Yes Yes NIA +100/-100 5 SmartVent Model #1540-524 16&qua; Garage Dmr Flood Vent 12/312020 Yes Yes N!A N/A 6 SmartVent Model #1540-670 Wood Wall Insulated Flood Vent 12/312020 Yes Yes NIA +100L100 z Q 7 SmartVent Model #1540-574 14.5&qud; Garage Door Fimd Vent 121312020 Yes Yes N/A N/A J it SHEET N0. PA 1.0 i Florida Department of Business & Professional Regulation Pope I ef9 Florida Department: of Business & Professional Regulation Fage3dee Building Codes and Standards 2/12J20s Building Codes and Standards 2122018 (Q Florida Department of Business & Prollessional Regulation P.ge I a I Florida Department of Business & Professional Regulation P.pe 1 a 1 > Product Approval Application Detail ProductApp royal Application Datail: Building Codes and Standards Product Approval Application Detail + B Building Codes and Standards Product Approval Application Detail 115=18 � Q .. Code Entity or Pill 22k Date Pendino gee �"q�. - Ehetvcr y � Wig, Data Parolee (,j(g Q,% +•� O TVoe Vanden Manufacturer : Contact Entire eer&License Validated By Validated Submitted FBC Approval Aoorayed Status T_. version Manufacturer Contact Engineer&License 'Validated ev. Validated Submltted FSCflooyel Aoo�ved. status CU TT Revision 2017 Thermo -Tin Corporation Rlck VMghl Lyndon F. Schmidt,. PZ. Ryan J. lOng, P.E. 10/15nQ17 07/122017 1011aQ017 12/12/2017 Approved Revision 2017 Therma•Tru Corporation Rick Wright Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 12/13,7017 17JI312017. 12/21M17 02J1312D18 Approved � -ow no 20 � '� MOD Better a Do go 20 •� (`�/) {t1 �f.♦!• Category: Exterior Doors (419)298A 74B PE-43409 (913)767-6555 Category. Exterior Doors (419)298.1140 PE•43409 (83)767-6555. mm dardon jusadwalis 22wo A--Vd ANN ma C 2a= awimim. 15111112,11awlagal Abiwatived saw � �a U � SubCategorySWnging Extorter Door Assemblies rick.@rwbldgconsuganls. Subcategory: SWeging Exterior Door Assemblies rlckwarmpldgwricultants. Review 2017 Thwma•TN Corporpkm Rick Wright NatbnalAoaadaaeon& Ryan kKing Pg 12201Z017 09MIM17 12222017 Approved PAVN n 2017 Tkmme-Tro Corporation Rfdt Wright NatkRulAccvedW6oir& Ryan J. King, PA. 12= 017 091212017 12222017 Approved �,•J /� CIO Core pllance, Method Evaluation Report from a Core Compliance Method: Evaluation Report from a tom Dahill. Exterior Doan (419)299.174o WmInute t81s)WISIRI5 stitute a Capory: or Exterior Do Y (419)29a-1740 Management lralaute (813)757-055 cu �yV� (n Florida Registered Architect or a Licensed Florida Professional Engineer Florida Registered Architect or a Licensed Florida tsr ✓sa+ngkg EXWW DewAwmbaa SR&Calla delw®mEidgwersutda. on ExWkr Door AaeamMip ltlewQlnhl�censuaants. Cara Professional Engineer Compliance Maenad CarSaoWan Mark or Llaltg Compliance Modred: Certlaigatbn Mark of throng �tt''"Praxlucts-, .a - t� OUMItvA nos. Approved for Use Approve d for Use Impact Design Quality Assurance Approved for Use Approved for Use Impact Design. &Dept 219= onot 22d= 0 y„i• O Se°a. Prpduet Mpdet.Number ar.Name Product Desedptipn Qordnct Expiretlon Date In HVHZ O folds HYHZ Resistant Pressure. 9ee3 Produdt Modal.Numberpr Name: Product Deeuipten. Contract Expiration Date In HVHZ Outside HVHZ: .Resistant Pre�eun.. w: In HIM ,HVHZ AKI hfAm L o LL_ 1 a. Therm&Tiu Fiber -Classic: and Selooth-Star. Nominal '6W9;8&quotNon-Impact&quot; opaque '12f3l/2020 Composite Edge Fiberglass Single Door No Yes No WA 1 a. Theena•Tm Flaei-Class to and Smooth -Slat Nominal 6&99;8&quotNon-Impact&quah0 ; Opaque 12f3121 No Y. No NIA t a.and 8qua;BendMNrk by N and SAD opaque and ep:ad Faerg4N Dpwtlr 1 wl2/$U2021 No Yp No WA 6 a. MiLrot;SmaMh- 8puot and ddryoteendmwrk by Glazed FiberglDrs12A , 12021 &8 ald&O opaque aM Fiberglass Ow No Yes No WA }4 — �l�t (Inswing/Outswing; X configuration) Composite EdgeFibergless Single Door Thwma•Trwkpot andwlthcel SM*aa. In "am Dats�g Th—Tru&quot am withom Skmaa. Inawkg and Outswa ll \ V t}� O � N V 6 f. Therma-Tru Fiber -fleas a and Smooth -Star Nominal 8&*39;0 &quot en-Impatl&quol; opaque 12f312g20 No Yes No N/A (Inswing/outsvAng; X configuration) �/1 O c / •�•� v^` > O Composite Edge Fiberglass Single Door 6 f. Thu ma-Tru Finer -Cann, am Smooth -Star Nominal 8&#39.;0 &quotNon-Impad&quot Opaque 12/312021 No Yes No N/A 'Incr_rny/ol4"""; X cbnfiguh5on) Composite Edge Fiberglass Single Dow X (�f ♦♦ W W +� V_J '^ O v/ Clio L 9 i Tharma-Tau FmorvClasslc and Smooth -Star Nominat 6&11399 &quottJon-ImpaM&quot Glaxad 12/312020 No Yes t,b NIA Composite Edge Faargloss Single Door 9 LThermaTm FplenOlassic am Smoot -Star Nominal *1;Nwu1mpac &quol: Glazed 72/312021 Na Yes No N/A QnswingKkutswlrg;X configuration) Composite Edge Composite Edge Fiberglass 9lrgle Dom ingie . orerm.woutswing, X twgumil ^ ii V J 74 n. Therma•Tru Fiber -Classic and Smooth -Scar Nominal 0&7t39:0 &quotNon-Impact&goat; G1azeE iW112020 No Yes No WA 1.n. ma- ru er- ss c a m - a m nit uo olt-rope o 1. axe s ComposNe:Edge FlbergmSs:Single Dom CompasgaEtlger Fiaarglaser Sbgle Door (Inswln,'=swirg; X configufmlon) (mpM119011319ing: X configuration) [ass Florida Department of Business & Professional Regulation Pega2 ere Florida Department of Business & Profssak=1 Regulation pop I oil Florlds Department of BUSMness & Professional Regulation Pop i oil Florida Department Of Business & Professional Regulation Pop +of 1 Building Codes and Standards 1aw2= Building Codes and Standards Iimole Building Coates and Standards +m2o+e Building Codes and Standards Ifflole Product Approval Application Detail Product Approval Application Detail Product Approval Application III Product Approval Application Detalljsa92Ytsxom , e > QUAIIIV As ranee Aegroyed HVHZ Use A proved for Use esisi presD"Isure 6ep0 Product Model Number or Name Product C ...teeon Contract E Ir¢lonDMs In HVHZ Outside HVXE Resistant Pnssun 1 SERIES 420 ALUMINUM SOD SERIES 420 ALUMINUM SGD OXO 1213V2020 No Yes No NtA EldCStl�[ gm Erdt w � 1� 1 � MUM[ VWWM 16WAdACtLM VaWm.d av Validated &Mhgftd FrING AMOMANd A ANN i@� 1 � dhk d0 TM ) ySt,,VAd FIMApwoyal Agul,,d tiYaR Ftage+4t2a i� � 20t i& Iygg psalm UpscaleYdWdae W y S awn 145.3/4&quotx808quoI; NON -REINFORCED Rwskon 2D17 C*paY Buskg Products Company Mark WastarMN Idertsk Thin Services MA, Gay Phmhkr 9 1129R017 ON70=17 12IOS=7 Approved Reviw 2017 Capay&Igderg Products Company Mark WaNdW karMl T#WVSOWces NA, Gary Plushkr 11/2912017 OM1012017 12/05r2017 Approved Reviebn 201T POT slushed Wit Rltsrk MtsmlCatle BCCO•CER MIamFDeda BCCO-VAL 12/202D17 112BfT017 1ZIZ&2017 ApproveO 2 SERIES 420ALUMINUM SGD SERIES 420ALUMINUM SGD OX, XO, XX. 1213112020 No Yes No N/A Dram: Eide afDoors (513)7704M In (813)619$9e5 Cstsgary: Exterior Was (513)7704M Inc. (513)519.85" Category: F.xww Doom (9e1)48e0100 (7a&)315-2590 geaquot;x6q&quot;NON-REINFORCED aaliftle : Ssdikoml Exklbt DOWAssemb9a mwooMrkMadoM.own Su4Calagory: Sootior*1 Extorter Doorrlsambl*s wnt .o SIdCalsOaY: adding6tsrbr DowAawnkga droak®pplMdtaWeaoom 3 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OXO 1213112020 No Yes No NIA Compltsnaell I WrtMcetkri Marko LbOng Compmata lVelhad: CwditMlm Mark or LWkg coaptnw Maenad: Cmlillcadan Mark or Lktkg 145-3/4&quotx96&quot 4 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUMSGD REINFORCED LAX, 12/dil=20 No Yes No N/A P1M4UO Produces XD,.XXg5&q"t"s6&nuct'' Aawevadsw lln A—,dfbrlas itscAmft Awrovd for Lkw Approved for Use I®gAM goeslei gallon5 SERIES 420ALUMINUM SGD REINFORCED SERIES 42DALUMINUM SGD REINFORCED XXX 12t312020 No Yes No NIA ProductDesadmdoCantractERsd-Data1111M R thgj ProdtotMadN-Numhwwlama 1,.HIM gg ! P1faWR AMS loan E- 1438quotx9e3qud; 37 037 W"9 PAW2Fi51: 84A, 94, 73, 75. 1500, 190, 78. 76V, 4RST, 4R$F, BRBT, GRGF, 2RS'r, 48.42, 66, 48a, Steel PER thin. 26 g4) Single -Car (up to War wWe) 05121=28 WINDCODE8M74; W5 Gomm Dow No Ya No rag PSFhi2 PSF 53 00.1 W5•t8 PAN-�163: 84A 94, 73; 75, 15�, 190, NtBT, 4RSF, IIRST, BRSF, 48, 4R 66, 488, 429, 666, Goss. SW Pal (ma. 25 pa.) DoubkCar (I k IWO' O321=3 +side) YAWCODE&4174; We Garage Door No Ya No -30 P�1.3g P8F 10 BOD-557g (lam MN.NM kM.W Vinyl Sliding tlas Dow 04/142021 Yes Ya Va WA 429, 55S, GOW GD5SV, ISMS, ORWV, ARSS. ARSSV, GROW, OBIS, GRSSV, ARSE, ARSSV, E'DS6, EI)WV EDSS, ED58V Florlda Department of Bualness & Professional Regulation pop 1 of I Florida Department of Business & Professional Regulation page 2a13 Florida Departrnerd of Business & Protesraional Regulation P.P 1 a l Florida Department of Business & Professional Regulation Building Codas and Standards laws Building Codes and Standards 1120=0 Building Codes and Standards 11=1e Building Codas and Standards +1eTm1e Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product 1 Approve Application Detail PLN1a7.R7 t ' ,_J RS - j RJM&27a.aa QUAIIIyA9W_aR00 Agerom lot use Approysol for use Impac, "Im" ! J20 E MW. or 299 no Dab Pa"dho go See 0 fl'aducr Model.: Number or Names Pradurt D-1,91on Contract ExelreNon Date in HVHZ Outside KyHZ Real. presaura (;go LMI.-8 2d& 20 OWAftPMM tills 2m Enft9L go gala D mm Yellow mmutmw Gmtod EnginelL.S.Llose" Yaidatedav Validated sidmbw MAsprova( Afuoved am& 2 1855H 52x72FmFlangeFm—IGt8GarigieHung 10/0&)2023 No. Yes No +601-30 mo y.ersion claim EAMbOW& ValidatdD, Validated Submittal ow Approved tits& Most Vagedon VANdo dDit vamew automated IN Agowind Aanma4 IWO RWMN 2017 CURRIES Division of AADG, Ir c Desk Dave UL LLC Ted Boman, PE 11202017 10PIMM7 IZW=17 Approved Laminated Glass Revision 2017 Cbpsy BAIN Prodrob Ctxnpa w Mark Vks*f lid In*mk Testing Services Not, Gary Matter 112W2017 wmoml7 1201115=17 Approved Ravmice 21t7 Clopay BWdkg Products Corrpeny Mad Wsstabld Intamk To*" Services NA, Gary Pfaeh*r 11101oc 17 o8Mw2017 12/05=7 Approved Caegory: Exkla Doors (841) 494.28" (305) SW4707 Iatsgory: at4edscDoom (513)7T04pB2 led (513)b19$588 Catsgary: Exledor Door (b13) 770$082 Inc. (613) B1g43588 Bubcdegg+y: Edarbr DoorCompon.ra drve.adotgaatabby co tAGapay:9ed*nal Extsrbr Door Asssrrlbga mwabrMltl�olopay.acrrn JArhCwagary:8adkaml EbaMr Door Assemblies rmvsetsroMd�Opay.aan Compliance Melhed Certleaadon Mark or lmmg m CompYance atamtb Certfcetion Mark w L:Nag Courptcea Mselod: GAMaMIm Manic wLiaing FL*II 374t7 Prwbmb Acienoved for. Anwond Nrila IM20 Dam Quietly Assurance Aoweved per Ws 21fiM IllegallyAoawedtw lispAdmayodfwUu bM 2KW■ — (ba,j! Pmdudt Bled L M—bw weaa In.Hyn ou bLh-H9i1S Rubftnt PssMae . Oda.! I, mum 0,%M.HVHZ Bassisid Platinum lw.lt Product Model. Number , Nowes Ploamtoescrkmm earthed paragon ongs In RM ouma.tiYifiBassists t' — 1 W7,707,727,747, and 847 Single and Pairs of Doors Pkreh, Glazed, and Louvered single and pairs of 12412025 Yes, Ya Ya NIA 85 085 VJS-W PAN•21F153: 73,75, Sall, 94, 42, 48,42&488. atsel Pa. (.In. 26 ga.) ft*4w(up to VW wide) 05212026 No Yes its +38 PSFA42 102 102 V&IS PAN2F153:73, 70, S4& 94,42,48,426,4811111, Sorel Pon (min. 25 VOL) bwb*Cw(SIT to 187 06f212110 No Yes No +37 PSFf4/ rickey maml doom. 4RST, &RST, Goss, ORS$ ARSS, ED53 WINDCODISW74; W8 Gersgir Dow PSF 4RST, BRST, Gass, ORBS, ARSS, EON wkia) WINDOODEaa174; Wit Garage Dow Pap Florida Department of Business & Professional Regulation Paget uf2 Florida Department of Business & Professional Regulation Pag0202 Florida Department of Business & Professional Regulation P.ge 1 a1 Florida Department Of Business & Professional Regulation Pages I of, O Building Codes and Standards Irm2pm Building Codes and Standards Building Codes and Standards Violate Building Codes and Standards W012920 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail - Cods Version 9WtNL Itlt .or Contact Enolnew&Llcerts0 ValidatedEN Daft Date Submitted SuhmlMetl Date Pending I A Dmvel Des pro code a'ae Ya6t90 Man�rtacf rev EmIN or Contact Etielnecr&Upetiae Validated By .flits �Sa R&Sf PBndlnd gait SL4lrtffigIi FBCamroyat BgBigY4d ilfatYt Sig02 verag , J: + d ffi ! Sep# Model. Number Name. ]ualitv..Assurance Amrovadfw Use. Acor—d for Us, 1tsista .Denim Product Descriotlon Contract 9whatkn:Datt in NVH2 Outside HVHZ. Resistant Pressure Revisirn 2417 R.O MI We Doors MI (7ant Sloven M Uricn, PE 30 American Architectural ac 06Po412019 061DM2D19 D6N7/20+9 7JM1 Approved ApprWed Revision 2017 PGT Industwos Category: Windows JenSRosowSM Mlaml-Dade 8CG0 -:CER MIamFDade SCCO - UAL (941)486.0100 (786).315-2590 D2h5/2020 0127202Q 02262020 Apprtiyetl ISO - Rav*bn 20f7 POT klduatrka WarRank MkmFDade SCCO-CER MIaItWDeds BCCO-VAL Yes atl AI 12202017 1210812017 ) 12252017 Olga Approved .Product 2 I +5 -.5 egordwsend 36$- cla Cam9ory=N4ndoK5 (T77)364-6300 ManufaMurers Assalaticn (717)317-6454 SubcategoryFixed Irosovski@pgkndusmesc estop :Wkdmvs (941)488.0100 (7a8)3152090 tsrbCategory: Finad bsft1mgcrQmlwd.com Complande Method Cmtlficapo Mark a Listing one SubCatsgw. Sag* Hung dmwkopgwusb*aoom Campllarca Method: Oertiflc bon Mark a Listing MaelOd: Wrdhesllarn Mark 0 r L' Canpgwna Wng QualNv Aswranee Approved for Use Approved for Use Impact Destan Se- # Prodpd Nptlel Numb a Names QuMkv Assw a I4aduW Desai den C pact Ex ratlmr DMe &,d fw Use A—,wd for Use IDlgafit In HVNZ butsf a HV Z Resists Dindan Pressure sag# ProdueiModel, Number or Name. Product Description cpmrad ExolrMlon DMe In:NVHZ Outside HVHZ Resist Pressure; �� ' IBA ,{¢rJlgg Iffa�ol ) 6'`5520 (Ewes Missile Impact) Vinyl Fixed Wintlpw 0413Q2025 Yes Yes Yes NIA 1 185 PW 73 x.721nwlated Glass 04f03f2023 No Yes Na +601-8Q 7 SH3600 (Lags MYt Impact) Vinyl single Hung Wowwr 07202020 Yes, Ya Yes WA Florida Department of Busheas & Protastuonal Regulation pill Florida Department of Business & Professional Regulation Rage 1 oft Florida Department of Business & Professional Regulation Page I a+ Florida Department of Business & Professional Regulation psOs I Of I O Building Codes and Standards 1rsrm+a Building Codes and Standards 120=20 Building Codes and Standards 1fe2m+e Building Codes and Standards +firms Product Application Detail Product Approval Product Approval Application Detail Approval Application Detail Product Approval Application Detail �sppd�a�tt�y , t # , 'Apwpvedf hDesign nJa14t11 RJ1a1a2•P6 � n is go ih� 1� Quality Assurance A wowdforUae.'. Use Itnnect ffft, 21k lists )o galls E Mw Gies gait aw fir/ I Ilia t(w l- Ibaal glossa Eoak�&1�s mwmd" Y1d1� OIe.OIaG Agoro.A bYBI"Hz IIlII9 Yau49e ! Samei Otm>a�3.Ll�e VaWalsdar yy(� Oidmitla4 FecAoororal Aaatm!d OL&M Ilm! Yea Shcsard YYWwsdev YudBatffi Ogdl� 1�A�at Agnes OtaaM 2 5784 Uemcal Alunenum Mueon 12/312020 No Yes ass NIA Revk*n 2017 Theron-Tru cummoon Category: Meadow Does Rick Wdpht Lyndon F. Stmdor, P.E. Ryan J. long, P.E. (419)296-1740 PE�3409 (813)7874M 10fill 10118=17 toaml, 12N2201T Approval Revision 2017 POT hIdUWla Curbows Vp WMRad MIamFDace EICCO-CER (7803154 BCCO-YAL (941)466-01(p (7a8)31tS•2590 12N520tT 11M52017 12rDa2017 Approved RaWskm 2017 Jams Hadk Boodle PndWa, roc. Raganrg Zhu Ronald 1.Ogawa John Southard, P.E. �27 PE-24121 (352)387.252g 08125rX117 O6N92017 OBr2812017 tw1020t7 Approved `V eabCalagotY: Swhg*g 6rlerbt DoorA.NnWNa pmnaMtsme. Mum e+drCatsgo+Y%Masao dmwk®agmduetdee.00m mg PingMengxkul.Jslrrehar Cornpawme it e* EvamWon Report horn a Can CoMpeanea MWm& CeNM.ytlon Moir or Listing C=Wln+a WA#w* Evelatbn Repod horn a dd�.ccirn Fiords Regmarad Arehaget or Lkxmad Florida Fkrrlds Regmkeedl Ardwart a a Lloweed FkkWs O ProMaonal EnpNew FLI12644111111 Produces Prdsaiorlal Engineer L� mi /wwovadfwtta AbonegmlgLti@ lassal 2s" tlaad ►rodudVAdaLN—Iwwwmr 1nHVHZ A UserI� OUMI& $1HL amps ! prior 1 Muame forAllOowaand W*dmua AklrnlmWl Illusion o&2wMI year Yes Yes WA a"inHVHZ Aarawwl eve Ilea based !� 1 Pdaagrss 1 a. &gU*FbwClwb[gWk, iquotemooMMarBquot, &quotCkakCnS&gltot or 8OuotClapkCraa 6&tr89;8 &quotmlpectl1qu at Glazed Fiberglass, 121312021 Sft*Oow- 09 leavens or Outwrig Conigumtlon No Year Year WA 1 Cwrpisnk Lap Skarg tatsr omnea *P swing 12/312020 YM Yea, WA WA ICU RuslikScR ok + �i O Lr Florida Departtnent of Business & Professional Regulator peas i a 1 Florida Department of Sueinaes & Professional Regulation Page 1 of I Florida Department of 8lshteas & ProfesabnafRegulsUon Pa9., of, Florida Department Of BWIneSs & Professional Regulation Pagt I a I Buldirlg Codes and Standards tarm+a Building Codes and Sta clads IA2o+s Building Codes and Standards + 6m1a Building Codes and Standard + cdzgle ' ^ v / Product Approval Application Datali Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail W EmajaziotsE!dliPkE! iBO!€II7c4t PLIMEZYM Sim! Emww 21M 2Ys Date Parishes 21k gift EMMM 21h 21h lifts Slob Er&bcar !BI! 20 2da SmOI Eat w 201 MIN Dal Passage a& mm Ytirsibga Review 2017 Manubmw James Had* BuNdag Products, W. contact Budow A ukiwass Validated Ser Pagalnag Zhu Ronald 1. Doom Jaen SouBnd, P.E. ymmow OlA®Wed GY262g17 O&VM17 FIND Amoral 0628=7 loRw 017 so& Approved min Ytmffi NwaufNeunt Reviskn 2017 Jana Hotels Busing Products, *c. carried Engineer OLD Yet programs Zhu Ronald L 000M John Southard, P.E. V49MMod SubmUbd FBCADKOM ADOMM o8/25201T 081OL2o77 08282017 IOn02017 AMR Approved MIN vow" RwWm 2017 A*We Palle &Uwm v kwd my Mck 7rwtrpaen Lyndos F. Schm It P.E. Rqn J. King, P.E. ya t 10104/2017 ta03T2017 FACAOMMM Angrmaa 1011112017 1211212017 OLSM Approved I1m! Ymlon Review 2017 !sworuiegamer AM* coom Boubw a Lkem VatitlW4ltt Nick Thanpeon Lyman F. Sehmitlt P.E. Ryan J. Kkg, Pg YMmMY 3ubmftod FM Aporawal Associated$fa6N IWOM17 111111=17 101112017 1211212017 Approved W Coli.gary: Panel Was (MM) 349 2027 PE-24121 (3M 307-2628 Category: Panel Walk W%341il PE-24121 (962) 387 2528 Cd gory: PlanesPlanesWit (Bt3) 78741 (3 9222368 PE.49409 666 Category: Panty Was 922 (330) 2989 PE-19409 (813)7B7$666 SubOakgwy: Sol Pku(Rlmrgslw�anashar subcskgwy: 8Wkg pings"2b ulipmatw SnrhCatsgorp: SoSt mnarpear�amWedOm aubCsfapory: Softs uwompon®atsNa.aom Ce Comglknca ill a , ': LhWuadal Rapwtirom a ds.carl ak.eam MWm& Evaluwbn Report horn a Evaluation Report horn a Fkdda RpMwedArchtct we Ucwmd F*rlde RagFbdda lean AtrhtdwaUcmmdFlorid. FkxWe Registered Ard>tot a a Licensed Ferlde Forma Ragbtsued Ardltw a • Ucenzed Fkaida Pry ProMebnal Engineer Professional Engkwar PmMfkwal Eagklaarcompliance Engi z z 9WAkAumm Agargadforthea Assamovied fear uses imo d RONa Ancroved as,the Ao ,dhoruse g" Dallas gooLbsumm Appear kow Bldgn QUM Asagerecir Approved law low AowwWfor that imp .Design AW PrftWEdsLNtaberwNam. pmdudpawnuw CankadE=kmftnDda IDHYIlL outside lrVllZ P"bbM P406 l EL4! InRM outside hlYlR assigum P.fMOM $!a! Plpduwhm NumMfwNaas toHvH% oumo IBftesisdare, preseare SagI 1111 i outside HM d Q 2 HadkPtsnk Lap Skiing 8bw-cemwa lap sW*g 12/31r2m Yes Year WA WA 2 HardWNalk Lap 8W*g hhercanaM lap eW*g 1221200 Ya Ya WA WA 1 a&quot2T&quot Soft VaM or Saw Vkgd SWM 120=20g No Ya No WA 2 b.&WaA eT41i Solt Val or Sold Vinyl SollO 12/31r= No Ya No WA J d SHEET N0, PA 1.1 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail page a3 i2116!1M Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detaif Page 1 of i2a2020 Code Erdile 0=te a Data Pendlrm data cod-lo of )11ate ➢0ttt ➢Ma Panama Dale Version Manufacturer EIwInMr&License Yatitlatatl By Yg((gagd lllQ�liL4d FBC A-rogg Approved g(ps Tyt>a Version Manufacturer ContactFunhpmer8 License Validated By Va II dated Submitted FBC Approval Amoved STa rl Revision 2017 GAF Michael Stich Robert Nleminen Jahn W. Kneaevich, PE 12/112019 12111MID 12118,1201S ding FSC Apple Revision 2017 TAMKO Bulfding Products, Inc, Kaol Eden Zachary R. Priest Locke Bounden P.E. IOMS/2017 1pg52017 IMO2017 12M.22017 Approved Category: Roofing (800) 76'6-3411 PE-59166 (954) 772-6224 (417)ed03Q94 PE-7402i f334) 300-1800 Subcategory: Asphalt shingles mstieh@gef.com Subcategory:to u c teg ry: Ur kern eden@tamko.cpm Conipllanca Method: Evaluation Report from a Ey Iu Cord.'Re a Method; Evaluation Report from a CovVI ee Method; Florida Registered Arclihact or a Licensed Florida Florida tar a Licensed Flaritla Professional Engineer essione smear ionel Engineer :P).#1612A-R25:PrbtludFa , . �--.--..-.,•--.-, "..<. _' `..' ,..7a :,,. ,,. :'r'. :..,. `; 1, .' - i Lftlz3te:R&PrtrduoGs �f s ' Quality Assurance Approved for Use Aopmowd for Use Inspect Design Quality Assurance Amroved for Usa Approved for Use IM299 22W= Sea # Product Model. Numbor or Name Rgtluct Descrlg6on Contract Emlrallon Date In HVHZ OWslde HVH Resistant Pre=sure sap k Product Model, Number m Name In 2ASIde HWZ ReslsGtd Pressure -77-71 1 GAFAsphaft Rod singles Fibergt-inforced 3-tab, laminated, 5-hab and 12/162022 No Yes NIA WA 6 No. 15 UL Asphalt saturated organic Dag lo/ia2021 Yes Yes N/A WA hipsidge asphalt shingles Florida Departfifient of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I of I 116no1a F3a1aM16R2 I= VOrMW MWAdbOUNK Denied EmlmlGllawa vax By WiYaood ltbmtiad FOG Approve! ADMNW BMW Revelort 2017 LV. Thonpson, Ina. des Thaniaon ArchboMfO Tony ChWnan Zachary R, Prior Locks Boaiden 101"hil 7 101102017 1Un72017 121122017 Approved Metals Cmpary (TAMCO) (813) 248-UN PE-74021 (334) 300.1800 CaDagwy: ROD" twryeprnabtoa leg com SriCMagey: Roofing Aocomwin that on an Irulsyel Pan of use Roofer Slower Complance Model Evaluation Report front a Florida Reclsbnd Archked or Uconaed Fkaiwe Professional Ell~ FLEIEK@4t2 Produce, gtrsr.artnora Answered for U, Assigned For Use, kilo union sm Product Description cotwm wugfsuw oft tatilQZ outdo HI mnwm p 3 TAMCO WIdge Rod Vent with Banta 20 ga. Marc radYOrasfarwin ble(pabd base 09011im Yes Yce NAA WA Florida Deparhrtent of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pape t of 1 Immix ! 22M E1dw or lam gift Deb PW NM 219 Mori version to EndiessiL>s Vetldood M Mdow stddsmtl FW Appr!!val Am[oved ima Revision 2017 LV. ThwrgMr6 trio, nibs Thor peon Auch botaai Tony Distortion Zoom R. Preset Lodw Bissell 1011WA17 lGhlo 017 10/172017 12/1212017 Approved MOW Cornpany (TAMCO) (813) 248-UN PE-74021 (334) 900.1800 collgial Room �mm SubCabaery: Roo" Amrerls that an an Inbpnl Pan dtho Rooks 8yebm DOmptrce Magnet EnkwAon Reprthwn a Florida Registered Ardrweat or a lJoer eed Fbdds Professional Engineer AmpmaO.for U- Assomseed ftr Mi alesd Jmba lwd fill Kim OAIMOtiYfJi Hemmtm Pt 4 TAMCO Round Top OIFRidpe Vent with Sdse for Tin 28 ga sbSb rodven6bser wsh ba osOArl026 Yes Yes WA WA Florida Department of Business & Professional Regulation Page t d 1 Building Codes and Standards canals Product Approval Application Detail rode 1llsYaa[ lot kilt 2dLbosm got bat laldw (sedslim llkwm validated By mimod Amistall FADAagrsdAnowyAd Em RavWM 2017 LV. Thompson, Ina clue Thompeors Arehseebral Tony CMWston Zamary R Israel Lode Borden 10/152017 10/102017 to/172017 12/12=7 Approved MrW Conpany(TAMICO) (813)248.3188 PE-74021 (334)300-i&M Disposal Flooding tonyagmwbkao".twm Subfbbpatyr: Robins Aenelodn But an an Inegral Part of to Roods Sydam Consensus MOUMt. Eve uallon Report hen a Florida Repbbrod Arahibat or a Ulsi need Florida RofeasbrM Engineer DiMIOLArrrsurses Allocated fierJhs Aaacal 0,1Jlse M09 219M 1ml Pwimatmtia gtNll HVIR Bsham bruises 1 TAM00 FM Top Wadgs Vent wet U%for TAB 26 ga. diddle rmtvenadw with baffle OQMW2026 Yss Yea WA WA Florida Department of Business & Professforad Regulation Page I at Building Codes and Standards 1lam18 Product Approval Application Detail RJ21raR1 m m Ylrslm mmmkdm Entangler & LI9we valdded By YYldobd $UbMNbd FW Assuming ADOWnd mum RevWM 2017 FbMs Maid Produde 1ft Clark Jane Jones L Budur, P.E.@ MIch" John RWner, 10124W=7 10105=7 lawr"? 12MV2017 Approved Caboary: R0011ins is") 783-04M CBUCK Enabeertng P.E SubCsbporyt Roods AooMaeabs 6lat an an dwk®1Mtw.owtt PE-31242 (561)414.7557 b1gFalPrtdtha Races SYatrn Compliance Maawt Evaluation Repodhan a Fonds ReplslaW Architect ors Llomned Florida Pmbplon d Engrses r PLftigOM Pond ab Assisivained for Lh, Asorwndfw.Um lead ➢don Efa2 P22wagAmimamakIo IO }Jigumumm 1 Jagesessaws 3 3-FIAMCOBgae;RVlORidge VaMSpuok AkntlaumRige Varna for stated mob hBdaiad 121812020 No Yes No N(A from 0.0WAksrlltlm Florida Department of Business & Professional Regulation Pagel a2 Flodda Department of Business & Professional Regulation Pagel 01 Florida Department of Business & Professional Regulation Pagel of Building Codes and Standards 12w2uZJ Building Codes and Standards irm2ozo Building Codes and Standards +2azo2o Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail code Emlh or Dee Data Dab Pl ndlnu Did. Code Enfilly or Data Data Date Pending Dal 121111 11 EOi1�4L jtgtg ,fig Date Pendlna ,fig 7TVM Version Mmufaatener contact Enblruia&Lloanse validated av Validated submitted FBC Anorova Approved Synths Tie Vvor g8 Manuacturer comad Enanear&License validated By validated Submitted FBCAooroval Approved &alas Type Verid.I Men~- Corm Enoineer8llcsnsa Validated BY Valldefed Submitted FBC Approval Agemyed Status Revision 2017 Borst Fooling Anderson Robin IAPMC Uniform Evaluatlon Gary W. Walker 10/182017 10/06M117 1021mil Approved Revision 2017 Global Protedlon Products, LLC, Tim Robinson Walter A TIM Jr., P.E: Jain W. Knuevich, PE 09/06/2017 084312017 09/112017 12/1.22017 Approved Revision 2017 All American Shutters and (lass Mike BadNerl Frank L. Bernardo, P.E Troy Bishop, P.E. IOII 2018 1OJ1812015 10/232018 12M I12018 Approved Category; Roofing (001) 3W5091 Services LLC, (205) 854.0160 - Category; shutters. (954) 669.7545. PE-44167 (954) 772-6224 Category; Shutters Subcategory: Panels (561) 712.9882 PE-0046049 (954) 947-066D mikeb@allamedcanshuffe Sub'Category: Roofing Tiles RobinAnderson@b" co subcategory: Storm Pen al, tim.MbinsonQ9ppent.prom Storm mean Conpllande Method: Evaluation Report soon a m Compliance Method: Evaluation Report irom a rom a Conga Product Evalu.tion Entity Florida Registered Architect or a Lleensed Florida Flanda Registered Architect or a Licensed Florida Ra l tared A: hitect r a License Professional Ereinear Prc(esalonal Engineer -FL#7ad9.RT1'pradu a;:., :. s - F jn ,. -:. FL#178�:R2 Products .,, - QuaIlN Assurance Amrovetl to Use Agwowdfor Use image. ESf19D:- Quality Assurance Approved Tor Use Aowaved for Use I -act Degigp 6e0# Product Model. Number or Name Product Description Contract Emlredlon Oat. In HVHZ Outside HYHZ Resistant Pressure San Product Model. Number a Name Quietly Assurance. Product Drsserlotion Contract F]mlratim Data Amrovadfw Use In NVHZ Apaoved for Use outsld. }MiL 60patd Resistant Aesop Pressur. e ? Product Mortal. Number or Name Product ➢ssorinnan Contract l9mlrrlah➢ate In HVHZ Outside HYHZ Resists M Pressure ley e l e-Rialto, o es 17 Irony 900- Country Slate, Hartford Slate, Shake, Slate, Flat Proflle- Stockton; CA 12/312020 No Yes N/A WA 1 20 Gage GaNenlaed Steel Storm Pmeis/HVHZ Ctxin gated Galvanized Steel Storm Panels retained 1MI/2020 Yes Yes Yes WA I 24ga G.Iverdzed Steel Storm Panels 24ga Galvanized Steel Storm Panels 12J312,)20 Yes Yes Y. WA Split Old English Thatch or not tmdts to lNoyide hurricane protection. to Saxony 900-.Country Slate, Shake&amp; Slate Flat Profile - Henderson, NV 12131,2020 No Yes N/A WA 19 Saxony 900- Country Slate, Bake, Slate Ump: Split Flat Profile- Lake Wales, FL 171312020 No Yes N/A N/A Shake 20 SBxony900 - Shake &amp; Slate Flat Profile- LathRL CA 17J312020 No Yes NIA WA i e a um - mar a es NIA NIA 2e Wla 900 Medium Profile -. Lake Wales, FL 12)312020 No Yes NIA NIA FLMBVVM lade Ivan ymmo mo ReYWm 2017 nW Buaas Components Group In Casipil Structural wistoor ertb 6uIsCdspwyr: Than Poses Is' IN 1s farhsd Evaluation Rspon hales Prock d Evaluation EMlty, BrtY92&M produces; l Product Lftd&L Number w Planes 2 rrw BCG/Alpra Wpye Pbb FLEM9740 rsmt ion Version Ismi4aaaa Revision 2017 Mrrok lam, lends Cates"; Structural compon"I" Snb0abil l: Tor Plebs compliance Msstoth EVOuatbn Report from a Product Evaluation Emig FLM§74M Products ltal 2 m118 AMMLGdWa Florida Deperti netrt of Business & Professional Regulation Pall Building Codes and Standards 116120118 Product Approval Application Detain sing cookoLtLkw YarfmW®( IM919" lWpmtlYd FMAarmrm Assaulted AMR molt lewb IDD EvaWtiat SOvba, LLC W Wm tL Ranod. PE OOM 2017 091072017 09212017 Approved (617)918.6473 (407)681.1917 Ww4saalpnlssw.cem QUWW Analogies Approved for Attempted IN Uft basal DNIN ProductDwadoles conked E.NNBM pan hillim outside HVHZ Museum PnutM Maid Connrlor PlW 121312042 Yu Yes WA NIA Florida Departs ert of Business & Professional Regulation Pa a 1 Building Codes and Standards fanols Product Approval Application Detail Ermbf t 211a 21K DOW PWW W lase Sgmd Enakwor a1aw" yaNddwav Ymldatsl ltommm FaG-#mraY AID eft David wad too Evaluation servide. LLC ICC EvokoOm Se ngo. 1001912017 10/192017 lordm17 Approved (314) 861-7480 I.I.C. dwerlifirrdl.eorn (205) 59MM Quotas, Ala2noved for Use Aga>mdfor Uses lased laden Pan Deb Ia11bS oLtsw va ammo logs. IutwcartWorpbb o1Al2m Yr Yaa WA NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Fags z az no2mzo rffiy EUIN or lams ate Dab PendInu T2e Versic Manufacturer Contact .Enp1 der &LIcn. Validate!By V I ° Submitted ed C Aparoval Approve, s t anus Editorial 2017 We erhaeuser Rob Baldwin ICC Evaluation Service, LLC ten Lehrer P.E. 04/012019 0322r201D 04/OM019 A PP rovad Chang. Category: Structural Components (253) 924-8476 (608) 839-3288 SWCaegory: Engineered Lumbar Rebert.BeldyM@weyerhe compliance Method: Evaluation Report from a euser.com Product Evaluatlon Entity - - PL#8527-Rl0 . Fmclucts - Quality Assurance Aoore"dfor Usa Approved for Use Imoaa Desiun see # Product Model Nanbw or Name Product Description Contract Exnlretim Date In HVHZoutelde HVHZ Resistant Pressure 1 Mlerollam LVL Laminated Veneer Lumber 03131 2021 No Yes N/A NIA 2 Parallem PSL Perallal Strand Lumber 03r312021 No Yes N/A N/A 3 TlmberStmnd LSL Laminated Strand.Lumber 03131 /2021 No Yes NIA N/A 4 TJ Rim Board Structural Composite Lumber a Granted Strand 03/310021 Na Yes NIA WA board Rim Board 5 Weyerhaeuser Rim Board Oriented Strand Beam Rim Board 03/3M&21 No Yes N/A WA rod! Ilan V-mbUNRUAIK - Rnvtsbn 2017 ITW Building Compo tams Groats Inc. GrAM: Structural CamponsMs BubCabpaoy: Tlfas Plain CrnptlraeMaBro I Eralcetlm Report hom a Product Evaluation Busy FL#Itll�M Produces lffil 3 RW 9011%li Iola Trull R.a21a74M 996 ]Yx varies RevWm 2017 Mnek Industries, Inc. ctbgol Structural Conpmab SubOmbpory: Toss Pie Canpllanoa Mparad Evaluation Report from a Plodrot Evaluation aft !al 3 Mi18H8 Florida Department of Business & Professional Regulators Pape t e 1 Building Codes and Standards inmfe Product Approval Application Datall gm" Eo imKJLM om YarVYIaL®( yell" Aw mamd FAC Assorting Aom Md ill" Start Le" ICC Pya ustio, Brvios, LLc illegal M. Raniri, Pie 09f1912017 091072017 00021r2017 Approved (047)918-6173 (407)681-1917 Wwbrt$Ypkabv.corn Guests Aluminum Approved rar the AMOFOnd for Ur and 22" tL" Ii O.Miatiltlli fisasialf Plsemrs Maw connacw page 1221rJOU Yr Yce WA NIA Florida Deparlifirmt of Business & Professional Regulations Building Codes and Standards Product Approval Application Detail P.p.l of l 11 Ia2019 EItlBL1e gone leis ISM leis CommEtamraLbt Voldtad dsdlmYad tMAoorvivid Aaaroved Alma David ~ )CC Ev"on Service, LLC ICC Evaluation Servide, 10/1&2017 10/192017 1012 2017 Approved (314) 1151441110 LLC. daarlilirN.com (205) 69948M Answered for Use Ausersesed for Lin agmm laid product r lsttlaYwtar inhilli OLOMB Qlb scum PmMM 18 ga high sUmtgM him rwmedor phats 61A1/202.4 Yr - - Y" WA WA Florida Department of Business & Professional Regulation Page i of2 Building Codes and Standards 1OW020 Product Approval Application Detail :---'FLd'u5Bdi12 Pr ds Quality Assurance Amrovedfor Use Approved for Use Impact beaicn Z ula HVHZ Rest f Se # Product Model Numbea ante Product Description Gmtract Emlrntlm Data D Itla .s. N 12� �L.p L Pressure i High Strength: Concrete i lels 4. 6, 8. and 12 inch wide lintels 06/21 Q022 Yes Yes N/A PUA Florida Depertrisent of Business & Professional Regulation P.w t al Building Codes and Standards 11rm1a Product Appri l Application Detail itli19994t$ 2mk Kamm Rat 10 adLbadm 2di IIOI mown UMM&d m[ Spa xdwdmm maw" laM" PSQ AMWOM aMMM awn pool 2D17 mNBuaas Cmtpomrft amw ba abort umm I EvabOlat Services, LLC Wrap Y. Rased, PE 0shiii 09/072017 6921/2017 Approved Cabgw7: struckm C-M-1se (847)91SM73 (407)681-1917 Sub0olspory: Truss Phbs Wwwaselpkoiw.com W*bmo Mad ed EvYuabm Report Oem a Prohoot Evanuation F4d ly Pt>alteds Aooroved for Use Apareassed for Use knwd gggta( lml Product Dowd ContradEsuallarden DOW IBfDAIZ OutdtleIOAIL ) I 4 riW BCGAAptru Wan MOM Con slor Poo 12B112o22 Yr Ysa WA WA Florida Department of Business & Professional Regulation P.pa i al Building Codes and Standards flanole Product Approval Application Detail FLMS74M Selie EmOL9[ Rok front OEMrw iw 21k Im version t Comm m Famrw A Lloena vas By vsYmtd SE Wad FIMC Amyl AID sm Re laoss 2017 Walk Industries, lao. Davis Wed 100 Evaluation Swill LLC IOC Evake bn Seuvlos, 10,19IM7 10/192017 10222017 Approved Cless"T Structural Cortportsarts (314)$61-7490 LC. SubCWary: Tor fol dwetlQmMsw n (205) 09-M CwnpOrtea M.Ih kt EyaWOM Report han a Product EvehMan Enlifty, Fla21a74M Products Aussaninsed for UseAm[a1f9.atlat amd &esao lml Possum 4 MT20 20 ga. fetes oanedor phase own= Yr Yae WA WA Florida Departmerst of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pace I a i 1111=1a 921112 Pry gone 2111 Daa.pandim Ids YaadataA W 7vae Version,Ilwaal� li40Ym lo�tiJd�et Yedddw dim Fill .aOamul ADM&Ad lava! P Gets THUY H. HUM n 1 41207 t01131m17 1028A2017 121122017 Rwtsbn 2017 GOornvnsrdat Coedro4e ro0ucb,Mw. Robert John On 1 Approved Cat4m: SWchural Cmpwtmb (813)659.9707 PE80122 M) Sell Products Introduced a s Rare of NeW T ptxaatpaiw®yatoo corn echnsilogy Coappowce Mathot E WUSdon ROW than Is Florida Wp4bled ArchMot a a Lbemed Fba ds Pn04relontr ElgNse FLA11774410 analogues I Alleffossed for Uses Asionaeed for Use WNW lmlm lml P stil(tii 9JatidtLm RUNM PaMdme 1 costly PnrO or Commerdal ConaOa Products pncrt aed RoWeeaW Conoreb Unblis 05252024 No Yr WA WA Florida Deplartment of Business & Professional Regulation Building Codes and Standards Product Approval Application Distal Paga 1 a t I/ermfe F rode Ifgloror 20 aft taa.iao" 21k I= vowed masivalleal ramam Enokberiu4w,s ilaptlelW @t Yaftdaad 116 mid mAmna a AQgOMd !taste Revision 2017 LV.7hmpsort, Ina dba Thornil AmhbdLnal Tony Chrbtrnan ZagMryR PrYM Loan Baaden 10MOW7 1dlow? 101172017 12/122017 Approved Mek* company (TAMIll colegay: P44V (013) 2463488 taryagortaWdoagmns M74021 (334) 300.1800 thdCalapory: Roses Atlarratsa that en an IWgni pad ofthe Roots fi Syatmu Comptaim MMMW: EvokoWn RMwd hen ■ Florida Registered Archhed oreLlortaed Florida Re0i ProfeasbiM Enslcew FLMM54M Produces Aaotrmd.Buiat dtsgtgrtWfg[la! ISosd Paling too! 92akMUEto InHVKZ oulwalle, HVHZ Belillem p- 2 TAMCO Coaesrodr Vet 28 Oa 09000028 No Yes IVA +00-62.5 Building Codes and Standards Product Approval Application Detail 11712019 code Entity or U. Dolq Date Penciling, Oat,g Mus version Manufacturer F.l9DLsgt Ehalnear&Llcanse Valldaw By Valdated Submitted FBC Approval Awrovffi Status Fieldale, 2017 Lomeheo, Inc Andrew Carter James L. Buckner, P.E Steven M. Urich, PE 04/092018 12/182017 04/152018 08/122018 Approved Category: Roofing (501) 982-6511 PE-31242 (717) 317-8454 Subcategary; Roofing Accessones that are, an edaresnQU l....dom Integral Part of the Roofing System Compllanca.Method: Evaluation Report than a Florida Registered Architect or a Licensed Florida Professional Engineer .. " - . ELdt72rb,Rattw,el slat QualltvAAssurance �ssu Aooroved for Use Aooroved for Use ryimoact� DD,,I,n gins # Prdduet Model. Number or Norma Prarluel F]asdi'Ip91on Cpntraa E,o51rffilon Date In HVHZ Ouleltla HVHZ Resistant Pressure 1 Deck-AIrTM DA-4 Low Profile, Polypropylene Plastic, Roc(Vent 07/102021 No Yes No +97.5/-97.5 Mechanically Attached to Plywood Deck. Bl1VIS.M gob Iles Yatidw milledialues RevWon 2017 rrW Bureau Cwrpatrtb Group Ift Cassel: strswlunl Carywmplls Sub0dpol Ttuso Plalse COrpNow abdtod Enlos6urt Reporlirom a Protest eAkM nEndy nMOB94t6 products Ina 2l t nW BCfllAsins Higher Strength (N awns; 8) Florida Department of Business & Professional Regulation Pre. t a 1 Building Codes and Standards usable Product Approval Application Detail Endly or 21M aft Dab PMUNHO Rik room EMamLiLINM v.Beo.M Yaldatad Minot! FBC Agoneveall Aogmad Bonne Short l nals ICC Ev*mtbn eervla, LLC Manion M. Ranged. PE 09mel OBWIM17 MInO17 Approved (047)918.6473 (407)$81.1917 sbwlacWpinsavmm Use ADMVM for Uess amd i?dm JIUM oaOgtIIAS !gnkum Fmwn RWW connector Poo t2211r= vas Yr WA WA Florida Departrfient of Business & Professional Regulation Building Codes and Standards Product Approval Application Dstall Pagala+ II IAn01s pig W-Itl ram 20 20 20.Emft 20 mm Yarao flleaduseas Caad AndamLLUm V.Nddbd.®t 7aptlatW AWM d FIND A-,-* Ammfad Alas& Rwhbn 2017 Mrrok Industrial Ina David Hirt ICC Evasuation Services, LLC = evanu6wt Service, 1011WJ017 10H92017 101222017 Approved Cabpwy: Strudund Conpocent. (314) 851-7480 I.I.C. SrtGwespwl: Truro Pie 5994sw CbmpNrlr-lagisd Evaluation PApodtrmi a Product EwaoWon Entity 8 Baalpleased 11110661. Notion Conissed Zwkadm DIN Iati7dlL oubw.mR lam Pussuu. 1 Mimm 18 ga super high strength truss omcedw plats oL072p23 Yr Yr WA WA AEMLQd m Florida Deparhnent of Business & Professional Regulation Pap. I of I Building Codes and Standards iffimle Product Approval Application Detail asav4M RM Rik 20t 20 11= version Ed&Lg VaHtldd SubndUW Ate MOMF.Ionrer a Llwre vuar.a av Revision 2017 Mnak Industries, Inc. David WW ICC eviuetbn t ervks, LLC icc EvOuation Service. 101192017 lom92017 Icram 17 Approved Cabpary: Stnrdurau Components (314) 861-7480 I.I.C. SubC&UVM; Trim PUM dwad®mg.com (208) ag&9900 Cam MWtod: Evaluation Report from a Product Enbedon Entity Guesser A� Aooroved for Ur Ancrand for thas awm 21NO aw on Deals lafiriiA OL4" kneeing Premium a Irr'2" 20 ga. high aborigh few co naclor pale olffila 3 Yr Yr WA WA Seems CdMd, Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pme I a I &srs m Code Entity or pate Data Date Pandim Data Tvoe Ve_ion Manufacturer cnntaa Enoinear&Lrcenea Validated By Validated Su itfed FBC Anoroval Aooroved St tus Revision 2017 Carpenter Co, Tracy Lane Mlami-Dade BCCO-CER MiemPDede 3CC0-VAL 10/30/2018 1025/2017 11/012018 Approved Category: Strumuml Components (863)687-9494 (7W)315-2590 Subcategory: Insulaton Form system. froaY lane car anteroom Compliance Method: Certifirailon Marker Llstln P 9 FJjrjgxal4l2r'Fioducte .. Quality Aasu Approved for Usa Ap Proved for Use .Impact 0".0 Sea# Product Model. Nun bar or Name Product D...it orlon Contract Expiration.... Date in HVHZ Outside HVHZ Resistant Pressure 1 EPS Insulation Expended Polystyrene Bloat Type 04/1 IM22 Yes Yes WA WA Search Criteria Code Vesion: 2017 FL #: 14281 Application Type: ALL Product Manufacturer: ALL Category: ALL Subcategory: ALL Appllcadon Status: ALL Compliance Mathod: ALL Quality Assurance Entity Contract Expired: ALL Product Model, Num beat or Name: ALL Product Description: ALL Approved for use in HVHZ: ALL Approved for use outside HVHZ: ALL Impact Reeistam: ALL Daetsn Pre.eure: ALL Date From: ALL Date To: ALL N tU (U +.a U L a)Q- 0 C: O O I CU O^^'' ICUN O = O . O W O E LL. O _ .w O O Y L .� - 9 V J Y..L z z W J U) (1) as M L) C/) OW U) O L_ CDL C110 rL LN U O L_ L) V! W c C Q z z Q J SHEET NO. PA 1-.�2 C