Loading...
HomeMy WebLinkAbout3311 Lytton Hall Dr(•ta.r�� �,.0 ai u■r�ilYY■1�1uu SI���19���Y i.w�.� r 01) 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 Flr 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 ALTorALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Footl Feet REINF Reinforcing BF Bifold Door FTG or Fig. Footing REQD or Req'd. Required BK SH or Bk Sh Bookshelf FXD GL Fixed Glass RM or Rm. Room BLK or BLK. Block GALV or Galv, Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community K/WALL or KIWall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer 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 WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp, Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam 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 Vent through Roof EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elea Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or WIC or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Prcof(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 WAIF 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 12-28-17 3.0 2017 FBC UPDATES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. fORCON-PLY -al"A pRrvrat1.J1N%J ALLY K t r�°,`INN CCarJEv e89�� r Jtl Al�ld7-r1,- ` 'G.P�S, 1 f�f7iLLS p� �," L31J V<to V 16- • ,PtJ*' ITS` ' Z. „cV4 1791 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 7 ROOF FRAMING PLAN 8 LINTEL 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 PA1.3 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. l� M M z N O _ o z S z V Q J M z o CS LL �N '� r Cf� YLU n �y � U Ow N ry E N c) _o U m w r— m E o g U o m U3 ®0 o �m N �O N LU Qg M 3k w z Z W -NdOQz� UZ 'a W _N `_z r W0 �a -- 0 cN¢A Z O i w w C9 U)LL LLK�, �W—g N I Z o 'Qf �, �N �t E To the best of the Enginee s knowledge, informal on and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. r_ o M cog65 � z ZQ s ce I= ca �. O X U aF WU o O O O CN i ¢o z ttW W L '� t0 (n = C ¢ y U y OJ 2 O O ' Z Q MW z v Q o z a -Z Lo w w� CD �� coa� V z¢ °3 �o 0 .N W ■! NT CIO c r U C � m 0 � V T N T *- 0') T co N j � fi f� o Z M Z E c m a E U ¢ p JOB NO: 19-5333 SCALE : AS NOTED SHEET NO. C S 3 m .n C 0 V) M 011 0 35-SH \\\ I w OZ w OZ �\ 0�.1 U) NLLJ �- 0 7:0 LLJ \ 30'-0" N 9N in04 `� CAFE 4'-0' �,\ FAMILY ROOM V G VAULT. CLG. CARPET CARPET PATIO co CO \1-- 11 -------------------------------.----- ---- In as I I t° I _ 2:12 ) I I 1 I F 1 ' I � T-8" 2'-8" 4'-3" 6'-10" T-7" I 1'-5j" G DRER VENT S3 TH RU ROOF = H 1 n rl ,- � ' a Uj (4) 2x4 #2 SYP I O w STUDS W/USP G I HTT4@ BASE S3 t A J ej' 2r 6n r-'Zn OWNER'S l SUITE 80 8'-0" FLAT CLG. I P NT RYC4 =w _ CARPET rno T CLG. `� tiny ,- TYP @ 1 STORY I,, 5-SH A S3 60" X 36" SHOWER FIBERGLASS SURROUND _ cn W cD A ON Ir an w 12' -8" 0_ 1 2668 mum i i i CARPET �i / i ..� i Em L - - - - - - - - - - -/ -- _--- --_ 1 D•24 /Y. 1 as 18 CARPET 9'-4" FLAT CLG. -,'HALL 4068 B.F. -1N 00 `? tD IV f ir A" N � - I 33 c _ .8I Co 0 BEDROOM 20 1 8'-0" FLAT CLG. I / CARPET I I t EGRESS EGRESS 25I 25 �bI (D 0 I I ENTRY I 8'-0" FLAT CLG. I l 1 2668 I 'BEDROOM 8'-0" FLAT CLG. CARPET I I I I I I I 1 I I I I I I I '0'-9" I I I I I I I I I I GE I i I I I I � I � 1 I I I I D I S3 L- - - - I ------ ------- - - 406 1 B.F. A S< 9'-84' 1 EDROO 4 0 8'-0" FLAT CL w = �1 CARPET I � ./ 1 w M HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb= 2600 PSI N6: (2)- 1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) - 1 3/4' X 1'6" LVL 2.0E Fb=2600 PSI H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI R.A.G. (2) - 2X4 #2 SYP W/1/2" Follow Q/S4, See Plan for FLITCH PLATE Bearing Wall Call Out When Straps are Required VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED *" SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 184X254 S.H. 13 20X38J 184X371 S.H. 14 20X50;3 184X50 S.H. 15 20X63 184X62i S.H. 16 20X72 184X71i S.H. 11-12 271/4X26 26X25 S.H. 11-13 271/4X38i 26x371 S.H. 11-14 274X50i 26x50 S.H. 11-15 274X63 26X621/2 S.H. 11-16 27JX72 26X71 V2 S.H. 22 37 j X 26 36 4 X 25 1/2 S.H. 23 37 � X 38 �' 36 4 X 37 3/4 S.H. 24 37'j X 50 j 36 4 X 50 S.H. 25 37 j X 63 36 4 X 62 1/2 S.H. 26 37JX72 364X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 4 X 25 4 S.H. 33 54X38i 524X371 S.H. 34 54 X 50 j 52 4 X 50 S.H. 35 54 X 63 52 4 X 62 j S.H. 36 54 X 72 52 4 X 71 4 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26gage(0,48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable Window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090, 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.G. 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" +29.7 / -30.8 +29.7 / -39.2 C +28.3 / -30.8 +28.3 / -36.4 0E +26.6 / -28.0 �F +26.6 / -32.2 G SEE SN SHEET SEE SN SHEET 1 40 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +34.0 / -44.8 WALL LEGEND MASONRY HGT. @ 9'4" A.F.F. TYP. 2x FRAME WALL INTERIOR BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR LIVING AREA 1817 LIVING TOTAL 1817 GARAGE FRONT ENTRY TOTALAREA 427 I 32 2276 I 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 FIRST FLOOR PLAN - Al EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) SCALE: 1/4 r=1 r-on GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED 0 a 0 Z N O d � N to z (D_ Q) iz LLJ Q e w �- � f-- o rJ m to m WE s � S _ d Y =. Q M 0)U) m N i o CU Pk UA ©W Z V _Cn! o r .• '�• . E _ 0 IL°. • OFEWOC,`d� /`c�tFttitittt``�@ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. o cry [h R J � � � W Z � lJ Eo ap r� �v Fcu- r0 oLL X� z® 00 z O N L °z wooer 4 �z a Z MZ�� - Z �Z Wo m� � J i7 ,f°y o <w s w 0z W o� Z o Jz �~ ;o CDa �t 0 c 0 0 N 4``� ,/ _ N ? T- 0 C CN r � o o�T+�^^ _j O Y/ N T_ Ci± M M T E M M N o E Q E a 0 _j ¢ o' JOB NO: 19-5333 SCALE : AS NOTED SHEET NO. 1.0 " MIRROR y Jf� 0 CY) OWNER'S BATH KITCHEN ISLAND O co r CV 0 F- 0 i0 LU RANGE KITCHEN N. O CV KITCHEN INTERIOR ELEVATIONS Q O � z N Ora O z Q � — C) d O E3 nF Z N cc0 :J lV%Id --�J l \/V W O U OW N c E �l/f o— _o U m W m F- 2 E _ � 6 U o' Lr U)m Q � ®� sm O> (p N � W 0 o U" 0.. : N -ckW OWa�z�Y ZO�g � � "4 N"I "I LL U) M#t6� W a ' 'r'�< R`�e q�P• sgpo•1 �^q o 6f°� F?O ®\\ a5X0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O My w z J LL, C C zo rT ce O oa ICo� O E z0 O� a p 00 O, a z N ao 4 wl T p Y U m E Ott z } Z U) Cn 3 m Fw z z0 W 2 Q o�d LLa 5 w ao o' �- �3 =� 00 JW � ao 5 3 C O 0 - Nt r .� o C 0 ca p 0 m r� C;) T .� J TO LO T r N r T _M M N o ca Z E O m c d E ca U J Q p JOB NO: 19-5333 SCALE : AS NOTED SHEET NO. 2.0 r n c a WPM -------------- F1 F2 F4 F5 E FL7:1117-1 D 171 7E] 7D Ell 1"x10" SMOOTH TEXTURED BAND TEXTURED FINISH FRONT ELEVATION - Al SCALE: 1 /4"=V-0" 12 5� 16'-0" RIDGE VENT 3'-0 RIDGE VENT 12 �5 — T.O.P. T.O.M. T-1----------------------------------------------------------------------------------------------------- 1_$� HDRHGT. 10 TEXTURED - ' CEMENTICIOUS o o FINISH ON C.M.U. 00 ao {TYP) � 25 SH 25 SH ---------------------------------------------------------------------------------------------------------------------------F.FL. LEFT ELEVATION - Al CS 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 at 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 SO. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. M M � T o 71E3 J M 0 Li 0 4--J (6 LLJ ® Q O � .Tm Ln � e Ln f— o u n w o g U 0 • Q rn 0 �m .N. N o W z N Z N V4 4 W ED >=moo z Q ° o Z_ =- aq .. w) 9 C N O } fIf LL W *N o 4k �a ♦`�'\ ' c_44 "�OFESSko 4�0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and sea[ is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. C> o w Mm Cl)zo z I l E Z g } m ao Q E ® w2 Z® o a i— xO a ¢ ()o O Q o i ao ao w xw Cn c z 0y m� O O, V) J Z.E. z z 'O L1 C.J w LL a o 1.R a N W O z ¢ => 01 'O o. z ¢ O- U C C:)0 > ri' V nL' W, .= It � t 0 Q � o CN cc 2 T' C m d •� J TO LO C'4 f v w M M CV o Z � E EL E U q p c JOB NO: 19-5333 SCALE : AS NOTED SHEET NO. 3.1 K HEEL ----- I CV T.O.M. HDR HGT. I -O 0 bo 00 co F. FL. 11-01L_�--1— ------ 4'-0" RIDGE VENT 12 5� ^-------------------5// 21-011 ---------------------------- TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) 12 5� 12 5 T.O.M. _ _ — HDR HGT. — EXTENDED OVERHANG TO BE CENTERED ON DOOR TEXTURED o CEMENTICIOUS oo ao FINISH ON C.M.U. (TYP.) 25 SH 25 SH 5068 SGD _ _ _ _ F.FL. �tl7:7 -DIN=012\III 12 �5 ----------------- --------------- -- — — -- 011 I 21-011 TEXTURED —Z CEMENTICIOUS FINISH ON C.M.U. (TYP.) _�— 35SH----------I------ REAR ELEVATION — Al SCALE: 1 /4"= V-0" RIGHT ELEVATION — Al General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame wails. • 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 SO. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA SQ. FT. C3 v a \ o00 � z o 0 z Q M d o M V _ z o LL V:1 Y (6 w w 1— V) C E � � o U CO 10 E minw rn 0 z 9 = U o `n o • 44 N �O tD NN �� w Z U) Z w W Q `ALL~z a W U >.�LL oN ZyEQ5 N z Uw) g Ern 2 C Y , Q W A\N N / LO z, t3Et\`i\0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. o w o � E Q E = Z® oa I- X0 a� O 0 U S< z o f C'Jo ro t <Q az �J w� rp U) C z U .2 m o 01 Z J ¢ 0 G W z Z 3 0¢ ao WillO O wyd �O as �O nL 'W .= N r ? O ^� W co T/��� a O m M N r T_ r co CO N o E O a U ¢ p JOB NO : 19-5333 SCALE : AS NOTED SHEET NO. 3.2 VARIES 1'-10" 12 CAP CAP 2" 2" *NOTE: iv 1" iv FOAM TO BE USED 1" RADIUS M ONLY WHEN - 1/2" RADIUS �M co REQUIRED BY ^ 3 1/2" RADIUS SIN COMMUNITY 3/4" RADIUS a 1 a "'ice N 0 SPECS. IF NOT, crnv r- i� DETAIL TO BE 1" 2" OPENING VARIES 2" BUILT W/ STUCCO. 1/2" RADIUS 1" 1" N EDGE OF 1" 4" VARIES MIS rIN 1'-0" 1" OPENING VARIES 1'-4" 0 1 VARIES 22' — 12" VARIES o IN 1 1!2" RADIUS 34' 4" ri ll`�I I I 2 1/2" RADIUS t17 'IN t"ily •-1�v moo CI CO VARIES 1z'" 11" 32' iv AT 1„ 1„ 1" 1" 1" BASE BASE rTN 3" 2 2 J343" a M 8„ 2" 2 *NOTE: VARIES z FOAM TO BE USED ONLY WHEN C — M 3 REQUIRED BY cn II.L��JJJ z COMMUNITY 1" r� 1 SPECS. IF NOT, 1" OPENING VARIES 2" �_ �_ �N 1" 1' 4" �N o DETAIL TO BE 2„ 2„ I `'r. BUILT W/ STUCCO. 1 .0 o Q co 2¢" • O — EDGE NG ( , Ul c e OPENING ,��. (/1 � N Lu mop- la • 0 1-1/2" THICK 1-1/2" THICK o 4 101, M ¢ rn w Sm 6" 10" N N a � 21" V O M 01 'Iv RD W m o a, W n o u W w Q'Z O <O_ T Z rn:9N 8 A IN Id' W Q N a O U � 4" 6" V) ❑ ❑ d zN 2„ 4" 3„ 2„ 2„ N W M rn > j o N M ti 1-1/2" THICK 32 0 2a' — riN M 2'-4" la 1, 5„ 51„ 7 4" 1,. 1,�„ 3" 54 NcD 00 SIN `—J TM 1" o f F 4" 1" 12 r VARIES VARIES 2" iI LLJ SIN 22 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 - t VARIES VARIES Residential6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 4—"—III 8„ M e _ M o� m as j� 6" 4" 'j� 4"�j� KEYSTONE F11 0 KEYSTONE F11 00 -' o � I I " I - i� ri z o > m Cl o I iv " OPTIONAL OPTIONAL m E o a I - - E v N ro a z w w 4 4" GARAGE DR. OPENING 4" LT' 4" WINDOW OPENING 4" 4" mo 2 IN 1, (%� C o. ZLL 2 NOTE: - . o > z N J ¢' gz • INSTALL OVER STONE, TYP. q ¢ o • FIN. TO HAVE TRADITIONAL LL az VARIES • • oil LOOK & SMOOTH FINISH Q o G / • •ox • FOAM/ EPS MATERIAL IS z ACCEPTED a C� z< 3 NOTE: • FIN. TO HAVE TRADITIONAL LOOK & 1 „ 1, 1 2'-1" 1' 4" 2 0 SMOOTH FINISH 14, 1'-64 14' 12" f2" • FOAM/ EPS MATERIAL IS ACCEPTED 54 1 -12 54 > d L T-8" _ 7" N 4" T-0" 4" 1 " 11 10., 1, 4„ 101, r N co 00 in N N r N N 0 co R6 r m � t-- a V) CV r N T ai Y M M N o E c r> ih Z E 0 c E v c U Q p 1" "0' 112„ JOB NO : 19-5333 SCALE : AS NOTED N CD1 -1" 1" GENERAL NOTES: SHEET NO. rM • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) F1 I I • ACRYLIC SAND FINISH ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 200A INDOOR PANEL CENTER 10 #14 copper to lights & outlets NEMA 1 10 #12 copperto 20 amp ckis 200 AMP 10 #10-2 copper to WH 10 #10-3 cropper to Dryer METER M&INT 10 or 410 SER Alu 200 amp 150 amp IT GENERAL ELECTRICAL NOTES: POWER CO. FEED INTERSYSTEM 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 14, 250.94 J CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate PATIO standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1,2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits WP is not acceptable. GFI 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER WEATHERPROOF DUPLEX OUTLET FEFwp GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET j WALL SWITCH 3 THREE-WAY SWITCH 4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE WP LED LED CEILING MOUNTED LIGHT FIXTURE GFI DISC.. I WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE +PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS CACPAD TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN �O r EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) I-D PUSH BUTTON SWITCH (OPTIONAL) �eD 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) © TELEVISION (OPTIONAL) T 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER ELECTRIC PANEL —MLJ- DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT irl CAFE FAMILY ROOM � ----------------------- \ ROUGH -IN FbR \ OPT. CLG. F�N/ LIGHT \ PRE -WIRE 1 \ \ I C.M 1 I f n OW�R'S W ITE t G � ROUGH -IN FOR I OPT. CLG. FAN/ LIGHT PRE -WIRE H.B. �I- .. ■■%Ii u r _ 70 M■■aM. W.I.C.--� PENDANT AS PER SPECS I -- J .SINK w/: II DISP O DEDICATED RECEPTACLE FOR MICROWAVE RANGE C.M HOOD PER SPECS 1__� t N���. loom! -• •- cLIGHT PIWIR�; 4i 0 BEDROOM 2 IFAWSWISS S. OPT ' I / ENTRY WPFq i GFI qP IRRIGATION GFI @ 44" A.F.F. ------------- I ill 11 11 � I I I I VI I I t_ —r— J I I W' I GARAGE GARAGE DOOR \ LIGHT AS I GFI 3 ipjj IN, � PER SPEC % GF. A.F.F. 2 CAR -GARAGE" ZLLJ J I OZ Qa I I / UOQ I I / u_ I �w I GFI @ 44" A.F.F. G S.D HALL qp EDROOM 4 I ROUGH -IN FOROPT.CLG FAN/ ROUGH -IN FOR LIGHT PRE -WIRE E D �OO M 3 OPT. CLG. FAN/ \ LIGHT PRE -WIRE VERIFY METER LOCATION WITH BUILDER MAIN ELECTRICAL PLAN SCALE: %4"=1'-0" 0 ILL. V M � c co M d N M z N o dJ �_ u_ (D U � N E �cn � o � � w E o I = U ) 14 to, N N O M W Z� LU N z w Z C Boa a o Lo U)�rn°3 �Z GA �aMr Q 00 Cr) 0 CV M ti 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. o � w It CID o Z 14 —' t6 E Q O io of yo z® ca o t o E lo X U a0 . Q U o,i N � LQ <o W to c ❑ 1z v�0 mz mz oo J 8 QW z rn to 3 a o z 0< LL a N w ao oz �� =3 O CD u oI 2I< a o o oRz C O W .' d. X O T" Q C N CL � o O pp V / •T� J r N LO r T— ui M CV-) M CV o m Z E c d U _j Q p JOB NO: 19-5333 SCALE : AS NOTED SHEET NO. 4.0 ATTIC VENTILATION CALCULATIONS ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN, of by Upper SQ. IN. of of vented IN. of of ventilation to SQIN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided . Ventilation Ventilation (See Elev ) required needed required soffit by upper needed ventilators Main 19.000000 2.000000 Floor 2276 2185 312 1092 78 546 561.0 285.0 1 276.0 (Zone 1) "NOTE — GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN SCALE: %4"=l'-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 Piaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50°% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. c� Q Z N O z o v �t J M � N N � o Irv%% _ lvJ T Y fL$ w o 11� 0 Q) N c o Ln t'6 �- U m M MT e o g x� o U • N N gtiN�pp w 2 J N m Z ;'— — z N UW1 �../ Q J f r .P \Q o Mfrs QFiiSS10'Ir 11i tt�1 r4'rit('t at1 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. o co w M zo z E Z O O ZjZ m QN a. O U W Z® oa w co O E �o X U a F 0o ° ° C:)w ° z° Go az J L (6 CO D� O ° E o¢ ao N W o � < rw �o a � c O 0 ^L, W � T Q 0 N I \ F— = ■ J LO r l m C')iu C'7 c� N E T iri i� o 0 Z E Q E E N c 4 U .° ca Q p J JOB NO: 19-5333 SCALE : AS NOTED SHEET NO. 5.0 c c d 58'-8" H.B. TYP L S3 2'-6" x 2-6" x 1'-0" W/ (3) #5'S E.W. CN r INDICATES FILLED CELL w/ 3000 PROVIDE Y2" x 9" N _ I PSI CONC. GROUT FROM FT. TO BEAM W/ (1) #5 REBAR VERT RECESS FOR FRT. DOOR 31/2" SLOPE in TOP OF CONC.I PAVER TO BE 4" `! cn ;�, STEPS AS REQUIRED ABOVE SLAB TYP @ ALL 1 PLACES SHOWN HOOKED FTG. BELOW FIN. FLR. d I I 2'-0' 4-0" 2'-0" 6'-0" 1'-10" 5'-2" PER FIELD CONDITIONS ( �0'-0" DOWELS 5" EMBED W/ 25" EXT. CJ ABOVE SLAB "GRADE 40 STEEL" I - - - - - I CJ C _IN - - - - ...... ^.. — . ■� ■ ■ ■ ■ ■ N -- TYP I PROVIDE112"RECESS I FOR SGD. REFER TO I HVACCHASE I AHU I;; ---'-------+---------, c�v o L S3 I MASON'S SLOPE FOR I WIDTH in BASED ON LOCATION : % / / I.: W.H. 1,1 in LO I (2) #5 REBAR �3 1/2" I 32'-84" `� 4'-8$" VERTICALS w/ in I FILLED CELL L I — — 37' 2" 21'-24" 54" T_8" 7,_8„1 -31/2" SLOPE 4'-0" I G ; ; OPT. D 00 I S3 CJ I CJ -- -- CJI ----_-- I ---tom» .I............ I - ---f( ; I.' CJ I 9 4 } u cTo I o c�v ------------ .............. r___� ICHASETO KITCHEN ISLAND------' I I ISLAND • LOW WALLS I I I oo I o I j«'•il I flo"J ) I. 1 I I S3 12'-6"x2'-6"x1'-O" : I' - T W/3-#5 E.W. CJ L�-D-W--------- G SINKw/DISP •- l I K I ,I} I S3 ' 23'-11" 2'-10" 4'-i4 I: a I 118" ■: `n I (2) #5 REBAR iv A S3 I CJ �Cj CJ ° K VERTICALS w/ in I I FILLED CELL j I I { 00 I I ; rJ 60 T ....... 0, / 11 / III co I co I ■ Cl) O CJ CJ j CJ ici CJ ......:.....:1= ........ - I 04 - - .. - -�-I- - - - - -� - - - -i 50 ,/i/ I / °k All 3-1/2" MIN 2500 PSI CONC O'-O" I / SLAB OVER 6 MIL VISQUEEN VAPOR BARRIER : ■ PSI FOR (3000 CONC. SLAB HERNANDO COUNTY ONLY) 0 ................... .. ..........J ................ �y... .«....... ... ........................... H.B I�I T-O" L -1 FOUNDATION PLAN SCALE: 74"=1'-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN --�-') w LU Cf.) a CONTROL JOINT DETAIL SCALE: 3/4" = V-0" CONTINUOUS REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. *Alternate: The reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" O 0 M M z < z Q M d. N E3 M CD o_ L2 X4-1 'per• x W o n ¢ 0 u, to c E N 0 U 00 r— e E $ *> _ U o' � • 0 sm N N v�i N Mho w z F �?MO�P c0 w y.r tiz w EU W a � V �A �-rn � rmk w Z 0'. 4<a a 0 to N C N Z53 v 0o Q N2E�a33 LL W .IIP o� ,Q`\NA d �,. u \� = ' C ~ Olt�J Uj 0�. ' ea . • w O FeIE S `Ci�� Pf�'i'tlttll i tla11`� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. o CD MZ Z of z < LJL zo o >m <� C 0 F_ @ ¢U XU a F ❑a Utt ❑O O E No t z ao az �I (4 C _ C z Y hm O o LL zr >z Z � ' � to Q1 �Z 2Z2 Gi� OLL $W JU a NW 3 J o o wF ° �o aF z< I °3 C O O ■MM> LPL a� r _ > Q N co r_1 F_ _ 0 � r ■� J O LO T � r � M M E (a CV)N T iri O Z Z E O E `m c a U °� Q p 3 JOB NO : 19-5333 SCALE : AS NOTED SHEET NO. 6.0 vul� IgIataijYurul�= e UPLIFT CONNECTION CROSS-REFERENCE 7/29/19 MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 -10d x 1 1/2" HTA20 1615 1585 10 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1615 1585 10 - 10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8 -8d RT3 610 525 8 - 8d X 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1400 1400 10 -10d X 1 1/2" F HHETA20 2235 10 - 10d x 1 1/2" G H10A 1340 1015 18 -10d x 1 112" RT16A 1380 1160 9-10d X 1 1/2"& 8-10d H HTT4 3610 3105 5/8" ANCH. / 18 10dx1-112 HTT4 2715 5/8" ANCH.120 10dx1-112 J HTT5 4350 3740 5/8"ANCH.I 26 1061-1/2" HTT5 3225 5/8"ANCH. 1(28)10dx1-1/2 K * 3130 3050 5/8"DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HD B * 1 4505 3785518"ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M D7B * 6645 56 7/8" ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N LUS26 1 65/1070 ** 1005/915 ** 8 -10d x 3" JUS26 1115/1060** — 8-10d P HUS26 1 50/3335 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220 ** 1720/3125 ** 30 -16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 1000 860 14 - 10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 1000 860 14 -10d x 1 1/2" MTW20 1 1195 1005 14-10d x 1-1/2" U MGT/MUGT 1 3140 3140 22 -10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS °X HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-10d X 1 112" SP1 585 535 10-10d SPT22 685 8-10d SP2 1065 605 12-10d SPT24 1030 12-10d 645 555 12-10d X 1 1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. 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 (B) B) (A) (+ 1 OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+(- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (-). (B INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. Rt STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR 2 PLY CARRIER) (A)—� INTERSECTIONS. SPLICING / 2 x CONT LEDGER TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'•0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. ROOF FRAMING PLAN SCALE: %4'=1'-0" 0 0 r� V c7 � z o z J d N ROM Lj (nv)z o U' LL w o .o oQ — .0 W F- ln C E y � o U m w 0 8 U o • 0 Q o �N i w z m " cnzm-M�4:2�5C r a W (n LL 'o , E LU Ll� W a 4 _- -2 , z o. ZV a a�1A a �"'<a o 0 ! 0 ���� 90 N Z y LL W � C) • G� Ci r N\Xz. O .��. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. C:,w co z M 2 zoi ¢ LJL zo yw zo pp U �o u j OV z® ❑ a ICU O E ON X o ¢ ao ¢zo 00 az ~ < tt� s- (O C z Y m p. Z U3 J ¢ " o� W Z o L1mw CJ 3 c ¢o a G �- o �LL ¢< �3 xo O CD �I o< aF o— 0 c C:)O N L .> � T <C C b N co T c C MCI 0, m VJ r f� '..' J 0 LO r I �{ ,. N V r 0)COM ,--- N T iri r o Z cc Z E N c CCE I] U Q p -j JOB NO: 19-5333 SCALE : AS NOTED SHEET NO. 7.0 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'4' and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. g. 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 �� . 0 Safe vertical load Safe horizontal load — GENERAL CONCRETE LINTEL SCHEDULE O O O O 8F8-1B/1T 8F8-0B/1T O APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 4k , ' O O 8RF6-0B/1T O O O O 8RF14-1-1B/1T 8RF14-06/1T 8F16-0B/1T 81716-113/1T 8F20-OB/1 T 8 F44 1 B/1 T 8 F4 0 1 B/ 1 T 8RF400B/1T 8F321B/1T FORM & GROUT SOLID d O N LU � � J �U O5 BAR CONT. 8F12-1 B/1T 0 "V" LINTEL DETAIL SCALE = N.T.S. TYPE, DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY F- 8F16- B/1T Q tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS cif p eca�intels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Rebar per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5REBAR MIN. ATTOP (1) REQ'D CLEAR ALTERNATE POWERS STEEL LINTEL — a O A #5 REBAR AT TOP ° .WU. w a° a MIN. (1) REQ'D ° 4 1-1/2" CLEAR x J ° o ° E G ° Z D 0 ° GROUT n J C] Q e `n U)H ° Q C.M.U. 5 REBAR AT = � Co w Q — ° O BOTTOM OF a rn z Lu O 1 o '-*—BOTTOM LINTEL CAVITY ow U X \ ` /n` 0 M U O l- REINFORCING ¢ < C7 CO Z — 7-5/8"ACTUAL PROVIDED IN Z d w, D /� D 8" NOMINAL WIDTH LINTEL F O Q A 7 a #5 REBAR AT BOTTC AS INDICATED (VARIES) 0 N, C a. ° ° LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications O 5'-10" LL O O 4'-6" LL 4'-6" LL O 6'-6" LL O MIN. 17'-4" LL O 5-10" LL LINTEL PLAN SCALE: %4"=1'-0" = Q M r z Cl) � N z a z Q d N E3 M z a L) 4- _ T fn Y t'6 ,,, o o a t N c o �N r— o Um w rn ER E o aim J7W, C N Q � O ®® N �O -r N O 0 LU �N6z z Z_ U) ~ a r C su 4.i Z V 4! _��_° .O.ww ^' C N _I �N O t` eppggpp �-' y �4 tFlP✓t Eb( Z Q ib LU W,lp CL ,yam 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 - Residentiai 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. M CCO z w J � o � L.L. Q E z wo Z > rn ZN z® ❑a ti5 I_ ra — U X V aF U O U o� O C E N o ao � o XZ L ra U) C: o < m O Zto J a 0 z N Q U W j U ao r� F O w U d III _�� .0o T > 'Otj- L >� � X 0) T 7 0 C CL _c T_ Y C O O ..r J O LO T T CO M N d Z E O m E m a U � ¢ p JOB NO: 19-5333 SCALE : AS NOTED SHEET NO. 8.0 ��NIII�IYW11t0lIl•Y �I�IIIIIIIAIy ■ �yM�=01AMftlWi:1WjjUii - - I 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 11 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 % 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 RAID) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7, LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE ACI 530-13, ASCE 51TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1. 3, ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1. 1. 4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC)13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ed. (2017) AND FLORIDA BUILDING CODE 6th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1. 3. 3. ALL SHOP DRAWINGS RE TO BE SIGNED AND SEALED BY A ROOF AND FLOOR TRUSS S O A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2. 1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2. 1. 9, SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2. 2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8, ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC WIO 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. 3.2. 2 AL RAILING AND AR Y TEM' ARE T BE DESIGNED TO WITHSTAND A L R NG N GUARD RAIL 5 S S 0 S D 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". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1. 6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 1 y„ GROUT FILLED MASONRY: 4. 1 � 7• WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN ft) MODULES OF ELASTICITY DESIGN (E) C-1-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1A WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3. 6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/1 "STRUCTURAL 1U.N.O. 6 U 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4. 4. 8, UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10, INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4. 5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0,162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION, 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5. 7, CONCRETE EMBEDDED'J' BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE 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 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 = 1,850PSI 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 A36136M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4. 7. 5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE, 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN, CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ad. (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 T-0" away from the building side walls. 3. Irrigation/sprinklersysteins including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the Initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C ncrete over o r and mortar along the foundation perimeter must be removed be?ore extenorPsot 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 soildisturbed 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. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 6-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V = 140 MPH) TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE %8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. 0 0 M c� ' n (7 N M z 0 8 z g Qo M to z 1° ^ . 0 O W LL x w n � /1U w F �I O E c �N o U m w rn m E o g i = U o e Qua em � N z 2 LU 9+ Z W -Mzo " a U) P -2 -. , Im i52 Q z w �2 a LU V Z ate° ¢Q o C N LU F <d, �. C •• '° '•• F L,0 •� [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 ofthe drawing pages bearing Engineer's signature and seal. C W z CJ M w o < � LL Q E zo z oLL » k z® F- x� �� 0 CD CDio i z 0 ao 0 a z LbJ m0 � J CDoa �w �z gO oLL a CZ) J Z m . 0 >° IIIIIIIII� CO =Q a 0 0 ,W ,= Nt LL N r LL W r -0 m I`� N L J r T T rn �-- _M N N d Z E E `m c a U _j q p JOB NO: 19-5333 SCALE : AS NOTED SHEET NO. SN 1.. 11 . 11 1 It I n .l I11 1 I 1 L 1 I Imo_ -o c i M 0 o M LC�LO I i rn C) J ri ro LMO I C [J Q N 8- W E v c aci y a> I.L 0 U U i 0 o.: 0 U J rn N -\ 0 s a rn N rn 0 b� m v N CORNER OF HOME GARAGE SIDE ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE Ur, 15/32" CDX cc 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'-0'1 + + + + +++ +++ + + + + +++ +++ + + + + + + + +++ + + +++ + + + + +++ Z +++ ++++++++ + Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2x + 5/8" or 3/4" wood panel 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 BOND BEAM U) LU 11 ¢ STD.90° CONT. #5 CONT. #5 > HOOK BARIN BAR 1 #5 CONT. FROM r FOUNDATI:1 TO HIGHEST �I BOND BEAM BOND BEAM STEP SCALE: N.T.S. 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 Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. 2" min. }Small 2" max gap „ • � 4 max. Q 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/Piywood/OSB web stiffener 2" min. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT ) at 12" o.c., clinched when possible. Stagger rows from opposite required when indicated or 4" max. OF THE JOIST ASA REQUIRED LEAVING %" GAP TOP sides b 6". -Hangers with side nailing. @ Y - Hangers with sides not containing WEB STIFFENER DOUBLE JOIST CONNECTION top flange uthcutst. - Birdsmouth cuts. N.T.S. Under 2nd floor c-tl Imn w/ Innrlc N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack over squash=20 blocks and Non -stacking walls wall or beam below.' require additional 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 000 5'-0" a - STUB -OUT FOR 11_01/ o o GAS METER 0 o In � U 0 ~O (V T • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 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'-01, (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 1641 (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 NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES —� DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Q '/ Provide adequate bearing for each lapped joist. 10dnails SECTION @ INT. BRIG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) higher than 15001b BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over bt7 locking and wall or beam below.* Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non stacking walls require additional consideration. nc w I liivrvvnrl'(G IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE : / FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" DO NOT CUT HOLES LARGER THAN ROUND IN CANTILEVERS. 8 1'-0" 1'-1" 1'-2" 1'-2" 1'-3" 1'-3" 1'-7" 1'-11" 2'�" 2'-9" 3`-2" 3'-7" Any 16" joist 12 Vi 1'-1" 1'-2" 1'-2" 1'-3" 1'-9" 2'-4" 2'-11" 3'-i 4'-2" 4`-9" 5'-4" _ --- Span (ft) 16 1'-0" V-1" 1'-2" 1'-1 1'-7" 2'-5" 3'-2" 3'-10" 4,-9" 5'_T, 6,-4" 7,-2„ 20 1'-0" 1'-1" 1'-2" 1'-2" 2'-0" 3'1 4' O" 4'-10" 5'-11" W-11" 7'-11" 8'-11" 1'-2" 1'-3" 2'-5" 3'-7" 4'-9" 5'-10" 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. %" 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 Intermediate BCI5000s® 9-1121, 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000s® BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC160s� 11-7/811 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/ " 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSC w/ (22) - NAILS 1 5/81 THRU BOLT SIMPSC w/ (22) ' NAILS 1 R TRUSS OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION AIN. 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 -�1—I I — Nail with 10-10d nails. -�= I b—I Install tight to top flange. SLEEVE THRU STEM • O SEE PLAN FOR °• a . • FOUNDATION INFO 4 a' 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. 1/1 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 " 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. 10A. LOCATION OF SECOND H10A SIMPSON (WHEN w/ (18)10d REQUIRED) NAILS UPLIFT= 1 TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION TOP (2) #5's x 4' 0" CENETERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE PVC OR SCH40 SLEEVE PLUMBING LINE rr— G E '0 L_ a Z • v. • �� a SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE . ' dQ d Al Ail .a n ° a n a r I, a SEE FND. PLN. SIZE & REINF. a � a 0 zz 0 C9 ' zz z N O d N 2 W0M 4-1 'a �V 0 W c E C) o V.u) (a� U 00 W IN 0 8 z o10�11 ° U `c ° m �m � N N o�Sio F_ M p1 Z LU 6 w z d J 0 c, N LL 0C7 I P. a a cLL o12 W Z 01o 0 d o h W H'-o�° W all iet'i 1 Q lim� _\ \ SE qSE .,;� FE 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 seat. o CD w co Cl) z 0 z Z < E oo R z® wz go oa 00 O o ea N ¢o Ww z � m zi Z O Y hO OE > Z 22F Q ¢1.Q 0 K LL ZZ d Z �w U 0 o. =� J o �w � V• z¢ a i;3 c 0 0 .i > 1' ^L1 ,W M M L.L N T ICU o O V L0 I �- T N T r '- rn M M ui m N T i6 ^ o Z Z E 0 aim c a O 6 v M v d o � JOB NO : 19-5333 SCALE : AS NOTED SHEET NO. S N 1 I I I, �IT1I�'LIL1II� M :1111111 �1'IIgl jjlf'I'I I' ' 11 jI' 11 I ! I �� 111 _'1 I � � � o IPIi�� 11 .1 i111 P!� I r , ,. ;I � .. ,i I� �� II III �r rare � I �r n 1 3 'O CD Cn In I I rn x Q s -0 LID rn Of v 0 a O G. 0 H y E 0 S J W tz: FO 0 0 i U 0 d 0 v 0 N c O 0 CL N o 0 A IN cn FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 P!N� P') I 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 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" UNDERLAYMENT FOR ROOF CHAIRS (TYP.) PITCH > 4:12 D (2) LAYERS TYPE I OR TYPE II 1° (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. PRE ENGINEERED WOOD TRUSS @ 24 O.C. U.N.O. � ZZIII�HURRICANE ANCHOR @ EACHII I �I (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. _< 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > T-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF Z APPLICABLE. d 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & e @ 6" MAX FROM END OF 2 x PLATE 6x6W1.4xW1.4 r WWF OR FIBERMESH ffF-T�1=r TRUSS (SEE UPLIFT SCHED.) W/ g - -w -- r. METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT f GG NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SN1 ELEV. VARIES FOR ADDITIONAL SLAB - INFORMATION. ALUMINUM DRIP EDGE ALUMINUM FASCIA N.O. 2x SUB FASCIA EE SOFFIT SHEET LOAD BEARING OR EXTERIOR WALL 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT SEE CC/S3 OR -� G/S3 FOR ANCHOR �8" C.M.U. TYPICAL BOLT INFO. (IF NO UP LIFT ON TYPE "S" MORTAR WALL SEE GG/53) *SIMPSON SP1 w/ (10)1Old NAILS ARCHITECTURAL TYP. FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL MONO OR STEMWALL U.N.O. CELLS (SEE FOOTING MONO SHOWN FOUNDATION PLAN FOR CLARITY 1x4 P.T. BASE NAILER FOR LOCATIONS) 4"x4" INSPECTION NOTE: 3 1/4" BASEBOARD PORT AT EACH *FOR BEARING WALL FILLED CELL TYPICAL W/ UPLIFT ONLY MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER Q TO CUT BLOCK OR POUR SCALE:3/4"=1'-0" S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 112" OR 7/16" OSB MIN, PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. II II II � �- ram, 5/8"OR 1/2" HIGH STRENGTH --' \--TRUSS BOTTOM CHORD OR 2x4 #2 SPF TRUSS BOTTOM CHORD OR 2x4 #2 SPF e „ „ „ 5/8"OR 1/2" HIGH STRENGTH „ (U.N.O.) (OR / GYP. TYPE X @ BLOCKING @ 12 O.C. w/ (2)12d TOE NAILS BLOCKING @ 12 O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR "GYP. TYPE O @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH SIMPSON SP2 w/ STUD BELOW TOP PLATE STUD BELOW (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'4% SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE ELEV. 0'-0" OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL A.F.F. O.C.) 21, x 6 W1.4 x W1.4 ATTACHMENTS 2rr 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH \ WWF OR FIBERMESH �31/2"MIN. �31/2"MIN. Y I ELEV. -0'-3 1/2" D . • ° • V. A.F.F. 0 r% ° 11- ° lF I--TI1 TT31/2"(min.)- 4" ° 11= I 31/2"(min.)q4" O - D °_ I• - D ° r N 31/2"(min. - 4" �1=1TI- ° • -J1= �r 31/2"(m n) 4".:: '" ' �! =T - -I �I I =1 _ I 1=I I�IT_I 111=11_I I I =1 I -1 I - - I ITITI I -' `� 1=T-' (2) #5 CONT. 4„ 1,-4r-r-rr' " 8„ (2) #5 CONT. 4r "I-Tr�l, r'' Trg„ U.N.O. MIN.U.N.O. MIN. TYPICAL BEARING WALL STEP SHEARWALLrC\�TYPICAL BEARING WALL @ STEP CC "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C \ 1a �N�o s INSULATION PER FBC AND ENERGY 8" C.M.U. FORM SUBMITTED WITH PERMIT /" \ NOTE: 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE SECTION C/S3 FOR #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION N LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SIMPSON SP1 w/ 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" 3RD LAYER 1/8 THICK. K.O. BLOCK NAILS @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 2x P.T. PLATE 5/8" x 6" EPDXY BOLT OR MIN, 2500 PSI CONCRETE SLAB W/x SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD (6)1/4"x31/4" TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR BOLTS 6" MAX ROM FIBERMESH S WEEP SCREED INSTALLED BAR Q w r� END OF 2 x PLATE t 2x P.T. PLATE ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR UJ D GRADE E �_, '' D o p .D oo _Z #3 & #4 LAP SPLICE GRADE 40 MIN. F - 40ksi yCl-- [GRADE 60 MIN. Fy- WWI =I � �!! I I e . D . ? M - p D • FINISH GRADE 25" MIN. LAP [30" MIN. LAP] as i 11-1 I I g II -I I f-III I =1 D (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < V-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'4", 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#) G E 6x6W1.4xW1.4 WWF OR FIBERMESH T M r p =1 J I-111 I I -III II �-1=III=' p Djj° - _ -1 I I W '-III III I I1= _Iml 11-11 _I' ° O° 6 MIL VAPOR BARRIER - D p °NEI_ I R 1 7/8" `� I I- 11=1 I f1=T 11 =1=1 I=1 I=1 I=1 I=1 I-� N z T #5 REINFORCING BAR -I I, LHT_I-I 11= I la 1= I I 11- III=1=1 I=1 I=1 I=1 1= z III I • D I "Ir #5 LAP SPLICE (2) #5 CONT. -III-1TI-1 fl I i-1 I I I g ° I-III-I=1 I-III-III-� -10, _ `" COMP. SOIL. (COMPACTED TO D ° I=1 1=1 I=1 1=1 I=I Ii r 95% MODIFIED PROCTOR ASTM =III=1=1 1=1 1=1 I=1 I=I 1-1 1-1 1=I 11=I i I=1 11=1 11=I 1III D1557) III ; I I II =1 I=1 I=1 I=III=I 11=I 1=I 1 I=11 I=1 I I=i I = I I Fit. 4" 1'-4" MUNICIPALITY. =III-III_=III ;III illli illl III ;III=� I -I I I i CURB DUE TO SLOPE CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING W1.4XW1.4 MAX OR - DECO FINISH 4" to 6" "FIBERMESH" DECO TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" BELOW GRADE S3 a SLAB INFORMATION. 00� 6x6W1.4xW1.4 6 MIL VAPOR 1_ D D � min/24" WWF OR FIBERMESH BARRIER - I D •I D' 4 I I (1= N d ° a GRADE COMP. SOIL. (COMPACTED TO 95% ICI I I II I I III II I I I I MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. V-4" (1 STORY) STD. 90 HOOK (SEE U .N..ON 0. DETAIL CHAIRS TYP. 4" V-8" (2 STORY) U) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS PAVERS % z .._, � I _1_T � :..::. ;.' � � �• e TI-III- �• I T �i�(�IIII 4' I I" I• 11�1 111 I ••�.'a• I I �I - 1�11111 ."~. '. .• III SEE A/S3 OR J/S6 I� I FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR)) GARAGE DOOR SLAB RECESS 3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION, 00 - - ! . a 1 1 I -I 1 t-I I-1 1 1' R' 45 REBAR w/ OPT. I �I I I IAl I I I SCREEN ENCLOSURE TYPICAL THICKENED EXPANSION JOINT SEE A/S3 OR J/S6 FOR REINF. INFO. MIN. EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND O.H.D. RECESS Cl) 3" MIN. CLEARANCE GARAGE DOOR SLAB RECESS f i SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD, 2, HOLD GYP. BD. 1/2" FROM SLAB Oh , 0r. J CONT. BEAD SEALANT Y a ¢ INTERIOR CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB C a r `r0 M 6 MIL VAPOR = _ BARRIER - - ' 1 11--r :- I I ' IIIIIIIIIIIIIIIIIIIIIIIIIIS�III- 111-�II-III 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 8" 1'-4" 8" (TYP.} 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS F WALL W/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 VARIES SEE PLAN FRAME -DOWN FALSE BEAM w/ (3) 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN AT 24" O.C. MAX. FOR TRUSS CONNECTION INFO 1 1/2 RECESS FOR S.G.D. (U.N.O.) 6 x 6 W1.4 x vv l A WWF OR FIBERMESH °IN d SEE PLAN FOR ". c, + TOP OF BEAM & LAYOUT DESIGN a - SEE ROOF PLAN a' A a d (2) HTS20 FOR STRUCTURAL `� BEAM SIZE & CONNECTION INFO 8 2x4 P.T. PLATE 7/16" O.S.B. COLUMN LOCATION 2x4 #2 SYP P.T. FRAMING w/ = I �, , I SEE A/S3/J/S6 ' - MIN 7/16" O.S.B. SHEATHING fi 81' z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w x ¢ SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL j 6x6 P.T. #2 SYP SLAB INFORMATION. o LU W ABU66 SLAB STEP & RECESS S.G.D. M SCALE:3/4"=V-0" S3 _) 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" MASONRY WALL AND GARAGE COLUMN TO PORCH SILL O.C. PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL W/ DR SCREWS @ 8"O.C• ATTACHMENTS EXTEND FILL CELLS .� TO FOUNDATION PAD INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. t ' ON FLOOR PLAN SIZE VARIES PER PLAN CIO CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS z GR DE a ° E r, FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 cv SIZE AND REINFORCEMENT) 0 � III=III ° ° • I I -I I III=1' WWF OR FIBERMESH T `" Z r w o I- a w LII-I III=1 - -II-III-III w I I -III- a BRICK PAVERS or SLAB PER p o `n -III=I ! • ° a = -III Z -H�= - z COMMUNITY SPECS " rn Ij I - - 4 - - - `�' 0-0 FIN. FLR. A0�/�/��/1�i0 FOOTING BEYOND PAD REINFORCEMENT -III-III-I-' (SEE SCHEDULE) 3"MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. �,13� r� C� z N O z o a Q M d N M z g dl cD L­ C3 T Cn Y LLI C,. oQ W N C E Jim �V) = w o c) m W m �- P E o S = c U) 421 . .N-� N MW-7-. fAz ;� 02 rx1.- 7. N air z w LU W zz� a �LU V¢E �0 3 z- 0 0 conS-15o k fP, IJLZ W N Y`J r,�✓ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. r` ro m z o W z E wo Wo <� Ze o F-m - �o° oa 0 E CD�z N a� o 0 <Qmo 0Q az r C Y U W Z q I m Q W �z d F" o LL 30 a NW ¢ p oii !E =3 o O << �o a= 0 °3 0 �O W � T Q N W I- = U p 0 N LO T t- r � r N cy) M N d z E O C E U 0 Q J JOB NO: 19-5333 SCALE : AS NOTED SHEET NO. S3 (MONO) (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 112" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 1 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 (Y DIA.)---� 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12dTONEAIMIN. EXTENSION FROM DOUBLE 2xTOP EVENLY LS SPACED EXTERIOR FACE OF BLOCK 1 EVENLY WALL IS 1 1/2" MAXIMUM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/(1) 10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. SL� 12 SEE TYPICAL WALL SECTION (TYp) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER ++ STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD = _= SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 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 WALL CLEAN -OUT A SCALE: N.T.S. S4 1 ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE REFER TO WINDOW PRODUCT APPROVAL COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MANUFACTURER. TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT K'- D SCALE: N.T.S. �S44� 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" KNOCK-OUT— BLOCKNOTCH LINTEL WHERE REQUIRED W/ (1) #5 FOR CONCRETE PLACEMENT 1 a a a 0 d a a d 8. STD. 90°HOOK g° LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6' 0" WIDE (U.N.O, ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION L: NOTES: O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. �2 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S G S4 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 LU O FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END 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 f GENERALNOTES SLOPE FORWARD GARAGE DOOR ROLLER GARAGE DOOR TRACK FOR DRAINAGE CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. ° d e 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 P SHED FORWARD THIS DRAWING. SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. It" 2x CRIPPLES @ --' 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" —� O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEELAND GROUT FULL 8x8x16 BLOCK DOOR OPENING CL VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET W/MOUNTING ANGLE FOP I iARAGE lOOR NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER, TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1' - 4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16 (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED Whll,_ @ 12" O/C FOR 2"x10" OR GREATER HEADER 1—(2) 2x HEADER SEE PLAN • INTERIOR HEADER: 54 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. 00 OR SIMPSON HTT4 TYP. Op U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. SL� SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 12 (TYP.) SEE ELEV. SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED BOUNDARIES 6" O/C EDGES & 8" BLOCKING O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS --' SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT L IN KO BLOCK AT EA. STUD MAIN SPAN ROOF TRUSS MOISTURE BARRIER UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL--- W/ STD. 90' HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF . ' st8„ SPLICE STAGGERED • � MAN ATTACH ALL -' �J EXTERIOR STUDS W/ 4�16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON C SIMPSON SP4 SP2 P.T. ATE TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SPi SIMPSON SP4 TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END w U ,t z a 2x TOP PLATE V2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" v O.C. MAX. P.A.F. NAILS OR 2x P.T. PLATE FPROVIDE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° o ° • HTT4 w/ (18)10d NAILS (3610# SPF) ° o HTT5 w/ (26)10d NAILS (4670# SPF) ° ° • DTT2Z w/ (8)1/4" x 1 112" SDS (1835# SPF) HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (2215# SPF) • HDU4-SDS2.5 w/ (10) 1/4" x 21/2" SDS (3285# SPF) _ HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (4065# SPF) • HDU8-SDS2.5 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 wl WASHER & NUT g • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R, MIN. 8" EMBEDMENT wl 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 rN SCALE: NTS Ilie SIMPSON SP4 �2X TOP PLATE OVERLAPPING —10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE ROOF TRUSS ABOVE 2X BLOCKING d 2X8 P.T. BOTTOM PI - fl ATE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B SIMPSON SIMPSON C (MIN. (2) PER BOTTOM PLATE) SP4 SP2 SIMPSON C FT SP4 10 L " NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 _ a 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL d NAI S @ 4 10d NAILS @ 6" O.C. STAGGERED A G STA GERED TRANSOM FRAMING 0 o BEYOND. - - - N--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 PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R SCALE: N.T.S. S4 c Q M � z N 8 V z o a � ° V1 z U a)L j `I" C/ M W n 0 �o �(0 c E V) o U `° �- T E mapram,Er o g = U o ¢ ° ° �m N Z W o~ N o w Z 4n I= Q p w LU N y e NzLU � Z 0 m dw I o UMiFF 6 LU M. tv U H+' yD {{ . 0 >c. O�ESSt0\A k�FP��t111t111m���.4�,3 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. o M w� W M w z J E W O � Zo QN Q_ E O F id o X U ® Z00 QO ­1E C:)� CD a-0 o wo < o oz az �w r0 (� C _ C y O m 0 O LL Z r1� J < z 93 O � O� <� <� o� a z NW �- _1 C:)> - 1 2 x V z¢ a 003 �0 0 .N > of ^L W ,> d' N f Q Cco N W = _ Sii C V J T • i T T (y T� m::3T M M N iii o Z Z E aca co FLU E o v 6 q 0 c JOB NO : 19-5333 SCALE : AS NOTED SHEET NO. S4 0 a • r7 LO I rn i x 0 J rw*) LO m L v i 'L H Q N 0 a F2 0 17 Cn C LZ N z. U i -o 0 v 0 a� r rn N 0 0 0 rn 0 N S m 0 SEE STRUCTURAL NOTES AND TOENAIL W/ (2)16d NAILS BACKNAIL W/ (2)16d NAILS SIMPSON H10A w/ (18) BACKNAIL w/ (2)16d NAILS SIMPSON H1 OA w/ (18) SIMPSON SP4 w/ (6)1 Od x NAILING SCHEDULE FOR „ 1Od x 1 12" AT EA. 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. 2x4„ SEE STRUCTURAL NOTES 1 12 AT EA STUD (USE BACKNAIL w/ (2)16d NAILS SHEATHING DETAIL OUTLOOKER OUTLOOKER SP6 FOR 2 6 WALL USE @ 24" O.C. NAILING SCHEDULE FOR OUTLOOKER TOP CHORD SHEATHING DETAIL 24" O.C. @ OR SHEATHING DETAIL BLOCKING FOR ' FIRST FOUR I ROWS OF 45° ± �24" TOP CORD BLOCKING 45'± 2X4 CONT"L" BRACE TOP CORD BLOCKING TRUSSES @ SIMPSON H1 OA 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 OUTLOOKER EDGES OF OF SHEATHING TYPICAL TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO EXTEND AT LEAST 90% OF 48" O.C. EACH JOINT W/ (3) 10d MAX. & (2)10d TOE NAILS @ AT LEAST 90% OF WEB @ 8'-0" 0/C. 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX, 8" FROM BOTTOM CHORD SEE TABLE) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d ' • SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROM LEDGER TO ' 7/16" OSB SHEATHING & (2)10d TOE NAILS °� •' BLOCKING ' — -� ATTACHED W/ 1Od EA. END NAILS @ 6" O,C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1 OdX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7 1/2" CDX PLYWOOD OR 7/16" SHEATHING ATTACHED THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS NAILS INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ 10d w/ 1 @ 6" O.C. EDGES AND 12" O.C. FIELD 2x4 PANEL BLOCKING @ 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FOR THE FIRST (4) FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE ROWS OF TRUSSES FROM @ 48" O.C. MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED EA, END TYP. TOP & BOTTOM ATTACHED w/ (2 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)1 Odxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. 16d TOENAILS PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 1 Odx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7) 1Od 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 E CT I 0 N 2 WEB, USE MSTAM36 wl (7) 1Od NAILS & (4)1/4"x21/4"" SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE SIMPSON HGAM11 W/ (4)1/4"xl 1/2" SDS SCREWS TO BLOCKING & (� 1/4 x2 3/4 TITEN TO CMU BACKNAIL W/ (2)16d NAILS REFER TO DETAIL J ON SHEET S5 FOR r SEE STRUCTURAL X-BRACING, AND TOP r F1 -"' NOTES AND NAILING CHORD BLOCKING N _ SCHEDULE FOR oo INFORMATION `° °° SHEATHING DETAIL 1 1 1/ .. 2"x4" CROSS BRACE WOOD TRUSSES APPROX. 8" FROM RIDGE FASTENED AT 2x4 RAT RUN BRACING EACH JOINT W/ (2) AT 24" O.C. ON TOP OF 1 2 1 1 2 10d & (2)10d TOE BOTT. CHORD FOR 4 NAILS @ EA. END TRUSS SPANS ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING AT EA. TRUSS JOINT " � @ 48" O/C FOR THE (2) 2 x 4 LAMINATIONS W/ (1) ROW {3) 2 x 4 LAMINATIONS W/ (1}ROW (3j 2 x 6 LAMINATIONS W/ (2) ROWS OF FIRST (4) ROWS OF OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207", L = 41/2'") OR EQUAL TRUSSES FROM EA. 0/C w/ (2) 16d END TYP. TOP & TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH SIMPSON H1 OA w/ (18) x ' SP8 FOR 2x8 WALL) SEE STRUCTURAL NOTES - AND NAILING SCHEDULE FOR SHEATHIN DETAIL 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)1 Od EACH JOINT W/ (2) TOE NAILS @ EA. END 10d & (2)10d TOE 2x FRAME WALL (SEE WALL NAILS @ EA. END SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD END TYP. TOP & (2) 16d NAILS BOTTOM ATTACHED 48" 2x BLOCKING W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL SIMPSON H1 OA w/ (18) 1 Od x 1 12" AT EA. OUTLOOKER (2)16d NAILS 2x4 OUTLOOKER @ 24" O/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ " MAX. EDGES OF SHEATHING TYP. -"L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) rGABLE TRUSS •-1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4) 1/4"x1 1/2" --- 10dx3" @ 4" O/C SDS SCREWS TO TRUSS & (4)1/4"x3" SIMPSON SP2 w/ 12 SDS SCREWS TO PLATES AT 36 O.C. ( )1 Od 2x4 LEDGER (MATCH BOTTOM DBL. TOP PLATE NAILS AT EACH STUD CHORD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 1 Od x 1 12" AT EA. 2x4 OUTLOOKER 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)1 Od OUTLOOKER @ 24" O/C TOP CORD BLOCKING FOR TOE NAILS AT EACH END WOOD TRUSSES @ 24" 0/C (TYP) FIRST FOUR ROWS OF TRUSSES @ 24" MAX. EDGES OF SHEATHING TYP. ZVI "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS z 1/2" CDX PLYWOOD OR 7/16" W (2)16d NAILS 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 HGAM10KTA w/ (4) MOISTURE BARRIER JACK TRUSS 1/4"x1 1/2" SDS SCREWS TO SEE PLAN FOR BLOCKING & (4) 1/4"x2 3/4" BOND BEAM CONNECTION TITEN TO CMU MASONRY WALL 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLT, PROVIDE 1/4 DIA. x 7 LAG SCREWS OR EQUAL 2x4 "T" ON TOP OF PANEL I OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH L- 2x4 BLOCKING W/ 1 Odx3" @ 4" O/C (2) 12d TOENAILS EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NUS SECTION 15.3 FOR ADDITIONAL INFORMATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON — LOAD BEARI G LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION g SEE TYP. WALL SECTION FOR SCALE: 3/4" = T-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS 8 ADDITIONAL INFORMATION, SCALE: N.T.S. S5 SCALE: N.T.S. S5 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)1Od PER JOINT IINIMUM 2x OVERLAP TRUSS BRACING :ROSS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 3EE PLAN FOR WOOD TRUSSES OCATIONS) 1 Odx3" O/C TOENAIL 6" O/C RUNNERS W/ (2)16d TYPICAL (2) 16d PER NAILS 1T MAX, JOINT L- CONTINUOUS BOTTOM CORD BRACING 2'"x4" MIN.ri SEE EMM/S5 CROSS BRACING DETAIL ALTERNATE NON —DROP GABLE END DETAIL SCALE: N.T.S. S5 1 GABLE TRUSS S� "L" BRACE W/ 1 Od @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. — 5� S5 S5 SCALE: N.T.S. ° a � a �l ° ° ° ° II . - � � ° I{ � a ° all m \ ° �) ° . II �_ ° I� ° � ° � ° ° a ° ° °II °_ o a 11. � ° ° • ° II ° ° II° a o '-CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. "-MINIMUM (2)16d PER JOINT "-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 20'-0" MAX "X" BRACE SEE DET. J/S5 -, 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1 Od NAILS @ 4" 0.C- TYPICAL GABLE TRUSS WEB -J SINGLE "L" BRACING DETAIL/-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 r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. @ NON —LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) 1" BRACE 24" 010" - T-O" 3-0" - 6'4' 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) I— r--GABLE TRUSS --GUN 1. 13LAKIN(a " GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) 7' BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS /TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION a 0 o mr z o z Q D_ N M 0 o 0 aJ CDto (D L� +� C LjU 0� Q c E U W m WIN�- 0 E o g U o N c CO u m • ® Q �m N N Z w U) f N LL 8, �o rxj LU ED 2._ oh �,Ea� � o 0W Z N5 N O :9E�� a LL LZ Q N ' 111d2 Idd�/r� ' \ N '••. qs� 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. M o C0 w M M .n ¢ o Z a J E Q Q E z wo � � 0 zN oa V co w C1 - E O 0 0 a� O U 0 oz o� O wo�J a Z CY w Ott <w �N O� U END Q U "ii r� ao a mw G �- 0 o w� >° CS za aF 0003 C C:)O .y ^L W � T co f� _;i C V� h •� J 0 U/ r r N T rn r co M N o cc Z E o C C a U J Q p JOB NO: 19-5333 SCALE : AS NOTED SHEET NO. S5 �OMMMsw/1.1Yl1A1119. 1� 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB REFER178 x4 1/2" DRYWALL � UNACCEPTABLE INSTALLTION � DOORJAMB (REFER TO PRODUCT P.T. TO PRODUCT TO PRODUCT APPROVAL FOR CON MAX. PROPER INSTALLATION 8" DO NOT DO THIS ' 2"x BOT. PLATE W/ (2)10d @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1 X 4 ` #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM W/ 4" 1x4 P.T. 3-1/4" LONG X 3/16"� FURRING 3/16 0 X 3 LONG FURRING O ROWS 3/16' x 3-1/26" FURRING #5REBAR (�'P�)TAPCON. @AND NAILED W/ 8d COMMON2 O.C. EDGES AND 12" O.C. FIELDO.C., PLATE 8d @ 2 ROWS STAGGERED INTO STAGGERED @ 161, TAPCON @ 16" O.C. &BLOCK@ `TAPCONS SPACING „ 1 DETAIL 1x8 P.T. FROM EACH END w/ M. O.C. 2-ROWS INTO 2 EDGE DIST. ATTACH PER MANUFACTURE MASONRY THROUGH 1 _ 1 /21' DETAIL 1 x8 w/ (2) ROWS 8d NALS 3 �� DETAIL ` `STD. STD. 90^ 90 HOOK (TYP.) " 2x BAND JOIST W! FACE NAIL 10d @TOP & JOIST TTm CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. BOTHFILLSOEILDLS HOOK (TYP.) *411 FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" TAPCON @ 16" DOOR JAMB (REFER 1x4 P.T. TO PRODUCT ILEACH METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL NOTE:TO END W/ MIN. APPROVAL FOR CONN. TO PRODUCT ix4 LAP SHEATHING TO PRODUCTJE71L DOOR JAMB (REFER 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" ` BOTTOM OF BAND D JOIST TYPICAL APPROVAL FOR CONN. x 3-1/2" TAPCON @ 16" (2) ROWS 3/16' x 3-1/2" O.C. & 4" FROM EACH 1x4 — J TAPCON @ 16" O.C. & END W/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ FURRING F,-. ' +2 NOTC @ FIRST COURSE � SIMPSON HGAM10KTA @ 12" O.C. w/ (4) 1/4xl 1/2 SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" INTO BAND JOIST & (4)1/4"x2 3/4" 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" O.C. 3-'I / DETAIL +5A NOTCH WEB AT THE FIRST 2 COURSES ' ` TITEN INTO K.O. BLOCK BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4"MIN. A_A = 1610 #FOR 2 STRAPS • ' ; FILL 1st4 COURSES EMBEDMENT INTO BILK.) 1/4" MAX SOLIDW/GROUT n 1 PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1 /4" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS 1/2" DRYWALL * SCREWS & (5)1/4" x 21/4"TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d :'•; ;: 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) 2 x 8 45^ DIAGONAL (4)10d NAILS LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/ 7L,.NoT INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 BUILT UP PLWD. BUCK ARCH PANEL CUT HB. FOR POLYIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. OR CONTACT ENGINEER of RECORD FORFURTHER INSTRUCTIONS.FACE SCRIBE (NOTCH) OF ARCH W/ (3)10d NAILS BACKSIDE TO FIT ARCH (4)INTO 2 x8 AT EA. END RETROFIT TRUSS DETAIL OVERHAN CONNECT W/ 8d NAILS BRACE/ BLKG. x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. ON.T.S.INSTALL WDW. SCREW ANCHOR\_2•� INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN �• RETROFIT WALL OVERHANG DETAIL (NTS) INSTALLATION DETAILS A 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO Z-6" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED W/ 3 #6 X 4%" WOOD ) () * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.. H NOTE: FOR OVERHANGS LESS THAN 314" - NO REPAIR REO'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL 10d (TO ARCH DETAIL J 4' MAX. RAID. USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ O� x FRy TRUSS2) TOP CHORD qN MIN. 4" EMBEDMENT AT 16" O.C. + �� + NO'Tly 11-011 51_011 SCALE: N.T.S. SS 12 + PLYWOOD SHEATHING JACK TRUSS PROVIDED BY + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + INISH FLOG 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS ° WITH 1/4' x 31/4" TAPCON (1 1/4" MIN. B_g ROOF SHEATHING ATTACHED + REQUIRED `� EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL TO SUPPORT /4" MAX 2'-0" 8" TRUSS + SOFFIT + p . p A D #5 BAR [::::CENTERED BLOCK HEADER SOLID BLKG, AT TOP BTWN. ARCH (5)12d NAILS SIMPSON + p 10 ° p p ° W/ s H 1 X 4 FURRING BLKG. & BUCK 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS 2X4 SYP . s EACH TRUSS p ° °� IN TOP o p KNOCKOUT / N o CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 8 DIAG. BRACE BT 2 x 8 VERT. W/ 2 10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ �. CONNECTOR '� MONO FOOTING _ •D o p ° x VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE (3) 12d NAILS SEE LINTEL SIZE AND REINF. PER PLAN ° AND SECTION DETAILS -I BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" 7CLEAN JACK TRUSS PROVIDED BY SCHED. LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 FILL 7p G p 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT DIRT 71 z TO BE INSTALLED BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL , STANDARD o SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION p o 90' HOOK N #5 BAR IN ' TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4Yz" WOOD FOR OVER HANG FILLED CELL ,- - - 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0"} - ° ° ° a , 9 � o Q o � a "o BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL 4' MAX. RAD. WALL USE (2)1/4" X 31/2" TAPCONS AT 16" ° � INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. ANCHOR INTO ARCH BLKG. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B_B ARCH DETAIL K SECTION @ENTRY L SECTION �a ROOF EXTENSIONrM REINF. PERLAN AND STEMWALL --�— SCALE: N.T.S. SS SCALE: 3/4" =1'-0" SS SCALE: 3/4" = 1'-0" SS MONO TO STEMWALL FOOTING 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 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR SIMPSON HTT4 w/ (18) 10d x 1 2 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± " ) BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION 1/2" NAILS TO STUDS & (1) - E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) (1) #5 BARS CONT. OCCURS 5/8" DIA. ALL THREAD ROD "SET" #5x6' EMBEDDED INTO EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. THE SAME SPACING ( REINFORCING TOP WITH MIN. 3" EPDXIED w/ SIMPSON o SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER COVER g'_0" F.F. EPDXY MIN. 6" EMBEDMENT & ` FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP 3' MIN. EDGE DISTANCE U tL w NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ,• L) THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL o D LU A REINFORCING AS FOLLOWS: * SEALANT o I ��I (��- = = ¢ U j U- a PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. - 0 — — — — = I I I —I I III f l l l p• � ,�rl•-r — I- = , #xEBDDD T 5 6 M E E INTO PRESS PANEL REINFORCING INTO PLACE. 1 MI 6 N LAP SPLICE W/ - -r D D — II II III v EX F ISTING OOTING 2 # I () 5x6 N CONC. COVER PANEL REINFORCING WITH UPPER HALF F MORTAR BED AND TROWEL A 0 0 R ....,.. ,. ....::::.: :..:,::..... REINFORCING PANEL — —I I�I- l IrI a _ In FILLED CELL SMOOTH. DO NO FURROW. I=I — _I llF N DRILL 3/4"x5" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE D I I —I IT- 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 ° ' V \ = REMAIN FREE OF MORTAR. NOTE: z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° a ` 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ 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, COVER EAWAY AEXISTING SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4„= 1-0 „_ SCALE: 3/4 -1-0 FOR WIND SPEEDS UP TO 110 MPH', PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. 0 0 0 � z00 _ o z o a J 1 � O E3 N z ° 0 U � Cii Y V a 0 Ill �LA c E N � U CD , CD o S all[2 1- E E U o a 0 W N N Z ::: - N� z� w Z Uri u' QLUa Zp_U, a H� �Z �ar�rr. it LU A ' • G vi OA U �� ''. O F `. To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. o m z w z 1z U_ ce E o zo wo a >m <@ 14 Q E X O _® oa O — O a� W z o� oQ w z N nz U m O o Z Y Z J �w �vW, go W o� LL a �w ?U o ao v za i< o �3 � O 0 W ■> 00 a) T— .-. O Q C\ �_ N Ln r v U 0 o r1*1 ■� J O Lo ai M CM N T— iri a z m z E O a E ca co d U J Q J JOB NO: 19-5333 SCALE : AS NOTED SHEET NO. SS CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 CONV. FRAMED RIDGE (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER MAY BE NAILED 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. Dg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS 1 TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ -EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — ^ CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. —� -----LWOOD TRUSS —J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B —TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL r7 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 G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP, 3;"A TRUSS (2) 2x8 #2 SYP wi O.S.B. FLITCH PI TOP @ TRUSS E U.N.O. ON ROOF PLAN NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 1 Od NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE (2) SIMPSON HETA20 w/ (8) 10d EXTERIOR SHEATHING ATTACHED PER NAILING TYPICAL BLOCK x 1 1/2" NAILS EACH - OR (2) SCHEDULE DK WALL SIMPSON MSTAM36 w/ (7) 10d 2x SPF #2 USSES I.kGI & (4) 1/4"x2 1/4" TITENS EACH AT 16" O.C.AINV .T (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM „ 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC.MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL Qa INTERIOR BEARING SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT OL VARIES 2X4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d TOENAILS TO TOP PLATE & (2) 12d END — NAILS TO TRUSS BOTTOM CHORD - ROOF SHEATHING ATTACHED PER NAILING SCHEDULE COMMON TRUSSES. SEE TRUSS PLAN FOR CONNECTION INFORMATION. VARIES SEE PLAN FOR WALL LOCATION MIN. 2X4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO mk SEE PLAN FOR PLATE BELOW TOP OF WALL ; o MIN. 2x4 #2 SYP P.T. PLATE °. W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE 16" O.C. MAX. INFO. ' SECTION @ ENTRY $ SCALE:NTS SIMPSON LSTA18 w/ (12) 1 Od NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SCALE:NTS )IMPSON HUC410 w/ 6d INTO HEADER & Od INTO BEAM - SEE 2OOF PLAN FOR MOi NFO TIE BEAM BEAM @ RAISED ENTRY MASONRY WALL r4 SCALE:NTS SEE FLOOR PLAN FOR COLUMN SIZE & BASE CONNECTION INFO 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE M CONNECTION INFO A OPTION B — COMMON BM. TO POST ATTACHMENT � SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED CORNER SEE FOUNDATION PLAN FOR MORE INFO 5" �X COMMON BM. ATTACHMENT SCALE:NTS 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM —' FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION r22"� SCALE: NTS SCALE: 3/4"=V-0" SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. GABL TRUS 1/2" PLYWOOI (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM SEE PLAN L. FOR CANT. —7/16" OSB FLITCH PLATE REQ'D ONLY WHEN INDICATED ON BM. SCHEDULE/PLAN OPTION C 8d NAILS AT 4" O.C. BM. SPLICE OVER CENTER OF POST SEE PLAN FOR VALLEY TRUSS INFO. `—• MASONRY WALL BELOW: SIMPSON HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN as (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS Q COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE rl 2�� SCALE:NTS BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ ENTRY FRONT WALL SCALE:NTS 2x4 #2 SYP NAILER. NAIL TO STUDS w/ (3)16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED w/ (3)10d PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. SIMPSON LUS26 w/ (8) 10d NAILS —� OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8)16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. 2X10 #2 SYP CONT. LEDGER w/ (3) VERIFY WITH PLAN FOR LOCATION AND DIRECTION 1/2" X 4 1/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: NTS LOW ROOF/WALL SHEATHING ATTACHED PER NAILING SCHEDULE 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/—" L (2) 2x6 BLOCKING UNDER— FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE:NTS DETAILS &SECTIONS 0 0 M � z o _ 0 z� J th d O M (tl Ln z ^r o VLJ, lL T V� C w 0 U y 0 ,�, L U `° w — ° E o g i� I' U N N LU �� � N� w z z� Z W`` Ir 0- o ii W Q a rn t i w LUtic a zC- ) �o Z ileeif WL< �E Q B NSE FA. `� E L-0 �. OFESSIONP����� /��r/�►il i f ! E t iit"t�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. o M wz w Z M g S g E 5o oo » ® E 8CU r6 ti� Da w¢ o E N a¢ o 40 ado az ¢w � L O � mE a O LL Cn N J m a ° ¢w �z N o o a W Q C)o w � mw 1— o oW�, H ;o V �w 0 . a Ov 3 �O 0 7 �- nL1 W .> d' N2 T CD Q C L N M r 2 T N , o r CD r M M N o m z = T i6 ^ O Z M a c°� _j c o JOB NO: 19-5333 SCALE: AS NOTED SHEET NO. D 1 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. S ^' ^ "n WEATHER ✓E BARRIER & tARILY SECURE WEATHER UESISITIVE R BARRIER HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weat barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING -i DO NOT FLASH OVER BOTTOM NAILING FLANGE NOT USED SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING DECK JOIST EXTERIOR SHEATHING WOOD FRAME CONSTR. SELF -ADHERED FLASHIN, BY LAPPING DOWN -� OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI; UNDER DECKING ED FLASHING (SEE DETAIL WP07) 1�4 SELF -ADHERED FLASHING E AM 0 WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING �r SELF -ADHERED FLASHING SUBFLOOR RIM JOIST 0 0 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHER O SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER Flo PLASTER STOP - CONTINUOUS BACKER - ROD & SEALANT INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING PATCH HERED FLASHING 2 4 5 STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH I. WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER l 3-1/2" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY WINDOW UNIT SLOPE 0.3 in : 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH Q SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF NEEDED IN CORNERS THROUGH SELF -ADHERED FLASHING Fez SOFFIT/CANTILEVER RUBBERIZED RUBBERIZED ASPHALT ASPHALT ADHESIVE ADHESIVE - SELF -ADHERED FLASHING -� r SCORED RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) SELF -ADHERED FLASHING INSIDE CORNER Ground Water Resistant Barrier Lath Sheathing Stucco FOUNDATION WEEP SCREED LEGEND SELF ADHERED FLASHING (SAF) o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH ^\ PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS C�\� --- II A ACKER ROD FINISH STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH FLASHING REQUIREMENTS R609.1 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section. R703.8. R703.2 Weather -resistant sheathing paper. One layer of No.15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.4 Exception: Omission of the water -resistive barrier is permitted in the following situations: 1. In detached accessory buildings. 2. Under exterior wall finish materials as permitted in Table R703.4 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.6.2.1 Weep Screeds A Minimum 0.019-inch (No. 26 Galy. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1 /2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 Detail Instructions Refer to the number marked as(Din each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary Cement Plaster in accordance with ASTMC926 over wood 2nd floor 7/8" Cement Plaster in accordance with ASTMC926 WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all rD 0 M v � ,Z N O Z o � fZ _- M m U)V1 �0 o �g Cn Y U � a LL' CL0_ L o--.Tm ��E V(Q C o i..) m u a z S � I t� o U) ® o ® Q rn 0 41I� N N v�i N o m � Zx o � N p w � M� Z ICA JhQ0 a LU a Nz aW � UJ V ¢ z ZZ O co w O r) 8 LLWV g- a Nair A S o� o El 0 N M 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal, o W M w ¢ o z z < J ce E w. wo o0 g Za < O E q, F= Z® o0 fg -E '0 " o O AV c�11so h d p ¢o a Z X. -.� L C - <Z I " 20 m0 � 0" Yz J ¢m 2z o Q. 7 LL rl �w Hill<o oz �� Z, o CD << ;o CD Cn ZI< a 00 0 O 2 > d' L / N T M0 3i C o O � con ' O r N Q r M M ai M N � r j ci z Z CO E 10 L E ro c CO 4. O 0 a U Q p c � JOB NO: 19-5333 SCALE : AS NOTED SHEET NO. W P Q N (n 4._e O 0_O OWN -� (D Cn O s 0 L L March 20, 2018 O O L.L ICU O C �C) Re: Wood Construction Connector Compliance for 2015 International Codes 8, 20t7 Florida Codas , Cl) '0 E Q O �� 0- To Whom It May Concern: L� �(0 ICU Section'2303.5 of the 2015 International Building Code (IBC) and 2017 Florida Building Code (FBC) specifies that vJ joist hangers shall be tested per ASTM D7147 Testing and Establishing Loads of Joist Hangers. Previous versions of the IBC and FBC required testing to comply with ASTM 01761 Test Method for Mechanical Fasteners in Wood. Both methods determine a connector's allowable load as the lowest of the following: 1. Lowest ultimate of three tests (or average of 6) with a safety factor of 3 2. Average load at 1/8-inch deflection 3. Calculations per American Wood Council National Design Specification for Wood Construction (NDS) The primary changes in ASTM D7147 are requirements to measure properties of the tested materials, such as steel strength, fastener strength, and wood specific gravity. The tested ultimate loads must be adjusted when tested material properties exceed the specified properties. ICC Evaluation Services (ICC-ES) revised AC13 Acceptance Criteria for Joist Hangers and Similar Devices in October 2016 to incorporate a methodology to evaluate products to the 2015 I -Codes. Simpson Strong -Tie is working on re-evaluating wood construction connector loads, to the new standard to update our product evaluation reports to the 2015 I -Codes. As soon as the updated evaluation reports are completed, we will apply for Florida Product Approvals. However, reevaluating a large number of products will take time. While manufacturers work with product certification agencies to update their wood connector evaluation reports, we recommend that building departments under the 2015 I -Codes and 2017 Florida Codes continue to accept code reports showing compliance to the 2012 and 2014 editions, respectively, until July 2018. The information in this letter is valid until 6/30/2018 when it will be re-evaluated by Simpson Strong -Tie. Please visit wvw0.stronot1e com for additional pertinent information. If you have questions or need further assistance regarding this matter, please contact the Simpson Strong -Tie Engineering Department at 800.999.5099. Sincerely, SIMPSON STRONG -TIE COMPANY INC. Keith Cullum, P.E., LEED AP dw/BDW Engineer, Southeast U.S. Branch Page 1 of 1 SimptodStrong Tie Company Inc+ 2221 Country Lane McKinney, TX.75069 Phone: 972,542.0326 Fax 972.542.4139 wwe.stronatie.cam W z U) > O L O ..�� U O V! U m F_ O L� W Q W Z Z a __J J SHEET N0. PA 1.0 r/6P4 t Cn 0CIO . �v:3 t�°m �.vg� � Fw4 �x `n�, �_ 4 3'tv� �S .- � � A �. sv b ..w �''�E � ��_ �` �� 1+1 " ? i• �4'� �`f 2 & ° _ �.... ' Y y,_ 5` .: �.'�y �•4`'£��1 � �•;(>�J"`t`6: � A3 FL17244.1 ESR-3455 A2$ FL10448.2 ESR-2806 H D210.2 FL17232.3 ESR-3445 HU210.2 FL10858.4 ESR-2549 H D212-2 FL17232.3 ESR-3445 HU212-2 FL10656.4 ESR-2549 HD216 FL17232.3 ESR-3445 HU218 FL10856.5 ESR-2549 HD218-3 FL17232.3 ESR-3445 HU216-3 FL10856.1 ESR-2549 HD26 FL17232.2 ESR-3445 HU26 FL10858.3 ESR-2549 HD28-2 FL17232.3 ESR-3445 HU2&2 FL10856.4 ESR-2549 HD410 FL17232.4 ESR-3445 HU410 FL10856.9 ESR-2549 HD412 FL17232.4 ESR-3445 HU412 FL10856.9 ESR-2549 HD61D FL17232.4 ESR-3445 HU610 FL10856.10 ESR-2549 HD0410 FL97241.7 ESR-3444 HUC0410 FL11468.11 SIM200804 HGA10 FL17699.1 Evaluation Report HGAIOKT FL11470.4 SIM200803 HGAM10 FL17699.1 Evaluation Report HGAM10KT FL11470.4 SIM200803 HHCP2 FL17238.7 ESR-3448 HCP2 FL10447.2 ESR-2551 HTA16 FL17880.4 Evaluation Report HETA16 FL11473.5 SIM200802 HTA20.18 FL17880.4 Evaluation Report HETA20 FL11473.5 SIM200802 HTT16 FL17324.2 Evaluation Report HTT16 FL11496.1 ES-0130 HTT45 FL17324.2 Evaluation Report HTT22 FL11496.1 ES-0130 HTW16 FL17244.8 ESR•3455 HTS16 FL10456.22 ESR-2613 HTW20 Fl17244.8 ESR-3455 HTS20 FLi0456.23 ESR-2613 HTW24 FL17244.8 ESR-3455 HTS24 FL10458.24 ESR-2813 HTW30 Fl17244.8 ESR-3455 HTS30 FL10458.26 ESR-2813 HTWM18 FL6223.2 Evaluation Report HTSM16 FL1 t473.11 SIM200802 HTWM20 FL6223.2 Evaluation Report HTSM20 FL11473.11 SIM200802 HUGT2 FL8223.3 Evaluation Report HGT2 FL10456.18 ESR-2613 HUGT3 FL8223.3 Evaluation Repo PRODUCT APPROVAL SPECIFICATION SHEET (2018) January 9, 2019 As re wired b Florida Statute 553.842 and Florida Administrative Code 9 -72 lease the information q y B , p provide and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures 1. EXTERIOR DOORS A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20481.1 +67.0/-87.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.6 +67.0/-67.0 psf ThermaTru Fkber-Classic and Smooth -Star (NON -IMPACT) FL20461.9 +67.0%67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20481.14 +67.0/-67.0 psf ThermaTru Classic -Craft and Benchmark FL15225.1 +67.0/-87.0 psf ThermaTru Smooth -Star and Benchmark FL15225.5 +87.0/-67.0 psf ThermaTru FiberClassic, Smoothstar, ClassicCraft, Rustic FL7640.1 +87.0/-87.0 psf B. SLIDING MI UMndows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf PGT Serial 5570 FL25110 C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psf Clopay Building Products Residential WindCode Doors W5 (16X7) FL15279.53 +30.0/-30.0 psf Clopay Building Products Residential WindCode Doors W6 (8X7) FL15279.85 +38.0/-42.0 psf Clopay Building Products Residential WindCode Doors W6 (16X7) FL15279.102 +37.0/-41.0 psf D. METAL LOUVERED DRS Curves Division of AADG, Inc 607,707,727,747,and 647 Single 8 Pairs of Doors FL11537. t N/A (see inst sht) 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Genes 185 FL17499.2 +50.0/-55.0 psf PGT Series 5500 FL239.7 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.0/-50.0 psf C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.0/-40.0 psf PGT Series 5520 FL243.9 D. MULLION MI Windows and Doors Series 5784 FL15353.2 N/A PGT Series 5500 FL261.1 N/A E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES OAF 3 Tab, Dimensional FL10124.1 N/A B. UNDERLAYMENTS Tamko 151bFeltUnderlayment FL12328.6 N/A C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A Florida Metal Products, Inc Vent RV10 FL21580.3 N/A Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A F. METAL ROOF Gulf Coast Supply &Manufacturing, LLC 0.032"Aluminum GulfLok 18" wide roof panel FL11651.2 R3 N/A 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15078.1 - FL15076.2 N/A All American Shutters &Glass Galvanized Steel Storm Panels FL17669.1 N/A 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL8527.1 - FL6527.5 N/A D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A Commercial Concrete Products, inc. High Strength Concrete Lintels FL1774 N/A The products listed below did not demonstrate product approval at Ian review. I understand that at the time of inspection p p p of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE +-a N Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagan d 8 17JIZ2D76 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Peg�aof 6 121122018 Florida Department of Business & Professional Regulation Building Codes and Standards Product Al Application Detall Approval Pepe, art 1=18 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel d i +am+s +� C_ ^, Vr tJ .� 0 > /M� L ♦V �yJ Qr�t� O Code Entity, or 2" salt Date Pendins Rana lygq Version Manuhclurer ConleM EndneerBLieenas YSIldated 8v Velida4ed Submitted FBC Aooroval Alat9lfed Status. t Entity: or P..tit Bat4 Data Pandino eft Iyga Version MsnuhMurer contact Eneineere Lleensa Velltlated 8v v.naatea Submitted FSCAoproval Aooroved status KIM l Rovist- 2017 - Sea; 1 Therms-Tru Corporation Catevory. Exterior Doors Subcategory: swinging Exterior Door Assemblies Compliance Method; Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer � Product Model. Humber sir Name a. Thera-Tru Fber-Clossle and Smooth -Stet Rick Wright Lyndon F. Schmidt P.E. Ryan J. King, P.E. (419) 298.1740 PE-43409 (813) 767.6555 dckw(Qrwoldgcronsullams. cam . DudtN Aasurmncs Product Deacdetlon CoMnet Exairmtlon Deli Nominal SMS;8 &quotNon-Impact&quol; Opaque 12/312020 Composite Edge Fiberglass Sirgla Dow (Inswing/Qdswlrg;.X configuration) 10./152017 07/122017 10/162017 Aooroved for Use Aoomved ror Uae all= Outside HVHZ No Yes 12/122017 knoeet Realetant No Deeiaa Pressure WA Approved R.vWwi 2017 Therms-Tm Corporation Category: Exterior Doors Subcategory: Swinging Exledw Door Assemblies Compliance Method: Evaluation Report from a Florida Registered Architect or8Uce6aed Florida Professional Engineer 1-R3 Product -._ 81e1 Produdt Madel.Numberor Name 1 a, Therma,Tru Fiber -Classic and SmodirStw Rick Wright Lyndon F. Schmidt, P.E. Ryan J. King, P.E. (419) 298.1740 PE-43404 (813) 767-65% nckwawbldgconsunanls. com _ - .: � '. DudiN.Aaaurmnce Product Description Cor,trmcl Esolydion Date Nominal 6&M39;8 &quolNon-Impactsiquot; Opaque 12/312021 ComposiI.EdgoFiberglass Single Dow (InswingfOmswlrg; X configuration) 12/132017 1211Y2017 12212017 Aaproved for Us Acprovedror Uea in HVH2 4utsitle M/HZ No Yes SN132018 :.. Imoaet $ggij(pa( NO Appraed Dealon Pres�uro WA � I1fl2i Version Revision 2017 Egaj 1 Ttema-iru Corpor*brn Category: Exterior Doom Smigig Exterior Door Assemblies Comptiatim Meaod: Certflcation Markw Listing Praratal MedN. Nranhar�Name e. &quawlasslo•CrM&quot; and &qucoSenehmedt by Therma•TnWqud; l:�L.or Etter Illfdow By Rick Wright National AcmvditW.& Ryan J. King, P.E. (419) 298-1740 Maraga nord Institute (813) 7$7�65b ddrw®rwbMgconsubnb. own as and 8!b Opaque and Glazed FlbargMes DoorwNt 12/31=1 and without Sweater. Inswing and outlawing Ra I0 ifMll 121202017 OW21/2017 this No 1 I� I� 1222/2017 lm� Yes No gt� WA �s Approved I9.d! � Varied Revision 2017 �g 8 I TMrms•Tru Corporation Cobpwy: Exterior Doors BubCaMgory: $wlrlgilg ExtedorpoorAlanmblies Cwrg4Mnce Meatotl: Car ricaawr Mark w L*ft e. &quot;Son-I&SMr&quok and equd;Bactiimark by Thermo-TnAquot Elf�Lg Ii� validated By Rick Wright National Accreditation& RyanJ, Kkg, P.E. (419) 2WI740 Management Institute (813) 787-MS I'IdnaQinvbklScoMtdtanp. own SM and 8/0 Opaque and Glazed Fiberglass Door wfth 121312021 and without SWORN. Inswing and ouhwig 20 Rft Bak Yid l 122012017 091212017 AnwovedforlW for No Yes Bit Ace artanh Y 12222017 No l Approved WA � V3 1� D parr `v �„� O L O M O CZ O '� v �A11�� (D W U) W L �a VJ '^ � U) O � `}a V ) /a� CU > O L /1 y..L Q f. 7herma-Tru.Fiber-Cassic and Stno ar Nominal ;0&quof artmpad&quot; Opaque 12J3112MO No Yes No WA Composite Edge Fiberglass Single Dow navin tsW :X dons ration) 6 L ThermaTru Fiber -Classic and:3modh-Star Nominal WAS;0&quolNon-Impact&quoit Opaque 12/312021 No Yes No WA Composite Etlge Flbergis; Single Dow QominallSM9:8&quol;Nong 9 I. lhenna-Tru Fber-CIas3lc act Smooth -Star Nominei 68,p39;88qudNon-Imped&quOt: Glazed 12312020 No Yes Na WA Composite Edge. Fiberglass Single Dow nwAn sw1 CI 9 n8: X lmion) 9 I. ThemaTru Fber•Classic and Smooth -Star Nominal 6&iA9;8 &quolNon-Impart&qud: Glazed 12/312027 No Yes No WA Composite Edge Fiberglass Single Dow PA swl ; 4 core uro Pit. oI;Noh lmp4c 14 n. Therms-Tru Flbar•Classlc and Smooth -Slat Nominal to Edge ibex Jon-Impact&qugl; Glazed 12/312020 No Yes No WA Composite Edge FlDe=1 single Dow nswingKAttsW ; X canfl ere• u ss c a.: m om nit er ; co- m o , e a 9u Composite Edge Fiberglass Single Dow X comlguraBOn) question)pnswing/Olrtswing; Florida Department of Business & Professional Regulation Page I w I Florida Department of Business & Professional Regulation Papa 1 a I Florida Department of Business & Professional Regulation Page+ or, Florida Departs ent of Business & Professional Regulation Page, sir l Building Codes and Standards VSmle Building Codes and Standards ++"+a Building Codes and Standards +ISml$ Budding Codes and Standards 115=18 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detall Product Approval Application Deta111 z fL#15=4t4 sea &"Myci; go tam Cat,PKMNM gm sal Eft or 21M lam Dom-Cemara no Saga Eowor >1sm Rik Dishe plants, no F1.219332,11141 saalm EatlhLair Brit 2dat Data pausm gore ltat Version Waum9mor canted gnaw~ a Lids Yam ffy. Yard lmkwwd FACApproond Ame,"d 32mM lint Voted- maauBmlMt &.Lmmu v.eeaba av )tom Submitted FecApprov* As anomd §tam lyre Ymlm mrsiguilarium a Lk� velwba av Ysubmaw FING Am[mul Aatam.a sttlaa mm YemIm mrsaftstralat &Mmithd tip Atlna7y it own Re rielwt 2017 Mt Wlaedop; and Doors Bross SMngor Lure Robert Loma Sewn M. Uridr, FIE 081132W 7 08M I2017 081162017 10/102017 Approved Review 2017 MI Windom; and Doom &ere smhow Luis Roberto Lome; Shaven M. Urkh, PE 08/13=17 081112017 MISM17 10/10=17 Apprmrod Revision 2017 MI Windom and Doves BrentSipNper Luis Roberto Lomas Stevan M. Urkh, PE 08N32017 08/112017 08/152a17 10/10M017 Approved Ravhich 2017 MI Windows and Doom Scant Slinger Luis Roberto Lorna; Sawn M. Urich, PE OSM 32017 081112017 081IS2017 iO.MD2017 Appeared CaMgary; Exterior Doom (717) 38533DO PE-02514 (717) 317.84M4 Cebewy: Exterior Doom (7m 3553300 PE82614 (717) 317-8464 Category: Exterior Doom (717) 365.13M PE•62514 (717) 31741454 Category: Exterior Dom (717) 366331310 PE 80514 (717) 317-MU SubCWgory: 811:11% Exterior Door Assambrim bshlingeremkvd.00m Subcategory: Sitting Exterior DWAssembliN boUrtgeOMW.cem .SubcWgory: Salina ExWW DowAesemblies bsaieg"miahl.0om SublGaMpory: Sliding Exterior DoorAloamblles bsMngerirnmwd.owa ComplMnm ill~ Evaluation Report from e Catoplbnca Metltod: Evaluaton Report from a Complbatoe Matird: Evaluation Report hem e Complance Method: Ewluation Raped from a Florida Reigh end ArchBed w a Licensed Florida Fiorwa Rapbtemd AmhRed or a Umsed Florida Florida Registered Architect w a Licensed Florida Florida Registered ArrhiMd or a Licensed Florida Professional Engineer Professional Enginew Pm fitselonal Engineer Prclewhimi Engineer 6linazaizmam Gautilits, Agglutinate Approved to, Wit At>ortmad.11r Wa Wag psalm Guesa:dlysmm Approved for Use AparoseadfacUses based RWE 29WIgLAURMM Acromalred,for Lima Atmrorad fertbs remark BMim Amwoved for Wit Approad Per Use, IWI)M BBma ANA Prods t Model. Narrator w Name product DOWJIDUM 20 In HVHZ 2ailwo Ill l PJaaalln El1E m Contract Explinsdon Dato IB.fllllS Oubskle, Rnhft t pm m Esa.! Product Mufti. Number w Nanr KEN Ii 1'[nMas Eedf Pleduetmpm.NumbwwNme Pooduck Doecdodan conbad EXDIMUM pas 1n.ItDII Oultsids, HVHZ ! Ptaelat 3 SERIES 42D ALUMINUM SGD REINFORCED SERIES 42DALUMMUM SGD REINFORCED OXO 12131/20+8 146314&quolX86&quot; No Yes No WA 4 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM $GO REINFORCED OX, 121312018 XO, XX 9884luotx98&qu01; No Yea No WA 1 SERIES 420 ALUMINUM SGD SERIES 420ALUMINUM SGD 0X0 12J•412018 1453/48quo1;x80&qu0l; NON -REINFORCED No Yes No WA 2 SERIES 420ALUMINUM $Go SERIES 420 ALUMINUM SGD OX. XO, XX 12/31/2018 1181lquotx80&gatot: NON -REINFORCED No Y" No WA Florida Department of Business & Professional Regulation Pep+ w 1 Florida Department of Business & Professional Regulation Page 1 e l Florida Deparlinerrt of Business & Professional Regulation Paps i w 1 Florida Department of Business & Professional Regulation Pale, M, Building Codes and Standards 115m18 Building Codes and Standards +/5mte Building Codes and Standards s sola Building Codes and Standards 1 ureic Product Approval Application Detail Product Approval Application Detail Product Approval Applcation Detail Product Approval Application Detall I Oft EndlasAr 21011; 21111t Bata,.EetBoa 20 14sherts11E 221111 Small or Data 2111 Dow Pandbr 21k m SS3 Stage Enthar or 291 2111 Deal pendwA Bate fLOM4129 S90 ErAft or gist Pate DOW pywmm 20 mm ymim itheoubactsone, Ballad EDa1mor31.1cohmso Validated 0, validated &lam" FW Asseraveld Asumaytall Am& 1ma Veal- Manaftchme, Erudn— A.traas v■oddeltBy ywwod Submitted FBC A,,rvd Aaalg-cl &resat lame yanica &nam9t E,,k—A Lice validateder validated Submitted FWA-royad Apr,,d vote tfmufeahmt contact Enahmaa&!loon.. VGPAMWBy yJlkMWd Submitted LBCAporoval Appronadffia4a Revision 2017 Cbpay Building Products Company Categoryr: Exterior Doom Mad WWeabrlew IedsnbkTesting Servkas NA, Gary Pixehlor (513) T104M Inc (513) 61"We 11202017 06/102017 12/082017 Approved Revision 2D17 Clopay, Building Products Company cateaa+y: Exterior Doom Matt Waster0ew Imertek Tesag Services NA, Gary PNshior (513) 770-SM Inc. (613) 519Eb88 11292017 081102017 12/052017 Approved Revision 2017 MI Windows and Down der Sham SBarg i, Luis Roberto Lonna; Steven M. Uddn, PE 7) -826+4 (717) 17-0464 0811=017 0811112017 08/15=17 10/1W2017 Approval Revision 2017 PGT Industries Call": F_xderbr Doom ocean Ruerk MMmFDade SCCO - CER MI orriZe a SCCO- VAL (941) 488-0100 (786)31&2690 12202017 112812017 1226=17 Approved � subCategory: Sectional Exterior Door Assemblles mewatmflold@dopay.eorn Sectional SubCiSectional Exterior Door Aeanmbllss mvessivllewcalopsy.eom ubCasagory: Slwkg Exterior Data Assemblies Subcategory: beBNrgeeQmhvd.eorn eubCabpory: SlMBng Exterior OowAmombass droadrilitipgtlndlxdrisa.00m Compliance Iaetluod: Codification Mark or Listing Campaelmce Method; Codification Mork or LMeng CompiWv Metlwd: Evaluation Report from a Compliment, Method: Carbonation Mark or Listing $OJIV9. Florida Registered ArNbd or a Licensed Florida Professional Erglmer FLOM4tn Product, aLadw Approved for ties Aporowd for Ilw b= Down Aooroved for maw psalm 91 tart gtllm Cz s�1 37 037 WW6-09 PAN-2F161; 84A, 94. 73, 75. 1Silo, 190, 76, 76V, 4RST, 41118F, SRST, SRSF, 2RST, 48, 42, 55, 466, 42B, 53%GD66, GDMSV, GRSS, GRSSV, AR5%AR%V, Suit Pm (min, 28ll SIng*Cw (up to 9'0• m1s) 66I212C28 WANDCODE8M174; We Games Door ILLtOdiZ No Yea L No f +30 PSFI32 PSF Ill 53 Product Medel. Member ce Mtem. 053 V615-18 PAN-2F163: 84A, 94, 73, 75,1600.190, 4RST, 4RSF, BRST, BRSF, 40, 42, 55, 48a, 428, 558, GDSS, GDBSV, GRSS, GR53V, ARMS, AR5SV, E05S, EDSSV 2 Steel Pan (min. 269s,) Double4m (0'2' 1016'0' 06212028 miss) WINDCODE&i174; WS Garage Dow Ill1BAdi 40YWatm No Yes I No P�wnum +30 PSFI.30 PSF IIgg,E 5 Proaam Model. Nmnbsrw Rover SERIES 420 ALUMINUM SGD REINFORCED Produd Daned*Mn SERIES 420 ALUMINUM SGO REINFORCED XXX 12/3112018 In N,rNz No Resistant Yes No omim leffieffin, WA 1111a 10 Prdluet Model. Number w N— 3GO4570 (Large Missile knpad) Vinyl setting Glass Door 04114=1 ID.FOtlZ Outahk HyHz Yea Yes Role Yes Pnuue WA EDSS, EDSSV 143aqud;x98&qu0k O Florida Department of Business & Professional Regulation pap i of 2 Florida Depertrnent of Business & Professional Regulation Building Codes and Standards pass +wl IFam18 Building Codes and Standards Product A roval Approval Application Detail 12/12/2018 Florida DepaMlerd of Business & Professional Regulation Building Codes and Standards pa9s1w1 1nm1e Florida Pa news &Professional Regulation Building Codes and Standards Paps+wl +/S2ote Product Approval Application Detail Product Approval Application Detall Product Approval Application Dateli cu so "15rJt7 Cede llrpt 2219. Mmuhcturer, Entlty or. Contact Egglneer&License Validated By Validated aSidaLiftsd FBC A -din, Qg(t brut Date Approval jjgtq, Aooroved i7. :3 22ft mm Ymmn liamdsamIX Endly Of Contact EnalksearAlUcame, VtNdlbd By M tam DatePm9aa yalitlabd submitted ffisAMaaYY gam AQ0roved allow Revision 2017 MI Wflndows and Doors Category: Windows Brent Stanger American Archtedumt Sloven M. Udch, PE (717)366-33DO Mantradumm Association (717)317-8454 12292017 12/132017 011082016 Approved Salt LM ICmlm Maguillarjugu EId w W SmtffiS Embw&Lkefte Vabdatod.By III gum YlQIw�A E1&MOffi Bess pmuNrw lam FBC AssaravolAa86Gld Ams 220 Mark Ym1m idmuhthlmt EOtiN contod Epahistari[Jloorm VNMebed Br 20 21111 Imm.Ea NNM Rik �M ROVWM 2017 CURRIES OWblon of AADG. Inc Qalsom: ENodw Doors Dedla Dave UL LLC Ted asman, PE (641)494-2844 (305)808I707 11130MO17 1026=17 121052017 Approved Subcategory: Single Hung Cam phones Method:'Cerllficatlm Mark or Usting bsg1inger0tit d.com Revision 2017 Clop sy Building Products Company Cstogl Exterior Doors Mark Weshamew Imedak TOWUSSNicea NA, Gary Pfuohler (513)770G082 Ma (513)51"WO I I2B2017 01111g.2017 12M&2017 Approved Revision 21117 Clopay Building Dom Company Cabpory: enter Ooote M13)770 V Inlehtek Teetlnp Sslvkca NA, ivy PAashbr 6 )Inc. (b13)6196568 1129/2017 08/102017 -12/0612017 AppeOved m � SubOsse": Exdubr Door Components Coa+plbmre Method: CerlMcatdon Mark or Listing deve.dedloCs abloy.w m ,. . - fLifid8s-172 Protlueta '.'� ' ': � ;, y � _ - ,.` c - - ... _" f. .. .i . _ _ subCdagory: Sectional Exterior Door Assemblies Compltenes Metlrd: Cemfkatlon Mark or LhBng rriweoMdleMQdoWY.com subCasayory rAeeemblbs tbampaormw Lpanp Method. Certl8r4tim or narestedbldQabpeyaom FW16374t7 Premeds Oue11NAssurance Aeorovad fnr.Us A Seri Product Model. Number or Name PraducYDeacnouon Comrmct Exolrstlon Date In HYHZ Dulside HVHZ OutsideHVHZ Rasishnt Resistant Proeetum pressure Effit QuallbC. B➢BI�EamIMYm.� Aaaty"dfor Um ADIMM"d.for Use 1,IPJM. Oubift HVHZ lot Itsa.dant Doolon Plfuum Ilmd PrwWdModel. NembarorNver Quality Assurmn P Apwoil tur Use Aporwod In HVHZ for that tgpgd i Balm for-ouR Ima11 ProriolMeeW.NumbrrorNam. 9mft Aemonso EroductDmadMlm CoobastEmiDam.tae Approved for Use Approved for Uaa InNAa Blmidv011S boom ! posim Blue 2 105SH 5204 Firtflange Frame lCd$G Single Hung 10/09/2018 No. Yes No +60/-60 1 807,707,727, 747. and$47 Single and Palm ofDianeFlush, Glazed, and Lowered single and pairs of 12/'31=6 hollow meal daors. Yea Yes Yes WA 86 085 YM49 PAW2F183: 75, 76,8M, 91, 42, 48, 42a, 4BB, 4RST, SRST, GDSS, ORBS, ARSE, EDSS Steel Pan (rem. 2M pa.)SIngM-Car (up 109'0'wide) 951212028 WINDCODE&f174; WS Garage Door No Yee No +38 PSF1412 PSF 102 102 W8.16 PAN-2F763:73,75,84A, 94, 42, 48,425,48S, 4RST, ORST, Goss, GM. ARSS, EDSS Seel Pon(min. 25 ga.) Double-Car(W2'to te'2' 05/212028 wise) WINDCODE&3174; We Gaspe Dow No Yea No +37 PSFI-41 PSF U) O Florida Department of 13USness & ProfessionalegU a On Page 1 Of 1 C^D, Florida Department of Business &Professional Regulation Building Codes and Standards Pape 1 a t 1/Sale Florida Department of Business &Professional Regulation Building Codes and Standards Pap., d 1 1 s2o1e Florida DepaMleM Of Business &Professional Regulation Building Codes and Standards Pegs 1 w t VS419% Building Codes and Standards Product Approval Application Detail 12/1212018 W Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Cotle lyya Version Manufacturer Entlty sir Contact Validated By pore, 211 Date Pendlne Validated Submitted FBC Am-1 Aooroved Sfahes f AHae—Stan RA239JUS Ie9dt mm Version Minuboum EotlhLa contact EnalmtlL&,f.1conese Vafidabd By Ilam am No V dMsw &IlbmWAd lW.AMArAM Bat Age Stabs 92ft MUIR van& Manufacturer Eraev w Conrad finsonewor &JAwmas VaiMated By 20 20 Data Paftdim I @@loft l $LlbmWAd ;red ADWW49 no APIalgaf own 13d! Type youralish t1lmilablDf< Ermw w Eradnew & lUmmoo validated By Bess lam Yalidalad Submitted Dab pondirso 4am FIIQ AOKWUVAI ANarmad two Rev%ion 2017 MI Windows aid Doors Category: Wend— Brent Stanger American Architectural Levan M. Udch, PE (717) 365.3300 Maadactumm Association (717) 317-8454 01212018 01A 3n018 U1222018 App cued Revhlcn 2017 MI Windom and Doom Category: Windom Brent Saingw Amerkxn Artliiausual steven M. Udch, PE (717) 365-M Manufadurem Association (/17) 317.84M 121312017 12/312017 0IM412018 Approved Revhiax 2017 POT Industries Ca6lpaAy: Windom Dean Runk MismWade BCCO-CER 1JbmH)ads BCCO-VAL (941) 488-0100 (786) 315-2590 122=017 12/0812017 12262017 Approved Rovlaion 2017 For Industries Caea9ohy: Windows Dean Ruahk Mlarn4Dads BCCO-CE'R Mmm4Dsde WOO-VAL (841) 488-0100 (706) 315-2590 12202017 12/ami7 1225M17 Approved Subcategory: Horizontal Slider Compliance Method: Cedification teak w Listing bsgaregerilitahcd.com O Subcategory: Fixed Campana Maeied: C4.VAM fin Mark or Llsag bgU qp @mAvd.cam BtmCateaory: Flood Compaance MMlmd: Codification Mark of Us" dmadr@pptlnWmpbe.cam SubCallogentri Single Hung Maard: Cerificallon Mark or Lkanp druvk✓at>gfiMlleirleO.Corrm FL#L63611ffi Products Sea i Product Model. Number or Name 9 WlNAsaurmnce Product Description Contract Exolratioa Dab Aooroved for Use Aooroved(,,Usa Jp YiVH2 Outside HVHZ Ilgg$at Resistant Deal - Pressure 22" PrpMaciMwMl.NrelrrwNspr gl umm PioductOfterloWn Ashamed for Ysa Approved ter taw In HVHZ Qra dd.HVHZ Igy t $gymm B#!mD Pmaun Ila.i Crmkwttt 4rktm Contract Elphadw Dab Ampoules WUse Approved nor Uca In HVHZ BldudalEmi: l2Pld pm tit d 2lNm emum fall Product Model.NumbsrwMom Guests ea[rm9a E Stee ApprovedforUw Approved In HVHZ OutMe.HYHZ for we jsggd ffaaiebmt !gym promn 1 HS 188 Fin and Flange Frame 73x62 insulated Glass D2/162019 No Yes No +55A55 cz 1 185 PW 73 x 721rreubted Glass 04AKMIS No Yes No +W/.W 9 P1111-6520 (Loge MWae Impact) Vinyl Famtl Window 0002020 Yea Yes Yes WA 7 SH-6500 (Large Moore Impact) Vinyl Skew Hung WkKbw 071302= Yes Yes Yes WA C O L V Florida Depaftntend of Business & Professional Regulation P.P I w+ Florida Depgrtrnsnt of Business & Professional Regulation) Papa 1 d, Florida Department of Business & Professional Regulation Pape 1 w 1 Florida Department of Business & Professional Regulation pegs t w 1 Building Codes and Standards Product Approval Application Detail 115=18 BUildmg Codes and Standards Product Approval Application Detail 115=141 Building Codes and Standards Product Approval Application Detail 116018 Building Codes and Standards Product Approval Application Detall +15201e FIL0764041M F r.a:+,+ FLOM41t11 FLafl3192JiM LU d?lde znft or Blur tam Dab Pemeua 211a Soda EDYbL+g 2da gate Dab paoOoa 2MA Biala EntW sir gam &Oa Dab P o0lm gam .220 Erdlht u 201 Bala Dab penalties Pole 2 mm ymma R"Man 2017 man Theme-Tm Corporation Categwy: Exterlorpoom Closed EDaYuaL&Idrmw VdkMdBy Rick Wright Lyndon F. Schmidt P.E. Ryan J. Kest, P.E. (419) 298.1740 PE 43409 (613) 767.660 VWkhftd Etimatad FIBOAoamtd 1g118=7 1gr111 11817 1011=017 Anp<mBd 12/122017 AM& Appfolnad LM ylWdt Revision 2017 lMaDulamlmL MI Windows and Doom Category: Windom Iimm9f EDainual, &LJ nN Vaudatd9, Bross ngar SlaLuis R Lomas, PE SWmn M. Udall, PE (717) 365330D PEA2514 (7iT) 377.8454 VIkhftd Submitted E&AtabrarY 101=017 10/16017 102&2017 A,,,-,d 12/12=17 amp& Approved Erna ylmlm Revision 2017 Mmubdu PGT Industries; Category: Windows, c9mad EDgimet&LIcanse, Validated by Dean Ruadt Mhati-Dade SCCO -CER MMmFDads SCCO- VAL (g41)48g-0100 (988) 816.2690 Yaftlamd Submitted 12/0512017 111t6r2017 1 Aaramted 12/092017 A A Approved mm yltelm Revisions on 2017 lmnuh w JarmHandle Building Products, Ina Category: Panel Woes Stmmal Eoahm611rams widened a, Pun stemg Zhu Ronald 1. Crease John Southard, P.E. (tq8) 3494927 PE-24121 (362) 987.25� Vaud! ENhmltled FlIC Atserroyall 08/262017 08/09=17 0828M17 Autumud 101102017 &tags rove Appd � Q SubCobgpry: aMngig Exterior Door Aacaemblles mkkw®nWwgcerrultent. SubCobgalr: Mutiions baMnger®miwd.cwn auhCalogadY: Muawro duuark,)>fpptlMerhiss.mrri eubCabgory: Swig pingeltongshu�Ivatoeher Compliance Method: EvekrBon Report thorn a Florida RepNMmdArdeesd w a License l Florida own Compliance Ma0m - : Evaluation Report Imes a Fktnda Regretemd ArMMed ova Lkansed Florida Compliance IleUeoet: Ceetlficetlorn Mark or Liswg CampNrece Method. Evaluation Repoli from a Florida Registered Arde&ed or a Licensed Florida h.cem z Professional Engineer ProteasMel Enphrw Ha12814t1+ Product ;ire.! aamat Aaanmme ADmoed for Uaa Approved Yes 2WIW.flmi for treat 119@sal Hsammm pan PJ la4 Profeasbnat Enghecar , Q J 22LI ProduantMedal. Memherw Name g g(� Anoroval for Uee ,MVFQ )� 2BIm E4a,1! Product Mod*. Number w Moms QeuabrAnumnce Approved for Uca A mpg Ifi� Balms 1 MuBeneflwAll Doom andVWldows Aluminum Mulawr 05126I2021 Yes Yea Yas NIA E AO°�'�t Use Q.• 1 a, 8quotFberCissewBquat aquatsmodhSMr&quok, 68e39;8 aquoklmpod&qulob Glued Fiberglass 12131=1 No Yes Yes WA 2 5764 Vertical Akammum Muaon 12131=18 No Yes Yes WA 1 Cempw* Lap Siring stew-comehd Mp swing 12r31202g YN Yes WA WA &quakCMsak>CraB&ouw; w &pOl,'ClasswCfdt Single Dow - or) Inawmg or Oubas" Configuration Ruededqu0t South Crams SHEET NO, PA 1.1 — F1Fn#t3i924tS Florida Department of Business & Professional Regulation eg Building Codes and Standards Product Approval Application Detail F �., a f 11=18 Florida Department of Business & Probational Regulation Building Codes and Standards Product Approval Application Detail Few t a i imaom FloridaFbritia DepaftRlem Di BUSill�s &Professional Regulation Building Codes and Standards Product Approval Application Detail Peae 1 a 1 41m+s Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Paw 1 a, 115=18 _ � (� >O -4-4 L W ]... — O O � CU 0 v, � U) ' ; c V 0 L L O % O Ire ©_ 00 O `4--0 ''a.-- �. ^ Co ^0 . v, E w Cn 2 0 .� Vl _~ ICU " C*& slift n 20 Jm OVA pending 20 im version Mncoated erA& L& Llearms '(9110OM Validated Alagglail9 PBCAoeoval A—twed Awn PAIAS on 2017 James Hardls Butiding Products, Mc. Pingshsng Zhu Ronald I.Ogaws John Southold, P.E. 0826M017 08MM017 08282017 10(102017 Approved Category: Panel Walla (909) 346-= PE-24121 (352) 307-2528 Subcategory: Seeing pingsttengsbullso r sehar companies Modod:Evaluation Repoli from a dle.ccen Florlda Raglebndeor or a Licensed Fldkia Professlenel ErgFar R1t9192R6Produati $EeA PrprkclMateL Number NomaQuoll Assume— Approved for Uss Agorayod few Use Imacat guten IaF�li Rest Pressure 2 HarlisPlonk Lap Siding fiber -come d lap aiding 12131202D Yes Ya WA WA 229E En tf-on .20 20 Date .2 LM F a VL4ddod By Vamdmw Submkbd FISCAooroval Acierand ¢Ng Revision 2017 MI 1Mndowa and floors event SOnger Luis R Lomas, PE Steven M. Urfoh, PE 1023f2017 70H82017 f01282017 12M212017 Approved Category: windows (717) 36633W PE-=14 (717) 317.8464 ry: MldkmE bsMnger�mMg.cotn Compliance Campkanea Mathod:Evebatbn Report RepoRe Florida Registered Architect or aLicensed Florlda Professional Engineer Adnroved for Use Amen ProftaModd.NunbermNam In OyteA 1 PPANAM 2 6764 VerticN iYuminum Marron 12131=18 No Yes Yes WA FLMa9Ai11 226 Enft or 10 10 DRMPendiffl ate. mm Vaal 8nmwwfadmmr 22nuwt EnalmeraLbanso Validated By Awn Revision 2017 PGT bdusbks Dan Ruam Mbmi-Dede BCCO -CER Mtemi-Dodo BCCO - VAL 12/05=17 11/152017 1210812017 Approved Cabypy: Wlndoan (941)486-0100 (788) 315-26W Subcategory: Muaens druark®p2t9rduaMa.com Compliance, Certification Mark FLAIN11 411 Products Am�!HVHZ Approy" My Z lntmat !holm rossure � Madill. Number or Procitud U�rhtion Contract atlon Oafs InHVHZaulaw NVNZ R Yes pQuality , MutlbaforAtlDoorsandWindows AluminumMuaprn 051282021 Yes Yes Yea WA FlJH91924i5 226 Entity or QEb Raid Dm p"m Ra Tv- Version EnoeroraLloonao Validated Subm FSC Approlml ADWOWA AMR Revision 2017 James Hetdle Building Products, Inc. PWQWM g Zhu Ronald I.Ogaws John Southard, P.E. 0812&2017 08N912017 OSM017 1011012017 Approved Cabgary: Panel Yvaes (gee) 349.2927 PE-24121 (362) 367-2526 Siding pbgNnngJdatt�)emeeher Compliance Moved: Evaluation a ReporRiess d Fl n db.mm Floridadda RegisteredArchpr a Llceraeed Flodtla ProfeabnelEngineer FLa191ss as, Preducle Assuramna Approved far ties At" PmdLmtModoLNwydw"Norne Produee0aedadon Anublift lw lrsgact gedm IBlllRli PJaelllrs t Compkmk Lap Skhp War-cemnt lap adding 12/31Y1020 Yes Yes WA WA L# 4 Florida Department of Business & Professional Regulation Building Codes and Standards Paw + a I 11=16 Florida Department of Business & Professional Regulation Building Codes and Standards Pew i al 11=18 Florida Department of Business & Professional Regulation Building Codes and Standards Page + e 1 1mrm16 Florida Department of Business & Professional Regulation Building Codes and Standards Paw 1 e 1 11=18 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail E11137 .� awAhr r Jhte 20 Dab Pending 1�1E2Li:BT COOEnrsr orgd s 20 f6P148itJ3a Goes, Enthy a Dole got Oft Pending 21M FlJ)/atal-Roo 51.9E saw gat 2e6S DW Pendna [fig mm Marlton ltemtacana 2mmt Em Validated a, Validated Submitted FWA�al Approved Ron MOM Valium Alifigusilaw 22ntaat Emlmour& Ucwm V#JkMday dtao9atelt Alilia$Yd f@St.Apa[mrst SWK Igpg version momrbcbm 2omsat Eabesr&Llunr Validated By yglidated Sulontbod FIND Aoaroval ApMslfad $Yea: IYm Ymten Manuftchumir 222M21 EOohact.A.Lttanm v,8labd Be ggliddad Aldlrsltted P192.AtmcMrsl A2proYffi AteYa Revision 2D17 Jame Hangs Bukft Products, Inc. Category: Panel Wstb SubCMagoryl Sidling Complsnca Moaned: Evaluation RAWfrom a Pingsheng Zhu Ronald L Ogawa John Southard, P.E. (900 349-M7 PE-24121 (302) 387.2528 pingebeng zhuaclemshor dlemm 081252g17 0810WM17 08282017 10/102017 Approved Revision 2017 Atewe Category: Panel Walls SubCalego y: Soft Compliance Metlred: Evaluation, Report from a Nick Thompson Lyndon F. ScNrddl, P.E. Ryan J. Kig, P.E. (33g) 9224M PE43409 (813) 7674555 ndwmpeonilliabkle.com 10N42g17 101W=17 10/112017 12(122017 Approved Revision. 2017 Alskb Concert Panel Wade S y ubCabery:Somte Compliance Fetlred: C-velatiora Report Inm a Nick Thompson Lyndon F. Schmidt idt P.E. Ryan J. King, P.E. (330) 922.2389 PE43409 (813) 707.6655 nthompaarrl.aiside.cem 10/0412017 1010=17 111MI/M17 lvl 2077 Approved Revision 2017 GAF Catch Rooting SubCabgory:.AspaR Shingles CprnplbnuMsthod: Evaluation Reportbpn e MWMI Sdeh Robert Nismben John W. Knezevloh, PE (800) 788-3411 PE-WI66 (954) 772-MA matlehQgofcorn 09WAN)17 091202017 09282017 121122017 Approved Florida R99WWW Aemhdedor a Licensed Fldlds Florida Registered Architect or Licensed Florida Florida Registered Architect or a Licensed Fiords Fonds Registered Architect or a Licensed Fonda Professional Engineer Professional Engineer Professional Engineer Professional Erglneer $e4A PredudMedN. NprMerpr Nam QuaM An Angrovedfortlee Approved for use In XY MI outside HY1Q kvmd t YYOE Doolon pressu@ $043 P tip. Number(r Mom 2HdkA2EmNm. Contract Excitation Deb Approved for Use A.1Qilbe in NVNZ Oublde slaw NYfR Resistant past" Pressure MA Prodeet Model. Number or Nara cousins Assumunce Product Deartetlon CaWea lxulrtlbn Dab Aaprovgdfarlho approyedforlw In outside !PJ@aci Re.rtem Ihdm pressure ¢gg/ Produt Model NunewrM NuM ProdwlOeeedWforr CONnMEadraaon AgwovedforUse ApproyedfprUa fob in y OWNtlaNVN2 NEW ) lhacm Prwrua 2 HardlePNnk Lop SkOng tiber<emd hp siring 12011=0 Yes Yes WA WA 1 a. 8.quof;2r&quot SM Vent or Solid Vinyl Sadist 121312020 No Yes No WA 2 b. liquo;lVence T4&quot; Soffit Vent or Sold Vinyl Soft 121312020 NO Yes No WA 1 GAF Asphalt Roof Shingles Fiberglass reinforced 34ab, lombated, bob and 10202018 NO Yes WA NIA hokidge asphad shingles Flodds Departinent of Business & Professional Regulation pep, art Building Codes and Standards Into% Florida Departinnent of Business & Professional Regulation Paw t at Building Codes and Standards Imate Florida Deparrfirnent of Business & Professional Regulation P.P 1 a 1 Building Codes and Standards Im1J01S Florida Department of Business & Professional Regulation Pane 1 a 1 Building Codes and Standards 113018 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application petal FL1123211M Rails IYm YM79m am Insist or contest Enmlbw&Lkwu Validated By 21K 21M Oft Pandna Validated Submitted del ADWWat Pat Aid two FW891114till Cog in MMat2D Manufacturer Badly W G tc Enalromr&Lbom Validated By gift go VadeaM gubmNtod DoosPordina 29t FSCAncroval AB4BYld loft F191a,84til 226 11M vffiEI4n SYQg*klursC Battle or Contact tomigmaLkffi Validated By 2im 20 RAW popmom validated Sub no And awa ", 69l$.R2 2992 mm version Momilactu Boast or Gonda Eamoar&Lhsna VatMatwev go 20 V9Submillsed Dm Pandina Rik FBC Approval And am - Cn Revision 2017 TAMKO Building Products, Inc. Category: Roo9n0 Kam Eden Zachary R. PrIed Locke Bowden (417) 824.06M PE-74021 (334) 300-i800 10/Ie2017 1010612077 td/P02017 121122017 Approved Revision 2017 L.V. Thompson, Ina dins Thompson Arohftedtal Metals Company (TAMCO) Tony Ch has n Zachary R. Prba Locke Bowden (813) 24&3456 PE-74021 (334) 300-1800 10N02017 10M02017 101172017 12/122017 Approved Revision 2017 L.V. Thompson, Inc- doe Thompson Architectural Metals Company (TAMCO) Tony Christman Zachary R PrIW Locke Bowden (813) 248,468 PE-74021 (334) 300-1800 1000/2017 10/10/2017 10/1712017 121122017 Approved Revision 2017 LV. Thompson, Im dbo Thompson Arohlectural Metals Company (TAMCO) Tony Chdates. Zachary R. Pdost Looks Bowden (813) 248-3456 PE-74M (334) 300-1800 10110=17 10/102017 I OM72017 121122017 Approved subcategory: Merlaymenla kerrLadenatamko.com Category: Rooting tonyagometakoo8ng.com Category: Roofing tonyacgomotekodrili Category: Roofing tenyQportetekoo8ng.com Completes Method: Evaluation Report tram a SubCobgpry: Rooting Aocasorbs that are an BubCaeagory: RooMg Acaasprles that are an SubCsbgory: Reading Accessories that are an Florida Registered ArcteEad or a Licensed Florida Professional Engineer hdagrel Pad of the Roofing System Compleeee Method: Evaluation Report from a Integral Part of the Roofing System Complamoo Msthud: Evaluation Report from a "reel Part of the Roofing System Compliance, Method: Evaluation Report from a FkMda Architect or Licensed Florida Florida lted or a Licensed Florida Florida Registered Amhit d or a Licensed Florida CU FLA4232&M ProductsProfessionnal Engine Professional beer Probational Engineer Approved for Use ifig ad DealerA ra 9 8 Product NAM. Number or Name No. 1S UL AsphaRsembdorgma tlhE 0+/072019 N !n HIMM Yes Yee !loo!aterd NIA Pit WA Ana Protl.d abea.Nuntrr erwm ( gg product Approved Act the Agpved InHIBfZ dEdtlQ, m for Use ho HVHZ SfYYid 2,adm Pressue9 $ac.E GUAM n, Approved for Los Approved for Use In� .HVHZ oaeH1lliZ Presages a" P�lgdrprN aLlIuabaar r P. 9m2n MnmIRI9GIZ ski Baldassari _ pressure (D f TAMCO Flat Top OK -Ridge Vent with Baffle for Tie 26 ga static food w bbrwth agh 08/0g11028 Yes Yes WA WA 2 TAMCO Gooseneck Vent 28 ga. DOMWme No Yes WA +01-52.5 3 TAMCO 0114tkfge Roof Vent with Baffle 28 Be. Hein roof worMator with knagrated be86 0910911 Yes Ya WA N/A Q O Florida Department of Business & Professional Regulation Page 1 a1 Florida Department of Business & Professional Regulation pa eg Building Codes and Standards paps I a1 11=1s Florida Department of Business &Professional Regulation Building Codes and Standards Lase+ a I 1remia Building Codes and Standards Product Approval Application Detail 11712019 Florida Deparhnent of Business &Professional Regulation Building Codes and Standards FaP t a+ 11=18 m Product Approval Application Detail Approval Application ibation Detail Product Approval Application Dealt CIO JProduct Code Fype Vxso entity Canted EdInesrBLceneValidated ev Data to DatePending Validated Submitted FBb Approve Data Approved. Status 2211111 jym Version W Entity Validated env 20 299 Jam Feeding VgtWatad Alm iAm[oval 21M Amtmted am 24a mm vMelon jbialliagaii Enov of EmIlmserA License Validated By Ra Ihb Validated SubndW Deb Pendlnp 20 FBC Anoravel Aboragod Atltia Ravlsnon 2017 Lothar., Inc. Category: Roofing Andrew Getter James L. Buckner, P.E, Steven M. Unch, PE (501)982-6511 PE-31242 (717)3174454 04/0912019 12/18/2017 04/1512018 06/12/2018 Approved code Iva! YtBatm Manufacturer RMIN or 2284d EmlrelL4r Lam! Validated By go 221a v gSubmittod Ra PRO Aseuraval Ancroved ANN Revision 2017 L.V The rpson, Inc. dba Thompson ArchheduM McNb Company (TAMCO) Category: Roofing SubCabaay: Roofing Accessories lint are an Inte2fal Pad of do RoOkg System Tory Christman Zachary R. Priest Lords Bowden (813) 248-UM PE-74021 (334) 300-lWO tonyagonrehkowng.com 10/10=17 10H02017 10/172017 121t212017 Approved Revision 2017 Florida Metal Products Inc. Casagrry; rbeferg - SubCatogory; Rooflruy Accreesmtea mat sn en Integral Port ofthe Roofing System Compliance Method: Evakndon Report tram a Clark Jones James L. Bucker, P.E.0 Wohael John Rbmm, (904) 783-84M CBUCK Engineering P.E. darklmtianrnce,cenen PE31242 (561) 414.7557 10125=17 iQR=17 10272017 12/12=7 Approved Su oCategory: Roofing Accessories that are w Integral Part of the Roofing System Compllanee Method Ewluaton Report from a Florida.Registered Architect or Licensed Honda Pcfa-ionelEngineer acsrteratiomenco,can Revision 2017 Borst Roofing / Momed.RNEe Ca 11901 : Roofing SubCabgoryt Roofing Thee Compliance MMrod: Evaluation Report from e Product Evaluation Entky Thomas Jrmmeh I~ Uniform Evaluation Gary W. Waster (602) 2W2288 Services LLC. (205) 854-0160 tamsslemce8@boml.ao on 101182017 10/00/2017 10/212017 Approved � — Compliance NOW; EvaFAtion Report from a Florida Rsgsetered AraluRed or a Lloanad Florida Professional En~ QUM& Assurance Approvoil for Use Approved IN Use Imosd ggatgg �f68a4t1Pmduda Aaat Florida Registered Architect or a Licensed Flords Professional Engineer Product Model. Number or Nam Ou,ftAssursnce Product „gacgrtallog Contract Expiration A Aggligal Debi IDS out" for Use imacat NVt¢ fts DeaYn Poop SedS + Product Model. Number or Name Deck-AirTM DA-4 s Quality Asurance Product Oeserlotlon Contract F-irolratlon bate Low Profile, Pdypropylene Plastic, Roof Vent 07110t2021 Mechanically Attached to Plyw.opd Deck. A � roved for U. Apmaved for Use - In HVHZ outside HVHZ No Yes 1 moact Resistant No ,. Pros care 9754-97.5. FLM1494UI M$ 27 Product prorlyptJbdsl, Mum6x: or Nam Vigor goo Sba�lBaVlrsme Woken Profile - Denver 10iD41Z018 A2MaXlO,iMJlt4 Approved Ouyya No for bW NyHZ Yes WA l� rs WA AMA eroded NAM. Member ar Name Product Domerhation Confined Exokaftn OEM In WAR ObW§lBit4 EAW&W PJalaka 3 3- FLAMCO&quot;RV10 RIdgsVam&quof Alurranum Ridge Vents for phched roofs fabricated 12131r.= No Yes No WA 4 TAMCO Rowel Top 004"e Vent with Baas for Tim 26 ga, static roe venfiblor with ba81a 09709=26 Yes Yes WA WA from 0.02W Aluminum 0 Florida Department of Business & Professional Regulation Building Codes and Standards papa l a+ I/Mis Florida Department of Business & Professional Regulation Building Codes and Standards Pape 1 a 1 11=18 Florida Department of Business & Professional Regulation Building Codes and Standards page I of 1 1152018 Florida Department of Business & Professional Regulation Building Codes and Standards Pepe 1 a i ,mpole W Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail (D 2s9E EBA4Lar 20 Rik Date Portfolio Jhde Lim version Lurd9tomm CMacOI anabow a LJNMA VWWAAed By Validated Aar FBC Ajamoval Add &Abl p,p 22dE EutlEr9L go 2Y Data Gndim lbtt lhm version am CommErMbw&Lie V&Rddw By Maldafe9 PRO Approval Approrod Ateha FLaTs49.R'H 2E9E EntInLM gaY 1tMLt Dab Plaillise QaY MM version lac+Wkcwrst Clamet Endkwr&Licence Validated By Validated SubmWedFBCADDrovol Amxtbsd Rum 1:Lg11 Sm9e Eltlihsr 21M lit DWa,Ponttlm geY prm y2r0100, 1h04Ilatgrst Stmbat p7ldkwr&Limrga Validated By Validated Submitted FOG Am>rove4 Dim Revtebn 2017 Sobl Rodng I MonbdJfo* Category: Roofing Subcategory: Roofing Tes Thomas Jammed KPM0 Uniform Evaluation Gary W. Walter (em 28P2288 Services I.I.C. (206) 854-0160 tamaalpaaeMboal.co 10/182017 1MMO17 102V2o17 Approved Revision 2017 Bored Rooing I MonbrLleae Category: Rootng Su bCabpory: Roofing Tibor Thames Jerranatt IAPMO Uniform Evaluation Gary W. Walker (602) 259-2265 Services LLC. (205) 854-OIW tllomesJerarred�boreLw 10/1g12017 10AMM17 10212D17 Approved Revision 2017 Boras Rooting / Monbd.deae Comm: : Rooting SubCatepoey: Rooflrg Tiles Thomas Jemmett IAPMO Ungam Evaluation Gary W. soaker (twin 289-2288 Services U.C. (205) 854-0180 tnomae.Jepnnett@bOuleo W11812017 10M)&r2017 f012112D17 Approved Revision 2D17 Bon) Rooting I MoranUfatls Cabgoy: Rooting trubCelspory: Roofing Thee Thorns Jammed LAPMO Unkom Evaluation Gary W, Walker (8oY) 2W2mel Service I.I.C. (205) 8640180 tiwmaaleanettQarel-ce 10/18M17 1010OW17 102112017 Approved O L Compliance Method: EvaNatWn Report from a Product Evaluation En* an t.ounplance Magued: Evaluation Report lroma Product Evaluation Entity m Compiteeeo YeNod:Evaluation Report Trope Product Evaluation aft m ComplWw McMed: Bvaluatlan Report from a Product Evaluation Entity In — FLO78494MI Products FL67889.R11 Produaa FLa/e49A11 Products FLa/a4B4e11 Pnaduab �. $eat Product Resistant Pta , Ala2 Pro®a1 Modal. Number Nam Quoins Pad. rdrackl Anpr'1,HVHZ tagait ! Deafen P-- Asllr Infria oub*kfnm Pr!!WR $slit Product MOM, Number or Naar OABU Aft :14dLL4i.QLid2plm Aoorovedhr Ua Augmented )gam OuteMa dine Island NVH2 Resistant Destan pressure Q 28 VP4 900 Medium ProRb -Lake Weiss, FL 1010412018 No Yes WA WA is Saxony SW Flat Profile -RAW. CA 1G042018 No Yes NM WA 17 $may SM- Country Slate, Hartford also. Shake, Stile, Spit Old English Thatch Flat Probe -Stockton, CA fOM42018 No Yes WA WA 78 exp Sny 900- Country Sion, Shake &amp; Soh Flat Profile-Handmecn, NV 10f0411018 Na Yes WA WA � O L� V/ Florida Departn ent of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Few 1 a, 1/5=16 Florida Depar6nent of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail papa I or t 111112018 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail I%pe I a 1 116=18 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail UAW$ LLi ICU dam, FLar84&Rtt PPlASO$.Ra FLa15D784M CEdE mm Version Revbbn 2017 &Unufaalm Komi Reuling I MoMedJhdo Cebgory: Roofing SubCabgety: Roofing Tea EnAer_or Cogod EDalrox418ams vakbtda,r Tmmina Jamced IAPMO Undoem Evaluation Gary W. Walker (602) 289.2288 Services I.I.C. (205) 864.0160 thomae.jsmmeStEbablm tab Dolis Dab Pending viwdw tadnkhw FINDAmroral 10/1a2017 t0/082017 dhb AintSmCed 102112017 AN& Approved 2zk Tyro Version Revision 2017 Items Bores Roofing / Moded-kete Category: Roofing Subcategory: Roollog Tiles army r Contact Erdd M&Jo� VHdabdBy Thomas Jenmett IAPMO Uniform Evaluation Gary W. Wager (802) lac-228a Services LLC. (205) 854.0160 tame wroa8®bmal.co 20 Dew validated A)a.mholed 10118I2017 10106=17 Dole Pend fhb FIND Amormul Alamysd 10212017 Awn Approved Guest BM vMalon Revision M17 Manufacturer Global Protection Products, LLC. category: Stir ubCatepory: Storm Panels gum or Contest Embm3Llnfe VandMW W Tin Robinson WaberA. TAR Jr., P.E. John W. Knezevkh, PE (954) 889.7546 PE-44187 (954) TJ2fi22d Bm.robinsgn®gpRentcam Daft Recta Debpendnp validated gulumbod EB29mrmed OORX 2017 08131/2017 09/112D17 Approved 12fl272D17 AMR Approved Iym versloa Re won WIT liggYffiIY[ Global protection Pmduds. I.I.C. Cab9orY: Shutters Subcategory: Storm Paceb 22atat PaBheM4Llconx ValidatedBv Tim Robinson Walter A. That Jr., P.E. John W. Knexevch, PE (954) 6g9-7545 PE441B7 (954) 772.8224 tim.robinson®pppenLcam validated Submitted 011*8/2017 0813112017 FINDAmmval AmDrowad 091112017 12M22017 Alma Approved � Z Compliance Mglwd. Eveluatlora Report ham e Product EvolUWdon Entity in Compliance Method: Evaluation Report from a Product Evaluation Entity In GpnpWisnp Malhal: Evaluation; Report from a Fonda Registered Architect or a Licensed Florida Compliance MWtod; Evaluation Report from a Florlde Regili Archited or a Licensed Florida Z F1018411oA11 Product, F1.1171414111 Products Professional Engineer Professional Engineer Q QuAllb,,A9 Aperavedlier LIM AgarcarAd for IMRW Ratio 91WbC89Nrsnac Accounted for use ADc-,d.jorUse ftnow 20im —1 2429 is Saxony 000-COunhy Side, Shake, sole &amp; Spa ProductDoeurl Contract Explodom Oft Fine Profile - Lake Wales, FL 10/042018 g1,kOmZ outside HVNZ No Yes Resistant N/A Poore WA Alai 20 proAatModel. Number at Nom Saxony SOD - Saks Sapp; stow Flat Profia - Lathrop, CA 10100018 Inl9Y.klZ No Roskbat Yes WA PIM WA Affit! Product Model. Nugteor or Moms GUROW Am Product Dsaedpgon Contact R.OINGM Dee Aquae Apamved for UN In outside NVHZ Imps Ras aLf gt dhElm Pillow AMA Product Model. Number or Name QaeoLAn PmCW Doscriodon 2oMradEmAmd n Does Aporovedfortw ARRUMUUft In Claude saissa ,ResyJgffi Deakin Prig EL Shake 1 20 Gage Galvanized Neel Storm PaneWHVHZ Comgalsd Geivenlzed Steel Storm Panels retained 12MI17019 or not by packs to provide hurricane prdedlon. Yes Yes Yes NIA 2 24 Gage Golvanized Steel Storm PanebMHVHZ Corrugated GnMntzed.SW Storm Panels outaknd 12031/2019 or not by trade to provge aricars, protection. No Yss Yea WA Search Cdts& SHEET NO. PA 1.2--- Florida Department of Business & Professional Regulation Page I of Building Codes and Standards 117/2019 Product Approval Application Detail C¢ule Entity or 292 RAIL Data Pending =2 Tie Version Manufacturer Contact Endnnr&License Validated By Validated Submitted FBC Approval Approved status R-Won 2017 A9 American Shutters and Glass Mike Bamlen Frank L. Bi m do, RE Troy Bishop, P.E. 0420/2018 1020/2011 04202018 06/12/2018 Approved Category: Shutters (561) 712-9682 PE-0046549 (954) 947-0880 Subcategory: Storm Panels mikeb@ellamerlcanshutte Compliance Method: Evaluation Report from. rs.com Florida Registered Architect as Licensed Florida Professional Engineer -777777 a Quality Assurance Approved for Use Approved for Use Impact- pesim 8-4 PrpdU Model, Number or Name Product Description C rAr tExohatien Offie In HvHZ Outside HVHZ Resistant, Pressure 1 24ga Galvanized Sted Storm Panels 24ga Galvanized Steel Storm Panels 121312019 Yes Yes Yes N/A Florida Department of Business & Professional Regulation P.ge I d l Building Codes and Standards valmia Product Approval Application Detail 1112111 yarska awn0d FOCApproVal A9groVog am RevMon 2017 rrw sul drq Cmpens its Group Inc. Swart Lewis ICC Evaluation Service, LLC William M. RankK PE MIWX17 09V72D17 0=112017 Approved Canfory: so-paaat Components (847) 910-6473 (407) 661-1917 Subcsishi ry: Trues Pishs ehwis�elpineitw.com Compliance teethed: Evaluation Report from a PL91D10.Ra Products Product Evaluation Entity IKa Product MatsL Non ilm W Hgnn Pmductvswdodm Central gxohwtkm Orb An-od for Use Approved f«1M in,ousde being 21alican Pressure 4 ITW SMAlpine Wave Metal Connector Ptsts 12/312022 Yes Yes WA WA Florida Department of Business & Professional Regulation Pape 1 art Building Codes and Standards 115mis Product Approval Application Detail Pll21974% RM Effift3r go 20 Dar Paedine 21a mm Rlmka Carol wgd9wBy validated Submitted PW8m®W Aural Ama Revision 2017 MITek Industries, Inc. David Wart ICC Evaluation Service, LLC ICC EvakWon Service, 10/12 017 IGIIWM17 illyd 017 Approved Calsganr: Structural Components (314) 861-7480 LLC. subCangory: Truss Few dwerl@rnN.con (205) 5904M Compliance M*", Evaluation Report from a Product Evaluation Entity FLa21874N Produce Quality Assurance Approved for ties Approved for than 1ilatilt Dwain AMA Prodirc49Wal. Randall or Mom Product Vascrilobon In oubm FFVFIZ Pfo$W L4 4 MT20 20 as. trues connector path 01101=3 Yes Yes WA WA Flodde Department of Business & Professional Regulation Pepe 1 a l Building Codes and Standards 116=8 Product Approval Application Detail FLOM74M 94511 Lift or 2dk 21% 21tals Pending Zak mm Version 1IkMdlwitat. Fagkler.:.LWMe vrMrad ay YYWAfm Euttntlka FIND Approval Ammud ANN Revision 2017 Wey*dwmwr Rob BWwln ICC Evaluation Sarvlce, LLC James A Rothman, P.E. 08222017 0=12017 07/03=17 Approved Category: structure! Components (263) U445476 ((108) 839.1344 6ubCarg": Engineered Lumber Roted.Saldwah@wyama Comglan m Ma11 , - Evaluation Report from a euaer.com Product Evaluation En* FJ:F1/274t1 Pnxhmft QUO dmumtM ApprovedU" A tlm 1w t&dan liege Pro LeliatdN.Numbr«Nam. effitct inimia Otftwa HVHZ letwbm Pn1f!>!Q 3 Thiber3aand LSL Lemiehd Strand Lumber 0313irms w Yes WA WA lmmh2 k m F3tiZiiH4 Sft L M Version Monotheism Review 2017 Commercial Concrete ProduW,lna CarPory: Structural Components SubGhgmy: Products Introduced as a Read of New Taithnolopy Compgana Method: Evaluation Report from a Florida Regurrod ArddW or a Licensed Florida Professional Engineer FLA17r44t5 Produela Ems Product Mail. Number or wee i OuaBl Precast or Compsuclal Concrete Products Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail POPidi 1/52018 EEtkcor 2e111 Zak DOsPastllls 21s contact vaRewd By ydlgag Shied FQO.AggnYd AMrm1d Awn Robert Gifts THUY H. HUYNH Jam Hoy 10/14/2017 10/13/2017 10AAMil, 12112/2017 Approved (613)859.3707 PE-00122 (352)58641311 prewsbetor®yahao.cem Approved for Use Agarginadjarthie NNW D"I- Product Description )l 2ulsift HVHZ Resistant Pmwa Praom and Prestressed Concrete Lintels 05/2512024 No Yes WA WA trine tight I)ne v7rsion Manutscww Revlatm 2017 riW Building Components Group Inc. Cats": Structural Components Subcategory: True Pkhe Compliance Modm&. Evaluation Report from a Product Evaluation F.n6b map Product Model- Number or Nam 1 ITW SMAWA Hill Strength (H tamp; S) Florida Department of Business & Professional Regulation Page i a Building Cores and Standards 1/1im Product Approval Application Detail Entity or 20 ME Deft Pawing 2ek Coral fO Chaser i.NtdOM VrAkMW By Y.dWmtpd SubrnR d FWAMMAI Align $ia9LL Stuart Lewis ICC Evaluation Service, LLC WNlsm M. Ranier(, PE 0911NO17 09107r2017 09212017 Approved (847)9184473 (407)081-1017 sbwiscaipfiei6N.con AognM"for Use Amarmrsd for Use IMD&d D"Ian ProdudDeacrisdign 1.HRali Cat" HvHZ Resistant p2 Meal Connector Pisr 12131rim Yes Yes WA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 ofI 1/5r2Ute FLMOY4M Salk EntlhL9r 2e12 21k DabPmalm 2da IyM version Iwnitwhm[ Padaearau- v lrrtse.dw )llSeWil E1ltaoM EEC Ascrovid AM®terl Elden Revision 2017 wrak InduWisa, no, David Wert ICC Evaluation Service, LLC ICC Evaluation Sepia, 1101190117 10/191=7 10012=017 Approved CebMory: SWdurat Components (314)851-74SO LLC. SrbCahpory: Trove Platen dwad9iimg.com (205) 599-MM Compliance Mslhoth Evskrulon ReWfirom a Product Evaluation Emil [ta24974M Pradets Aumroved fin Use Hissat 22M E II41La ProduetMoaLNunber«Mom Product Description Contract ExWmdou Dan InHM OuNds Hi Rabb 05 PJs m 1 MISSHS 18 ga. super high eaanyth trues connector plate 011012o23 Yea Yea WA WA Search critedw Florida Deparbnerit of Business & Professional Regulation Pna 1 cil Blllding Codes and Standards 1I5201a Product Approval Application Detail Ptf21n4M RM Entity or 20 21ik Dab Pawing 21da mm Version ! V&UdRW By vldm w Submitted FOCAmt9yd Agomtea am& Reviston 2017 Wrok Industries, Inc. David Wed ICC Evaluation Service, LLC ICC Evaluation Service, 1011MO17 10/192017 1012=017 Approved Catsit", Structural Components (314) 851d480 LLC. StlCatsgcty: Tnwe PWea dwmtCrnN.am (205) 59948M Compliance Msthed: Evaluation Repot from a Ra21974M Products, Product Evaluation Entity lima Product Upai.Namber«Nara QuelOvAssuramas Product Onarlothas cant2dEKwmftnolb Approved In. for U, Approved tic! outwo lyH2 lmal N Psdm Pressure, 5 Mf20HS 20 ga. high strength roes connector plate 01/012023 Yee Yes NIA NIA Florida Department of Business & Professional Regulation P.P i d 1 Building Codes and Standards 1=18 Product Approval Application Detail RRA Entity or Zak 2914 Data PKWina 299 Mae Version Nwkohm gsnad Enchantlicense validated By V Ikl d 3131htdWd FSOA-,I 13LIm Revel 2017 Weyedueaer Rob Baldwin ICC Ev"tion Service, LLC James A Rothman, P.E. 06/222017 08I2M017 07/032017 Approved ceh8ory: Smcquul Coripornms (253) 924-6476 (608) 839-1344 SubC9bilory: Engineered Lumber Robort.8aldwim®w.Yorms Complisma Method: Evaluation Report from a 611W.com Product Evaluation Entity PLN12r4rs Phediiats Amxoved far Uee Ainrovedf led bEW 2MM aw Product Model. Number«Nara ProductDescription CanhadExpireflonDals, In tESl7 out" i Pp 9 m 4 TJ Rim Board Structure! Compoath Lumber or Oriented Strand 03/3112019 No Yes NIA WA bard Rim Board i Florida Department of Business & Professional Regulation Page I aft Building Codes and Standards 3282Oi8 Product Approval Application Detail code EMIN or Did- ,Date Date Pending 2ft Epp Version Manufacturer Contact Englnear&License Validated By Yalldatetl Submitted FBC Approval Approved. Status Revision 2017 Gulf Coast Supply & Manufacturing, LLC. Eng David Daniel S. Kuhn Looks Souden P.E. 10/12/2017 10/10/2017 10/172017 12/12/2017 Approved Category: Roofing (352) 498-0778 PE-75519 (334) 300-1800 Subcategory: Metal Roofing Info@gulfcoastsupply- Compilance Method: Evaluation Report ham a Florida Registered Architect or a Licensed Florida Professional Engineer Dualiry Assurance Approved for Use Approved for Use Impact :..,. _ Design Sep# Product Model. Number or Name Product Description Cordrad Explratipp Date In HVHZ Outside HVNZ Resistant Pressure 1 0.032&qud; Aluminum 5V Crimp Min 0.032&qud; 5 V Crimp Aluminum Roof Panel 04/122024 No Yes N/A -NIA/ over 15132&qud; Plywood -108.5PSF 2 0.032&quot Aluminum Gulf Lok Min 0.032&qud; Aluminum Gulf Lok 16&qud; Wide 04/122024 No Yes N/A +N/A/ Roof Penes over 15/32&qud; Plywood -116.OPSF 3 1&quot 24ga. Gulf Snap 1&quot; Gulf Snap 24 Ga. 17&qud; wide Roof Panel 04/122024 Yes Yes N/A +N/A/--131.OPS war 15/32&qud; Plywood 4 18,quot; 24ga. Versa Lac 1&quok VersaLoc 24ga 16.5&qud; Wide Roof Panel 04/122024 wer 15132&quok Plywood Yes Yes N/A +N/A/ -138.5PSF 5 1&quot; VersaLoc .032&qud; Aluminum 1&quot; Versal-w min .032&quot Aluminum over 04/122024 Yes Yes N/A +NIA/ 15/32&qud; Pywwd -101.OPSF 6 1.5&qud; 24ga. Gulf Snap 1.5&qud; Gut Snap 24ga. 16&quot; Wide Rod 04/122024 Yes Yes NIA +N/A/ 7 1.5&qud; 24ga. Versa Loo Panel over 15a2&qud; Plywood 1.5&qud; V.-Loo min 24ga. 16&qud; wide Roof 04/12/2024 Panel over 15132&qud; Plywood Yes Yes N/A -116.OPSF +N/A/ -123.5PSF 8 2&qu0t; 24ga. Meg.Loc Min 24 Ga. 2&qud; MegaLm 18&qud; wide Roof 04/122024 No Yes N/A +N/Al Panel over 15/32&qud; Plywood -108.5PSF 9 24 Ga. Gulf Lk Mn 24 Ga. Gulf Lok 16&qud; Wide war 15/32&qud; 04/172024 No Yes N/A +NIA/-96.7PSF Plywood 10 24 Ga. Gulf Seem Min 24 Ga. Gulf Seem 161iqud; Wide Roof Panel 04/122024 No Yes N/A +N/A/-93.5PSF over 1x4 Wood Purlins over 15/32&qud; Plywood 11 24 Ga. Gulf Seam Min 24 Ga. Gulf Seem, 1 3/4&qud; Snap Look, 04/122024 No Yes N/A +N/A/ 18&qud; Wide Roof Panel over 15/32&quoC Plywood -108.5PSF 12 26 Ga. 5V Cnmp Min 26 Ga. 5V Crimp Roof Panel war 15132&qud; 0411212024 Yes Yes N/A -NIA/ Plywood 13 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp over 15/32&quot; Plywood 04/122024 No Yes NIA +156.5PSF N/A/-131,PSF 14 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp Roof Panel over 1x4 Wood 04/122024 No Yes N/A +NIA/ Purfips war 15/32&quot; Plywood -15&5PSF 15 26 Ga. Gulf Lk Min 26 Ga. Gulf Lok 16&qud; Wide Rod Panel over 04/122024 Yes Yes NIA +N/A/ 15/32&qud; Plywood -161.OPSF 16 26 Ga. Gulf Lok Mtn 26 Go- Gulf Lok 16&qud; Wide Roof Panel over 04/122024 No Yes N/A +N/A/-63.5PSF 15Y32&qud; Plywood 17 26 Ga. Gu]fPBR Min 26 Ga. Gulf PBR Rod Panel wer 15132&qud; 04/122024 No Yes N/A +N/A/ Plywood -154.7PSF Florida Department of Business & Professional Regulation Pape 1 d i Building Codes and Standards 115=18 Product Approval Application Detail F 9"4tB S96 21k 21k Bek.l'wAm 21a Tus version mmomwM EMIoew&LUanu yrw.e.eay ywmt E,mmitka PRO Almoroval ADUroved 111111110. Revision 2017 I TVV Building Components Group ma ShortLewis ICC Evaluaan Service, LLC WOO M. Fumed, PE 09/192017 09107/2917 09212017 Approved Caegory: She" Components (947) 919-84n (407) 681-1917 Subcategory: Truss Plain sip 6&loneirw.00m Comparwa Meal Evaluation Report from a Product Evaluation Entity 2akLAwtmm Aboro"gfor lw Amroyed for ties )Nowt Design Ewa NamP ron Dabmmnx ResistantlRawtm 2 nW BCG/Mpine legs PMe 11atat Connector Piste 12131MM Yes Yes WA N/A Florida Department of Business & Professional Regulation Pape 1 of 1 Building Codes and Standards trawls Product Approval Application Detail na mmo Sag! Entity er Pala Zak 2dlPJmalm 20 mm Vanua Manufacturer Submitted Ft4Atairo1u1 AeWWM so& Revision 2017 Mrfer Industries. roc. David Wed ICC Evaluation Service, LLC ICC Evaluation Service, 10/19=17 10119=17 1022=17 Approved Category: Structural Conporeafa (314)851.7480 LLC. SubCeel Trues Pins dmrtQm0.twm (205) 598-4800 Compliance Method. Evaluation Report from a Product Evolution En* P1i21/74p Piadnats Quaft Assurance Approved for Uas Antcoved for Use bow Rift t lilkishil. Number orthime Product Down ContrastExslratlom Dar In HWU OusMe NVNZ resistant PJaagn 2 Mg 16 is ga. trues contractor plate Diffila 3 Yes Yes WA N/A Search ratteda Florida Department of Business & Professional Regulation Pea l ofi Building Codes and Standards 115m18 Product Approval Application Detail Pt sedr4M Peat Entity « Rite Pak DoU PoMm Sall. Iyga version maradicturK Emlial&License V Ud.adBy YdlaWl Submitted lOAtg[mnl A -mad AMR Revision 2017 Weyerhaeuser Rob Baldwin ICC EwkmWn Service, LLC James A RaOmmn, P.E. 082212017 062=17 071032017 Approved Calagory: sbuctlan l Components (Z53) 924.6476 (WO) 639.1344 auhCargay: Engkuened Lumber RobmtBakNdneweysdu CappNance Method: Evaluation Report from a euem.com Product Evaluation Entity PLa1/274M Products Oo,ft Assurance Approved for Approved for Use Innd two 3-# Product Model. Number or wtne Contract: Epgbagon Date Ice HVHZ old" h m¢ Resistant PMUM 1 MIcroINm LVL Laminated Veneer Lumber 031312019 No Yes WA WA Florida Department of Business & Professional Reguldo n Building Codes and Standards Product Approval Application Detail Page 1 of 1 17N2018 tR,ree274rs Rlmla fnfffYgo Pak Dab Postal go mm Vmka maondwWnt R Eaakur.4tLiraaw 9.tM.tsd �r ydLlkted Submitted FECAgersund Agg[mnd Am" Review 2017 Weyerhaeuser Rob Baldwin MC Evaluation Service, LLC James Rothman, P.E. 0622/2017 06202017 071032017 Approved Cargoty: SbucMN Components (253) 044M (606) 839.7344 SmCashill Engineered Lumber Robsm9aldwinaweyerha Compliance Method; Evaluation Report from a 1080C.00m Product EVeh at on Emil PLa55Y74M Products Owth Assurance Approved for Approved for Use IWAAd Downs, Ems ini+Vbi UseI p� 5 Nkyem"user Rim Bard Oriented Strand BOOM Rip Board 03I312019 w Yes WA WA Search SINb 'lea # Product Model. Number or Name 18 26 Ga. GulfPBR 19 26 Go. GulfPBR 20 26 Ga. Gu1fPeR 21 26 Ga. GulfRib 22 26 Ga. GUIfRib 23 26 Ga. GulfRib 24 26 Ga. GORlb 25 29 Ga. GulfiRlb 26 29 Ga. GultRib 27 29 Ga. Guintib 28 29 Ge. GulfRib Search Criteria Code Version: 2017 Application Type: ALL Category: ALL Application Status: ALL Quality Assurance Entity Contract Expired: ALL Product Descripti.n: ALL Approved for use outside HVHZ: ALL Dadgn Pressure: ALL Date To: ALL Florida Department of Business & Professional Regulation Building Codas and Standards Product Approval Application Detail Product Description Min 26 Ga. GulfPBR Rod Panel over 1x4 Wood Purlins war 15/32&qud; Plywood Min 26 Ga. GulfPBR war 15/32&quot; Plywood Min 26 Ga. GulfPBR over ix4 Wood Pudins over IM2&qud; Plywood Mn 26 Ga. Gumiib over ix4 Wood Purlins over 15/32&qud; Plywood Min 26 Ga. GulfRib over 15/32&qud; Plywood Min 26 Ga. GulfRib over l M2&qud; Plywood Min 26 Ga. GUNRib over ix4 Woad Purfins war 15/32&quot; Plywood Min 29 Ga. GulfRib over tx4 Wood Purlins war 15/32&quot; Plywood Min 29 Ga. GUHRib over 15/32&W d; Plywood Min 29 Go. GulfRib over 1 x4 Wood Purlins war 7/i6&qud; O.S.B. Min 29 Ga, Gu11Rlb over 7/16&quot, O.S.B. FL #: 11651 Product Manufacturer: ALL Subcategory: ALL Compliance Method: ALL Product Model, Number or Name: ALL Approved for use In NVHZ; ALL Impact Resistant: ALL Date From: ALL Page 2 of2 328/2018 Quality Assurance Approved for Use Approved for Use Impact Doslm Contract Exptratim Date In HVHZ Outside HVHZ Resistant Pressure 04/122024 Yes Yes NIA +N/A/ -151.7PSF 04/122024 Yes Yes N/A +N/A/ -154.7PSF 04/122024 No Yes N/A +N/A/ -151.7PSF 04/122024 No Yes N/A +NIA/ .164.2PSF 04/122024 No Yes NIA -NIA/ -159.2PSF 04/122024 Yes Yes NIA N/A/ 04/122024 Yes Yes N/A +159.2PSF N/AI -164.2PSF 04/122024 No Yes N/A +N/A/ 1235PSF 04/122024 No Yes NIA + N/A/ -146oPSF 04/122024 No Yes N/A +N/A1 -101.OPSF 04/122024 No Yes N/A N/A/ -116.OPSF Florida Department of Business & Professional Regulation Page I of I Building Codes and Standards V&201a Product Approval Application fetall Oft EofkLa Pik 21M 2 Rft jym Vmlon manwr&ftm contact Enolnrr a Lkarre Valldemd In, yta Sllhnlmd Ill Atrer9yd Approved At" Revision 2017 rrW Building Components Group Inc. awed Lewis IOC Evaluation Service, LLC WORM M. Rontsd, PE DOMW2017 O9/072017 09/21/1017 Approved Cabgary: Structural Components (847) 9188473 (407) S914917 Subcategory: True Plates slewiscalpinolf-corn ComplMnw M.thed: Ewlua ibn Report from a Product Evaluation Entity guests, Asstrancti AgwondfbrrMa ADDRN dforUse bed 20M Ea9!Product Model. Illumber or MetalP. In HVHZ MOMLIM f rmmin 3 ITW rC(VAVM Trlor Metal Connector Plate 12/3 V2g22 Yes Yap WA N/A PLa2197rR1 RmAe LM Version eMullsbor Royston 2017 19Tsk hidushim, ono. Category: Structural Compoarss Subcatsgory: True plot. Compliance MoSwd: Evaluation Report from a Product Evaltuaticut Emily Fla21974M Piotlmb Saco • Product Model, Numbeir or Nam 3 MTISHS Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall page I or 1 116=18 Eall4Lgr no 20t Dab PNWMU 21h S9akd Etlokn,&LMams veeaeww Yalf1>md AtIldi id FOCApproyd Emtgyw Abdo David Wart ICC Evaluation SWAM, LLC ICC Evaluation Service, 10119=17 10/192017 tOr222017 Approved (314)851-7480 LLC. d.. tf$me.wm (206) 5996-M Quail AtlsOEfd Ansmo edfor ties AerE9yadfor 2w IMM9 2adm ptoduld DetrddlM corAmctammtlonoaw In ouwwi RMWM P 18 ga. high strength truss connector pale 01101r2023 Yes Yea WA WA Florida Department of Business & Professional Relation pops I of / Building Codes and Standards ir"Is Product Approval Application Detali FL/68274i5 I1tM ymkn momAket aer Rknkd Emh-& License vrnatsd By validated E1abmWert FOCpnorgftl Amrmnd AMR Revision 2D17 Weyerhaa«er Rob Saldwlri CO Evakraaon service, LLC JamesA Rothman, P.E. DSFaM17 09/202017 07/0=17 Approved Caful Structural Components (263) 924.0470 (608) B39-1341 aubCaraay: Engineered Lumbar Robam.BaldaM®aeyama Compliance MOW: Evaluation Report from a eum com Product Evaluation Entity Fllees741e Praduab Quality Assurance ;two PreductMoleLNumber «Name Aouovedf.rUse AccrandforS� IMR19 noun !pinch octal HVHZ Reehelll Fmesltt 2 Pam9am P8L Parallel Strand Lumber 03/31/2019 NO Yes WA WA Florida Department of Buaineas & Professional Regulation pope 1 off Building Codes and Standards 115rmta Product Approval Application Detail P1J151R1D rem Entity or 20 Pak Data P ntlim Zak 11 M van on aisciatiagall &Lic#n! wlwrm a, ydkhm Submitted FSC Aue[mrd Amrmnd Atdrk Rwlson 2017 CAST -CREPE USA, ono. Culp Pamirs Mbn44)2a BCCO-DER Mtsm-oade BCCO-VAL 11/142017 I(VIB2D17 11212017 Approved Category; Structural Components (813) 621.4841 (788) 315-2598 Subcategory: Products introduced as a Result of r-0anfno�uaatcrele.rxxn New Tedmobpy comgnanee Method: Catalonian Mark or Lbft Ftef6e4Rl0 Products Quality Asawrismas lisgist Demo AKI Product MoaLNumber «Nara In HVHZ AQ iIM Oubilds HVHZ Rnitmt Efm,gn 1 High Strength Concrete L9Neh 4, 6, 8, and 121nch wide trial 091112018 Yes Yes WA WA seench Clients -f--e N U O N CD- CV CLOL O Cll O M LL O .� Cn O i � 0- .a ''1^^ vi z z W J all O � a 0 C1. CIO O W er�eraP �V O L CL C/) U O L V °n- 'W^ �r7 i VCO cW G Q Z Z Q J SHEET NO PA 1.3. ,. �e2� yap, � rl Im