Loading...
HomeMy WebLinkAbout3059 Lytton Hall DrABBREVIATIONS 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 orADJ. 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 FR DR French Door RECEPT Receptacle ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing REQD or Req'd, Required BK SH or Bk Sh BookSheif FXD GL Fixed Glass RM or Rm. Room BLK or BLK, Block GALV or Galy. 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 Cig. 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 K/Wall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or 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 UNO or U.N,O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof I Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR orWDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Fir. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-8-15 2.0 ADDED VAULT. CLG. 12-28-17 3.0 2017 FBC UPDATES '� ! 08-27-19 4.1 ENG. REVIEW FOR 150-C MPH 09-20-19 4.2 ADD 8'-8" ELEV. FOR TREVESTA 0 v 01 IV LZ 1941 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN MONO 7 ROOF FRAMING PLAN 8 LINTEL PLAN AND DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS ALL WU ODES FLOR1D�i�By�1PL �g>� WITH PREV�AILi " SIC O<, o AND THE h.� ��,_ , PHIMMILLS ANCES a REVIEW DA'i . MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site: The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. L Q C C O E E S S\ C! A r,ftIIIII4tt� 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 i— E CD U 'DV N V o O O to co Cl) C, LL � m J M # ul M W N as -0NM 0 o Z Z , � ado _ m O �mo�t° mom¢ W gErn na Z N Q m Z V 0 J z L)❑❑❑ W N CO C, :ii, Co N � N Q13= N M a 0 U � Y 0 d a OUJ N �N c o all0 F- c� 0 w F— e E 0 =i s C < 0 0 14 r, oW co M J ti w Z Cl) zo a Q. E O E =o 00 ZZa <N ?® ❑a U 0 00 O E o< a= XZ IAV rM N ro W L w0 Co �w -, Cn CY 0 Nm m, o 0� Z C")a J aZ no Q a o wLL 5U a mF U -S ao Z �C o O w 5 ;o a 003 °N = ` J cc LO LO i-� > �1 C 0 i = Q0 L.L m co T 0 T J C) LO LO Lo N m w r M. r y N o z z c E lO E m ,- m c `-° a o U J 'am Q p aci JOB NO: 20-1783 SCALE : AS NOTED SHEET NO. C S 3 m rn -o ran. 0 LO I+J�� Orp - m 0 J 00 T 0 W rn c Q N a E a E 0 v c c i N r7 U 0 'o U Y i 0 0 U J t7 0 0 M c 0 0 tl rn N N 0 w m 0 (Y`7 c G a iv, O A O S3 EGRESS EGRESS I � \�� I � b O-O 5-E C? AC PAD E w ( •' M I A 36 36 PANTRY6EEP IT IP SURROUND R NG FL T� '� I TYP @ 1 6! ' 00 <;, Bo c021'-2" 2'-2" 10'-4" 1U-421 `� 2'-4' 1 � 5' 32 OP V UL . C G. bo 10 O \\�\ I 00CAFE CIDD.W. N W NI_� (� _ b I I BEDROOM 3 I 1 1 2„ xc`nn fn w A O M� o SI Kwl ISP 8,_ „ C z G. r 1 0 o a ILE rn VAULT. CLG. PATIO CARPET = � Q I _ _I _a_ L - - _ J I BEDROOM 2 8'-0"CLG• CARPET o BED D R O M 4 w z �- 8'-0"CLG. �� 8'-0"CLG. -----C=-===_______� 0 I o - - - -- I CARPET o N LOW I - � `b CAI PET 1 OPT M � I REF. I 1 5068 B.F. 4068 B.F. 4'-0" 11-78 I 8'-8" 5'-4" 14'-6" i 5'-4 T-6" 6'-10" 4'-7" � i r L lW I- - - - R&S ---- 1 N -------R&S------ cv 2668 2668 7 � 11 <V HDR AT T-4" I 2T-8" T-10" T-8" 10'-1 $„ 7 „ I 5-0„ 11, L6' ; LT I ENTRY I 2:12 VAULTED CLG. = OAO 3068 1 8'-0" CLG.LO o 9'-4' CL OM FAMILY RM T I 1 9 -4 CLG. R.A.G. T o o 1 CARPET r (3) 2x4 #2 SPF wl - K DTT2Z @ BASE CCrG.T. _ S3 S3 �- �I �e 1 SHEDAHU 8'- „ C G. • N �---iI UI BE ILE 11" 1 RIFY IN I A S3 s 5'-11811 L. 4, 0„ I - I�x �'t'I 10 FIELD. I I OPT. D 7PT. l i? )< I I I I TYP @ 1 STORY I T I I I 00 G (3) 2x4 #2 SPF w/ BERG SURROU SS M, D 1 11 I I 11 I I p OI I I INM S3 @BASE __ __DTT2Z o 60"x36" HANSONiv I SHOWER7 j wI I I A.F.F.CD I - o DRYER VENT S3 T LLJ I > 268 THRU ROOF EDGE OF SLAB 2" I I 5'- 82' 3' 10" BEYOND WALL I x I _l II 3,_0„ 17'-8„ 2668 7,_8„ 20'-08-" I co 7811 O�w CC MW ' OPT� 2 CAR GARAGE ' _ T OWNER'S SUITE W.I.C. -r 8'-0"CLG. j '-0" CL . 8'-0" CLG. B 00 8'-0" CLG. r I 2_6 BUILDER TO I I I I I I I CARPET CARPET PROVIDE I I I TYP @ O APPLIANCE I I I K GARAGE 0 INE 5-SH �(:W.H. PROTECTION N WHEN REQUIRED FBC I � - I I S4 OPENING 0 ---- ---- I 6" DP:r R&S PER T T I I H.B. 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 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 184X254 S.H. 13 20X38J 184X37i S.H. 14 20 X 501 18 4 X 50 S.H. 15 20 X 63 18 4 X 624 S.H. 16 20 X 72 18 4 X 71 j S.H. 11-12 271/4X26 26X25 S.H. 11-13 271/4X38 26x37 S.H. 11-14 274X50j 26x50 S.H. 11-15 274X63 26X621/2 S.H. 11`16 271X72 26X711/2 S.H. 22 37 j X 26 36 j X 25 1/2 S.H. 23 37 J X 38 J 36 J X 37 3/4 S.H. 24 37 J X 501 36 4 X 50 S.H. 25 37JX63 36jX621/2 S.H. 26 37 J X 72 36 1 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 X 25 # S.H. 33 54 X 38 g1 52 X 37 S.H. 34 54 X 50 52 } X 50 S.H. 35 54 X 63 52 4 X 624 S.H. 36 54 X 72 52 4 X 714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. aTIE WALLS TOGETHER BY ROTATING BLOCKS EVERY OTHER COURSE FLOOR PLAN - ELEV-Bl SCALE: %4'=1'-0" R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Ed. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" 0 +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 OD +28.3 / -36.4 OE +26.6 / -28.0 OF +26.6 / -32.2 GG SEE SN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +34.0 / -44.8 WALL LEGEND TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "131" (TRB) 1ST FLOOR LIVING AREA LIVING TOTAL GARAGE FRONT ENTRY TOTALAREA INSULATION REQ. 1936 1936 416 24 2376 LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED Q a (L1 r _ dd p .... y. E •.o zz ­j�� `�� L O,<: �o OFESs�°r� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. M Q0 E 00 0 N �k v 0 d) cp MN� 0 00 0 y : " o �s*w �_�� LL _j a a N M W u ai aUT L 'u o Z o W m o mg¢ W W M01- E rn p a 7- Lo N Q f n Z U 0IL J 0 Z' 6 < 0 ❑❑❑ W M � N O V S O zi 0 � Q J M A U) y Z C o C!) U V7 w - o L O N w c �.. U 0° r- m E O z3v = c, Q N o � � em jiiiiIli�llli� o co Jz w M zo E >S a 0 off® j� ❑v t _ CIL K o u o ❑ O E N m ao wo ❑ ¢ azz r� L (0 U) C: -a�i O "m'<W m O o' Z -' <� z 3 < o¢ go U ttg a O O w F r � O a F CO � z¢ ❑ _ U3 �N :s = ` J N W CID .! LO U') N r C Q C:) 0 Q Ca cc C O O r Lo OT 11- ai E :1 E r CV) r iri N a Z m Z E O E 1- N � a U Q 0 JOB NO: 20-1783 SCALE : AS NOTED SHEET NO. 1 -11 1 1, id. 11A, jlRlJ . ti LI w I'll .1 Li 1,1 1 1 u�"M VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES / w MEDICINE o CABINET 00 � O~ O~ O U- 04 M M M co KITCHEN ISLAND 24" TOWEL BAR ON WALL ABOVE TOILET I TOILET PAPER HOLDER Ct O r CV FIN. FLR. KITCHEN N. 0 N OWNER'S BATH NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. DOUBLE CURTAIN HEAD RODS ROD Z SINGLE TOWEL BAR IN a ROD TUB OR SHWR. TOWEL BAR a ON BATHROOM WALL SHWR. o . VALVES w o 00 = C° SOAP F - co C7 00 0 DISH U LO LO 0 0 0 _i co co 0 TUB BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY KITCHEN MIRROR N 1 F 00 0 ih OWNER'S BATH BATH 2 O 00 INTERIOR ELEVATIONS scnLe 1re"=r-o" 42" H UPPER CABINETS 36" H UPPER CABINETS -- 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT BRACKET 0 36" H BASE FINISHED CABINETS - o COUNTER TOP 30" H BASE 0 00 U- co `O O 2x r >- LO 00 FRAMING 1 /2" GYP c? BOARD — T FIN. FLR. 2x P.T. SHELVING CABINETS - TO O O � - T T c ' CV N N FIN. FLR.. co 0 00 0 00 ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1/2"=1'-0" 1 t ca CC=D:, c� .. 4C3. a C S� N To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. NE 00 (p "T N N # 0 Oa pp m to J N N m L� # 0 ui j --1 N �- d a to r`' W rn > " 0 Lu ° Z arn�' o m C0 ° W W 'm o t-- r° oo 2E°'12 Z LL� a N Q co 0 z V 0 J Z U ❑00 W (D M C Z N O _ O O m O 7a_ O Q v Q �1 M C, N M z vV IL • V W O � n Ow to V)Co o N o U W �- E E 0 V ®0 u U p c U) Q � o sm o �W M Cyi i O z � j F E z o ao F- > N <L z0 oa X �= 0 0 o� o m CV <= Uo wz _ y �0 o O LL z Z >Z z J a ° C/) N 7 z z <O O C Q 3 LL� a mw Qo �LL �_ r— CD CD ;o a �t o. zla 0 u 3 �N a = n J L .> LO LO ^ L Q O O m � (� ■� T J r O '^ �a , 04 O T ai M T- o m z � T E O v; N 'r Z M G n- U J Q C J JOB NO: 20-1783 SCALE : AS NOTED SHEET NO. 2 8"x8" SMOOTH TEXTURES CORBELS 12 5� 12 12 5 � 1" x 9" SMOOTH 5 TEXTURED FREEZE BAND HEEL — -- C? • • -- -FINISH ON " e FRONT ELEVATION - B1 14'-0" RIDGE VENT 12 �5 T-0" RIDGE VENT 12 12 — — 5� T _ �5 1'-0" -------- —t 1-0'----— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —— — — — — — — — — — — I ol 2'-0" TEXTURED 1" x 9" SMOOTH TEXTURED FREEZE BAND 8"x8" SMOOTH TEXTURES CORBELS 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS _ T.O.M. — — HDR HGT. CEMENTICIOUS TEXTURED °D FINISH ON C.M.U. CEMENTICIOUS (TYP.) FINISH ON C.M.U. (TYP.) — — — F.FL. +3" SMOOTH TEXTURED BAND LEFT ELEVATION - B1 SCALE: 1 /4"= V-0" E General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. 0 a a -r �, ;Ittttitl0t se ROFESS\O' ^•` Z� fei'iP&l1;tigli To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. M W Q E popp 3 N it C> m M O(0 U) y W JUJ LL LL n a - tll CC, UJ ' N > m� 33 a a- Lu Z aU5rn 0Ix o map9 OCO LU W 0 r- 2E°'O' -,oa IL IL a Z O) N C) ;;. 6 0 5 N Q M Z � J Z El Ell] W fh � CD Z N O � Q d N (nv) C 'n O 0/T,, V ry 11 V V U% W a � a ` Dv)O W w E U r— ` e s U o 0 Q � o O C J w co co p z Z 4 L_ Q E z E� wo o ?® <o C a¢ O 0< a o L¢ru <o wW a y Nm '0 Z az y iv Q 3 Fm op zz ga 0 mw wLL 0 aLL xF =� o wa �0 >O � d' z¢ a OV 0 ACV = ai W m ,! LO rr LO N T ^ C = O 0 m (.0cc r1*1 I.... _ C It r O� .� T J O T Lo N m w LO � T O M N o Z Z E O vi Ch 42) T r,s EL 0 _J ¢ o _J JOB NO: 20-1783 SCALE : AS NOTED SHEET NO. 3.1 --TTT--I I (f l FFT . ii f lh] Il ,il,� 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS i TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP. ) —EXTENDED OVERHANG BE CENTERI ON DOOR 7'-0" RIDGE VENT 12 5� 12 �5 REAR ELEVATION - B1. 14'-0" RIDGE VENT T.O.M. HDR HGT. _1 -0 IN -- F.FL. RIGHT ELEVATION - B1 General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. (� O C� SE ••• ••�, • C� C ` �,`�'� o r �l ~�Q s��•��fc� Qj 'YOFESSNOt, Ar�,�,,�d \ 11111111111����\\ 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. F Zm o V 0)(p J O r O N M (V r.- a) # Co V_ M a f A co� J x* J W J ry a ,7 LL LL m a N y (M lLl to u: aaLU Z -0tom =o @a)0 Ko0 _ M J 0 m Co W ro O h Q B o a ro� Z LLW Z° 0 N Q Z V 0 Z �0 ❑<]❑ W zM � o o z J M N ^ M R C O V lL J Vi Y W 2 2 a 0 IN W F- C- E {iM v U M w m r— E2 E m I•.., iIf z o p N C, ¢ N Y �Q 0 Q r` W M M ¢ 0o Z Z¢ J ri ca E Q 0 z o 0 o0 > <� Z® oa o O 0. z &a 0 SXZ ZN Z:) wo W? i M (n C C y wm O 0, Z� (n J ¢ QW Z o�d � Z go Nr U o o� F gr =5 C> C0 owe Z¢ a 0r U� �N 0 = ` > J a; F2 ^L1 W ro 0 IO N r 2 C T o +r � d- J, T o T— Lo m E > r r \ o ro Z T EO N T Z ro a E 0 WC Q o JOB NO: 20-1783 SCALE : AS NOTED SHEET NO. 3.2 :2 O CV Cn w O 2" 1" 2" *NOTE: VARIES 1'-10" 12" CAP CAP N N FOAM TO BE USED 1" RADIUS Ce) ONLY WHEN REQUIRED BY 3 1/2" RADIUS 1/2" RADIUS �� iv i0 00 m COMMUNITY SPECS. IF NOT, 2,I I DETAIL TO BE 1" 2" OPENING VARIES 2" � N 3/4" RADIUS 4 1'-54' mla - `r BUILT W/ STUCCO. 1/2" RADIUS 1 1rr N EDGE OF 1" 4" VARIES MIt "IN 1'-0" 1" OPENING VARIES 1'-4" 0 22" VARIES 1 r-4" iv Jill 2 VARIES —IN 1 rr 1" _01r 1'r 1 1/2" RADIUS T 4" 1n arr 4 34 All �j` 4 �' �`- � 'j' a !a N 2" � 2 1/2" RADIUS LO r P71a - � rl� -IN "IBC pp VARIES 12 C•7 3z' 11" 32' BASE O BASE 3" 1" ," 2 N 2 r 1 rr 1 rr 3" 4 4 1'-8rr 4 • 12' *NOTE: VARIES 8" 2" 3„ FOAM TO BE USED ONLY WHEN 71 m REQUIRED BY d 1' -6" COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE OPENING VARIES 22rr " 2 _ �N 1" � EoE BUILT W/ STUCCO. 24 r • EDGE OPENING ' M1 1-1/2" THICK 1-1/2" THICK 4" 10" N All M 21" 4 d � iv -iv c IN � a" 4 2 N 2rr 4" 3r' 6'r 2rr 2„ iv W LC co 0 ri 1-1 /2" THICK 32" 24' SIN CJ 2r r' 1'-101, 7" 4rr d 52' 1'-5" 52 1'-4" 3" - iD 54' _ 00 IN N a' 1" 122 O �- VARIES VARIES 1 rr 2 N LLJ 22r Q M I I • VARIES VARIES 4" 8" 1" 3z �N 4'w � c 1.3 r--------- 04 ; c l ap - I 1 �a ^ 6" 4" CV (V 7-1 KEYSTONE F11 0 OPTIONAL KEYSTONE F 11 I^ OPTIONAL jRs., cD 2 44r �° Rq4„ srr 3- 2rr Cl)NOTE: ill, 4" GARAGE DR. OPENING 4" 3 4 4" WINDOW OPENING 4" 4" • INSTALL OVER STONE, TYP. VARIES • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED NOTE: •FIN. TO HAVE TRADITIONAL LOOK & 14' 1 64 14 12 2'-1 rr 1'-4" 2" • FOAM/r PSINISH MATERIAL IS ACCEPTED 5d" 1'-12' -4 T-8" 7" N 1 " 4" T-0" 4" N 10,r 10'r 0 iD 00 �r- _ � � C N N 1 " 04 1" o R63 � (V C? 9 IT M M r �sT•. N ^LN� ((�77 1'-1" 1" GENERAL NOTES: - • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH 0 GV O CV Cli 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 W 'o N O N O O O 07 CO N # V 0 MN N N W LL 2 M N J ae W vi LL a 13z /i M W N LY CLL ° Wa �O Z OW W Imo 00 O m J moor. mgQ IL IL B Z O N D x 0 Lo N Q M Z U 0 j Z d ❑❑❑ W Z � ¢ o d N N Al z ( o W, l lL }� T V •O U—, Cd w O Q N w F12 - Iv a o 0 wa � U CD w rn Y � N ¢ o O o co J w z co M o J U- Q E E u rr zo aLL g >ry Ze D a CD I_ � ¢=O XU a F UK Qo O O N Q) z woo ¢ az tt� L (p W o Y y m � O m Q W zz (n Qo 3 oa w� g a �w 3 Lj<o o << ;o CD �t �= w zla a � 3 ,o = 04 = d' J L � m W m > ■ LO � T O /O� m 2 o 01) .� T J r T LO Lro L0 ^ T v E w LO T o M iii N o Z z O Eca .- a U 0 JOB NO: 20-1783 SCALE : AS NOTED SHEET NO. F1 L f ill ITFF —17F—FT LF I t IT !}.!.IIF'l ! f. J.-1 I,_ 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. POWER CO. INTERSY7 BON TERMINATIOP NEC 14, 250.94J 200A INDOOR PANEL CENTER CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. upper to lights & outlets opperto 20 amp ckts copper to WH copper to Dryer 2 Alu GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE (Votes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 44" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC. 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2014 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER � WP WEATHERPROOF DUPLEX OUTLET GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH ?4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE 1-0 WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE +PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE lO EXHAUSTFAN v ,Or EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) FCHI CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) f [ 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) 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT Vlf ELECTRIC METER WWI ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN G J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G r J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT �1111111■1111�11���■111111111111�1■1■11�1����1�'11��111■11111� � D ■n�■�Til�i�■�� ... F,0� r•�l�1�om©` ow Ell Grr— C.M D R•• ON •- •-IGHT PRE -WI RE�;A U.C. OUTLET `— U.C. OUTLET ROUGH -IN FOR FOR DW OPT. CLG. FAN/ LIGHT PRE -WIRE FAMILY RM )D ROUGH -IN FOR OPT. CLG. FAN/ \ LIGHT PRE -WIRE \ OWNER'S SUITE I a GFI �I - - - - - - - - - - I I I I I I I I I I ��{{ I �lW .C. I I I I I I I ----- -----J RECEPT. FOR ALARM SYSTEM — ROUGH -IN FOR / OPT. CLG. FAN/ LIGHT PRE -WIRE / 12 BED�606, � 1 \ �///(S GFI @ 44" A.F.F. R - _---- II I `mil l I 11 I L_ _r_ I I I :GFI @ 44" � I A.F.F. I GFI FOR GAR. DOOM GFI 2 CAR GARAGE I O I W.H. VERIFY LOCATION IRRIGATION _ ELECTRICAL PANEL �_, GFI @ 4,P A.F.F. VERIFY METER H.B. LOCATION WITH BUILDER / ROUGH -IN FOR / OPT. CLG. FAN/ G LIGHT PRE -WIRE BEDR OOM M 4 � . GFI ENTRY ELECTRICAL PLAN - ELEV-B1 SCALE: %4'=1'-0" fjJ(/I l a -i1 r/ r— ICI O - �vLl roE l 0 N 0 N 1 CO 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. MW as a Co 98 N o7 ap o V O O O LA <O N # o M N N C M M # &co LL # H 7 U_ N J W LL LL a. N a � yM ai m t:� w vi M a it ��� 0 o Z 2a W ADO [� CODJ Z LL rn< N O< NMZ N U0 0 �J Uj z N O o a m� z N z " � a o d N Wil M Z U o Q) _ C!) y L.0 o a �U Q 0 c o o �.. � � U CO w o i....., 1- E N _ O U zi1 U o' N ° c � _ Q o co w M M n¢ o z z _ _ � Q E 0cc I mo z 0 o Z) o z K00 U aQ 0OU 0 Z O E O --a) to i W 0Z ¢ az j to (n ❑ Z2 O y U m 0 o oLL Z' J m a Q W Z z rn 3 oa go ;2 LLLL a �W C) 5 Wr o ;o E v .< °3 0 CV = ` >� J L rn � Al W � .� L0 T 0 O 0 2 T O 0+ { O7 rrt• J T O ,�^ r T L.n o � r LO ai m T 3 M r o Z E O r t6 d E U Q p JOB NO: 20-1783 SCALE : AS NOTED SHEET NO. 4 ATTIC VENTILATION CALCULATIONS - 131 (TRB) ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1l300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev) required needed required soffit by upper needed ventilators Main 21.00000 2.000000 Floor 2377 2282 326 1141 81 570 0 591.0 315.0 276.0 (Zone 1) 1 ""NOTE — GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN - ELEV-B1 SCALE: %4"=V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Q u 7 1Zlrl�itt€lifdlt� l�A' A l �N r��t�!€tttl�t To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W a �E OD E ��p O O N W it (INci (0 N J WN LL 0 (� �rJy,N- d LL -JLJL Q ai LL a a W Z 13 C: o a o M m Oo m � �O M ILWcco Z LL 0) 9 N 0= N Q co Z 0 N U J Z < L) ❑0❑ W M Z N O z Q z O Q Q � J M d N a) z � -J _O V L .O W = 0 � Q �N LU c E y N O f— w rn — 0 8 �I U o m Q n 0 sm CDw M co z O Z � cti E Q ECU zo w o >ry Z< z® a w� 0 6 OU d d C:)ao N ap 6 -Z ¢z L Cj C ❑ 0Y U .0/ m 0 o� Z > Z z N J ¢m zz Cn $ g° W Q LL a ti w G0 oLL JZ r3 O a C.0 � 00. ZIQ Oti U �N 0 = ` >LO J ns � T 0 O 0 CIO -17 C O TT V) O I LO r (D M T— o m Z EO N ai T Z M C @ a E .. U -a N Q cc C c JOB NO: 20-1783 SCALE : AS NOTED SHEET NO. 5 5'-4" 1._985.. S_2$„ 5' 01 H.B. -0" 5'-10" A TYP @ 1 STORY S3 U.N.O. 65'-0" -10" 2'-1064" 5'-11 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ °tit o } I : o Av- \ \ \ 16'-0" 2'-a" 6'-10" . ' ..... M l 1 0 -0' I ■ Cfl — — 3 1/2" \ \ I I \ } \ \ SINK / DISP I 1 i ( T [r>I _ _ _ :: I \ \ rr ----- A - o L I \ \ D.W. I ::I}IS3 cvLo S3 L_ -- \ L11 CHASE TOIS D ----_--_ L --- — — — — — — — — _ — \ \ — --- _rKITCHEN I I — — O — — — _ TYP @1 STORY U.N.O. STEPS AS PROVIDE 1 %2' RECESS"' � \ CJ — — — — — — j CJ OPTT CJ CJ: CJ —�l IREQUIRED I REF. FOR SGD. REFER TO \ :: ' : " " " " " ". " ' : % ..PER ""10'-104" FIELD MASON'S SLOPE FOR `� ISLAND ; CONDITIONS WIDTH \I \ LOW WALLS I ' '. : I 4'-0" .'.' . I `� \ 16-10" _12-10" 0 INDICATES FILLED CELL w/ 3000 PSI— CONC. GROUT FROM FT. TO BEAM \ \ W/ (1) #5 REBAR VERT ABOVE SLAB ::::::::::::::::::...:::::::::::: ' ::::::::::: ::::::: TYP @ ALL PLACES SHOWN TOP OF CONC.I PAVER T BE 4" ro (2) #5 REBAR I HOOKED FTG. DOWELS 50'-0" " EMBED `� \ ■ 4'-0" 4'-4" 4'-6" VERTICALS w/ in W/ 25" EXT. ABOVE SLAB "GRADE 40 `� \ HVAC CHASE BELOW FIN. FLR. I STEEL �� \ \ BASED ON SLOPE ( FILLED CELL \i6 PROVIDE %2' x 9" 7 \ LOCATION \\ RECESS FOR FRT. POOR L I 2'-6"x2'-6"X1'-O" FTG 'O I S3 v o - - 25'-1 O k' \ \ 9'- 1 W/ (3) #5 E.W. 5-O., 10 \ . . . .� . . . . . . . � . . �4 .... ................■ Oi A Ci \ T` #5 REBAR TYP @ 1 STORY S3 ( S3 CC (2) I °P U.N.O. \ S3 VERTICALS w/ in AHU I FILLED CELL I 2'-6"x2'-6"X1'-O" FTG N :: . ; I :: f 3 -5 7 -1 2'-6" x 2'-6" x 1'-0" _ _ _ _ r` ~.V �/V/ (3) #5'S E.W. (2) #5 REBAR VERTICALS w/ in SLOPE W/ (3) #5 E.W. G._ _. �� -3 1/2" S3 o I I OPT. D pT, FILLED CELL — 0 _..� _ _. — TF I?I 5'-3" 1'-10" 3'-6"I O I ■ CJ :CJ — CJ I co o� 3-1/2" MIN 3000 PSI CONC. 2'-74" 7-_10" 1 _I : EDGE OF SLAB 2" SLAB FOR HERNANDO BEYOND WALL COUNTY ONLY N 3-1/2" MIN 2500 PSI CONC '104 SLAB OVER 6 MIL VISQUEEN ^ I S3 l S3 I VAPOR BARRIER ' iv 35'4" • • 20'-6" ■ I I :: BUILDER TO 0'-01, PROVIDE (2) #5 REBAR I APPLIANCE VERTICALS w/ in 4'-0" 12'-1" ; PROTECTION FILLED CELL • • �O I WH• WHENREQUIRED PER FBC ----------�— --- — -- --------�' — -- �— ------J 50 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ V-6" L 5'- A S3 TYP @ 1 STORY U.N.O. 5' L1'4' I 7'-10" FOUNDATION PLAN MONO - ELEV-B1 NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN — �--� w w co ri- CONTROL JOINT DETAIL SCALE: 3/4" = V-0" .• �• •,= #5 CONTINUOUS ,�: , .: • '�- REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER � BAR ONE FOR EA. • _ • •. HORIZ. REBAR, TYP. ., .. ... ., . . „ U.N.O. *"Altemate: • The reinf. bars shall be c ont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" i o� a c� L tj " n(o O FESSEO���" IIItftt4l4`�" To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 Q 00 W U N pp O "1 N_ iL oq ci q1 'n N LJL O r- N Cl) N r N * co - LL J p LL N z LL - V) M W (n Z CL 6 o tn°' @ago �m0 m� {�{t W Eaa0�`° 0 EcP rn 0 Z J coo NQcoz U 0 Z J � ❑❑❑ W z N O z� z� Q d N N ^, c� SQ z � /^ O WC _V i t v Y LU w n Q U � Q 0 to W h c o tea Rol U m W m E TN =I = o ¢ ° m �m � w CJ M o0 Z ,L_ Q E E wo Wo >o � � z® ❑a 0 X0 K Q 00U ❑ d N ao Qo WM c < or m� p° - v J U "� z <'W al ¢ ° o z go W LL �w �k (j �o a C.0 �T OR Ov .0N � W c� .! LO a� T_ L L m 0 _ T 1 T o LO y Lo L) C T 4-Lo CM o m Z r E O w CV •— z f° a E o U a ca Q p m JOB NO: 20-1783 SCALE : AS NOTED SHEET NO. 6 T7,1 ---- rii - ,r I I CJ1 CJ3 UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" B HETA16 1810 9 - 1 Od x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 1 400 320 8 - 8d RT3 345 305 1 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 112" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 1 Old x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H HTT4 3610 3105 5/8" ANCH. /(18) 10dx1-1/2 HTT4 4215 5/8" ANCH. /(18) 10d x1-1/2 J HTT5 4350 3740 5/8" ANCH. / (26)10dxl-112" HTT5 5795 5/8" ANCH. /(26)10d x1-1/2 K HD36 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L HD5B * 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5350 --- 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 10140 --- 4 - 7/8" DIA. BOLTS N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8-10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 -16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 1Od x 1 1/2" MTW12 1195 1005 14-1 Od x 1-1/2" S MTS16 990 860 14 - 1Od x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 990 860 14 - 10d x 1 1/2" MTW20 1195 1005 14-1 Od x 1-1/2" U MGT 1 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V LGT2 2030 1750 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1550 1550 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-1Od x 1 1/2" 8P1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1 1010 605 12 - 10d SPT24 1090 12 - 10d HCP2 1 590 555 12-1 Od x1 1/2" HHCP2 680 570 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 10-17-19 LOADS — ROOF = L / 360 FLOOR = L / 480 W/ 318" 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 CJ3 CJ1 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (A) OR 2 PLY ;ARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (-). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 1 1 11 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR CONT LEDGER) (A) T$ INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. aREFER TO SG2A/ST3 FOR ADDITIONAL EMBED ANCHORS SEE SHEET D-1 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-B1 SCALE: %4"=V-0" 0 O C, c - . CSC' E Z4. "j Q �J� G ., oR O F /�`f'°ftffltt�l4tl1,►1���� ` To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H W 00 V E 00 o 'oNID r- N I0, V 0 O C)O pr cO -j M N N C W LL * (1)(h 07 ik 0 'O J W J - _1 W N LL 7 d M a N C', W lfLin�� N OLL a a-K .0 or O z z W ra ma�o_ x0O m m J W _ f0 O O:QWcn LLW cn 00d�"N Q z U 0z r 0 ❑00 Z N O 0 0 z(D Co� z Q � 0 2 N o N 2 fi3 U !Jj Y W a n o Q — -m O Ln W F = E W& TT wig r— O N W � O U ` E zl�y !!= C) p Q • O co w z M o J LL E C (6 zo oo >o �dN CL E u w? z 0 oa (6� Q O E N X . a F o ao VO � U 0 4 az a) ¢� XW W, _ (O CID C:0 C z y h m o 0, Z , r z C%3 J a z u) o¢ ao W Q K zw N F U �o ap Z =3 r � i o I� O V ui� ¢ zIa Oo 0 `CV = n L cc 0 .! LO r ^ L,L � O >_ o O m T' o 0 O O r U-) oLO r m M T M N o Z Z E O vi r N c d U q p J JOB NO: 20-1783 SCALE : AS NOTED SHEET NO. 7 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6, Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10, Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load / . O Safe vertical load Safe horizontal load _` GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 8F44 1 B/1 T 8F40 16/1 T 8RF40013/1T 81`321B/1T FORM & GROUT SOLID '7 e . _7 Q O W 0 /5 BAR CONT. 8F12-1B/1T O "T LINTEL DETAIL SCALE = N.T.S. I I Tt"t_ tJCJIk1IVfiI IUIN F=FILLED WITH #5REBAR ATTOP MIN.(1)REQ'D ALTERNATE POWERS GROUT /U=UNFILLED ° = R RECESSED J CLEAR STEEL LINTEL QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY = d M.U. #5 REBAR AT TOP c7 w ° MIN. (1) REQ'D ° 4 1-1/2" CLEAR 6F16- B/1T a N Z_ Z a D T a GROUT x � � QUANTITY OF NOMINAL.5 ° REBAR AT N cn = — m W ° 4 C.M.U. WIDTH #5 REBAR AT < O BOTTOM OF a z ui 4 _ TOP LINTEL CAVITY w W 0 m( U, IL 'A NOMINAL -—BOTTOM o o _ Z� HEIGHT REINFORCING Q LL c7 ¢ Z S 7-5l8"ACTUAL PROVIDED IN Z— p W D D 8" NOMINAL WIDTH LINTEL ¢ _ " b 3 #5 REBAR AT BOTTO (VARIES) U) Ln it d �° �, Q° AS INDICATED MATERIALS cTf pregs!1mtels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications O O 4'-6" LL 4'-6" LL (i) 5'-10" LL LINTEL PLAN - ELEV-B1 SCALE: %4"=V-0" nit , �I (C==D) iW P411�� J a •f r•G4' SE i> V ••�� � < • �O �_ •• 7 FL '•'� 4k s • ��, R O F E 3 S Oa\ �l"1111ltP!El1t1`���� 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. MM 0 / E aoo 0 co N ik CD 9 m N n [O ik m u- 0 N M S LL u LL o_ Q UI c`) >='ii3 W °•a ILXU Z vU)ol 0 o Ma)o_ W Wm0 W Em Z LL ILW iJoa °'�°No It < co < OF J Z U U ❑CJ❑ Z N O o Z v Q J fh d O n' Z @ c CD W , t lL L w o p a �V) w H = 8 tlr6 1--o (> m 0 w W ` E O 8 a �'`•. = zI C) o m m �m ti co co J ¢ w Z co co J z O m z � LL_ E z o z S o a cu @ x1 U O Q �o o� ZN O 4% L o a o ¢ z M C o Y U 'o O O � Zz Z N .I m CJ� Q W � N WN u) ?� ow m 50 d U a m w oz 3 F J J O O x zI< o U �N 3:0 J _ L / LO W r� ^ O CL O co TZ C O r— T I.() o ^ .— ai E Z. M r o to Z r E 0 vi N r Z a1 C a U Z Q C J JOB NO: 20-1783 SCALE : AS NOTED SHEET NO. 8 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 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 Y2 INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES; OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 2. 2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 61TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1. 2. 6. FLORIDA BUILDING CODE (FBC) 6th ad. (2017) AND FLORIDA BUILDING CODE 6th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS, 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1 ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2. 1. 6. UNIT, WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2. 3. 1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ed. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS, 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-I-P CONCRETE NOT EXPOSED: 1 y„ GROUT FILLED MASONRY: 4„ 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. MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (fc) DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4. 2. 5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ 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 7116" STRUCTURAL 1, U.N.O. 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 V 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 = 1,850 PSI Fc= 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4. 7. 3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4. 7. 5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3116", AWS CERTIFIED WELDERS, CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4. 7. 6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4. 7. 7• THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ed. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement; retreatment is required. 9. FBC-R R318.1.5 - Concrete overpoui and mortar along the foundation perimeter must be removed be ore exterior sot treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by i 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 5'-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%8' 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 /". 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. If <� tr. r 5 �. F�°� �0 ESS1a�a To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. F Q oo O N co oo O V V O O O m co N ft C% FA 0 J � N N N � � LL , c" N J xt y rq �5�N�2 LL LL a a c� ri c) i.L C'52 a' uj a it Q .Q Z o Z aU)v C) I= mo_ M m o mg W 0 ',EE°'rn <po. ILW'Cc Z LL m NQcc)iz V 0 Z < U ❑1-1❑ (D M � z N O � N z o � J M (- o (3) LL 4 t� U U% Y ''' - n a 0C) N V c E o � � Lu m r- OUz 0jo _=m C.} 'o N m In o o ffi M M z 2 o s z J LL ;z E E z � W o z Z N N Z© oa ro o K O o o o o az o ra � L <o 0 ¢ rz t0 rA C c O y �o m g o o' z� J o� �rwn 0)¢ W 3 a o Z o go wg a �w T =k ZIa ¢ x o : � N >� ai � nL W m 0 ' = LO E L0 > C L O /1 L.L 0 (� /11 m c 2 �W r O O T T. O TM_ � I.w7 � OM T (D ccaa w : \ �i N o Z z E O E T ca 0 U J Qco J JOB NO: 27-1783 SCALE : AS NOTED SHEET NO. S N --7171- el�7-11,F]!�iV1- ICI CORNER OF HOME GARAGE SIDE ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE Oli J 15/32" CDX m Q PLYWOOD OR co 7/16" OSB RIDGE LINE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. EDGES & 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAYBE 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" + + + + +++ +++ + + + + +++ +++ + + + + + + + + + + + + +++ + + + + + z +++ ++++++++ + Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" or 7/8" 5000s 1.811.7 wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.811.7 wood panels 2x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) x Filler blocking ° 1/8" gap 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING %" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * over squash=20 blocks and Non -stacking walls require additional wall or beam below.* consideration. Check local building code for appropriate �1/16" details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side 10'-0" at bearing. TANK -LESS W/H 5'-0" STUB -OUT FOR GAS METER 0 O N H C G 000 a _ o ° - a � � U O • 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'-Y (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). * SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block / (2x4 minimum) --/ Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Ilse 3" /10d) nails at 6" o-r.. Q'/ Provide adequate bearing for each lapped joist. Odnails SECTION @ INT. BRG. WALL N.T.S. NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges ° , ° FILL CELL STD. 90° HOOK BOND BEAM w STD.90° CONT. #5 CON¢ AR #5 BAR B� HOOK BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM v BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKINGITJI 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 (C-1) INT. BRG. WALL N.T.S. 1/8" min. }Small gap 2" min. 2" max. � 4" max. 4 Clinch nails when possible Tight fit — L [1 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate 0 BCI5000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5- d BCI6000se BC16500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d - Hangers with side nailing. -Hangerswithsidesnotcontaining WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads 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 blocking and wall or beam below.* �When joists meet over wall, provide 1 3/4" minimum bearing for each. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration.— rl 6"" A 1y" ROUND HOLE MAY J �6„ 6„' A CUTANYWHEREIN 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" NOTES: DO NOT CUT HOLES LARGER THAN 1Yz" ROUND IN CANTILEVERS. 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1�" 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. SIMPS( w/(22)' NAILS 1 5/8" � THRU BOLT SIMPS( w/ (22) NAILS 1 R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION WN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION Joist ]-Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Jc Backer block (12" wide min.) Nail with 10-10d nails. \Install tight to top flange. \ I Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist p depth I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM ° SEE PLAN FOR <• a . • a . •, FOUNDATION INFO a ' STEM FOUNDATION GRADE REINF. SEE PLAN a F, N n .a �-1rrr�rr�1_I �A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION "'MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. ® LOCATION OF SECOND H10A SIMPSON H10A (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE PIPE VERTICAL THRU FND. TOP (2) #5's x 4' -0" CENETERED @ PIPE PENETRATION A G a PVC OR SCH40 SLEEVE r—PLUMBING LINE Q L a z • a � .. SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @PIPE PENETRATION PLUMBING LINE 7 d p [Al a. a as G a �4AA SEE FND. PLN. SIZE & REINF. I 0 0 lLrL- fr � 0"E S s l ovX A To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. to F Q co8N�W 0009 07 (O N J E So 0 ti% �C�( LL * w :3w tJi d �: C) w vi Z-0U)0' 0=o 2ar8 amo m� -a W �O mo�Q E 0 a o a �` LLW N Q O a M Z N Q O V ❑❑❑ W M c 0 M C CO N z o � dmpmqk (D J M d N 13 N o �-.r�� U LL t v Vi Y w a a O c o as U 00 m w = f o co w M M m oz z 4 LL_ Q E E OV z o Wo z > NO zo aN z0 oa WX 00 C. CDE N OQ a p ¢zo a Z �w Y 0 � N J "m �� 'aw Mm 3 U 0� �0 go az �F oz 3 C> o o < w X0 ao a= < ° CV J >� 6 of W � O .! Ln Ln > r^% 0 r1 LL 0 m (0 O ° T O LO O T ai cM o m � T N Z Z E � E m c`u r_ a c°o ¢ o 9 JOB NO: 20-1783 SCALE : AS NOTED SHEET NO. SN 1 FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 �(TYP.) VARIES / V (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS \ f HGT. FOR WALL HGT. <_ 8'-6". (2) @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE.-71 ;a 2x P.T. PLATE 1/4 DIA. X 3 1/4 TAPCONS @ 24 O/C & @ 6" MAX FROM END OF 2 x PLATE (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH co PITCH > 4:12 0 ° (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT -11—I I — 11=1 1° a ° ° 1 =) I I=11 �1I I- CD T�Ti=i 11=1 ;- FOR ROOF PITCH 4.12 OR LESS. ' 1 1_I I I=I I �I I —1 P • I F PRE ENGINEERED WOOD ' -I I ,I I I I I= ° �— TRUSS @ 24 O.C. U.N.O. HURRICANE ANCHOR @ EACH III III=I I ��=1 I III —I TRUSS (SEE UPLIFT SCHED.) W/ 8" � I METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT I GG NAI ING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE "X" @ GARAGE Nq W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA ABOVE) W/DRYWALL EE SOFFIT SCREWS @ 7" O.C. SHEET CEILING & $" O.C. WALLS 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL U.N.O. CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB ce) AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 '" a NOTE:EXTEND w1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH"BELOW GRADE C 'E v r _ r °> I co M _ 6 MIL VAPOR 11 Eo o 11= I = = z BARRIER ; C �r 4 COMP. SOIL. (COMPACTED TO 95% I I MODIFIED PROCTOR 7 I ITT1= ASTM D1557) 3" MIN. CLR. ON #5 R CONT. CHAIRS TYP. 1'-4" (1 STORY) STD. 90 HOOK SEE U.N.O.DETAIL) U 4„ V-8" (2 STORY) ) 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 M ' �---' I I ;III-11=1 I I � ' • : ` • I 1=1 I I- �' "' . -I 1 I -III 4 �' I l=III �.a . •. ':: III=1 -I F I .., . -I 1I- I�I OI I FOR REINF. INFO. II I 1lII,1, 11131' MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. I 'INFORMATION. 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES a _ a d a d. d a d a GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 1/2" 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. -A- ,vr 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5!8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS 5 „ „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) (U.N.O.) (OR GYP. TYPE X @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ ABOVE) 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 STUD BELOW TOP PLATE STUD BELOW SIMPSON SP2 w/ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. SHEATH ING'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. < 8'4% (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TJAND' WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > T-6". (ALT: 1/2"xl2" TITEN HD @ @ 3rd PTS FOR WALL HGT. > 8'-6". SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE AINSULATION 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 SLAB &BLOCK IMPSON SP1 w! (10)10d NAILS "SIMILAR AT FOUNDATION IMPSON SP1 w/ 10 10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS T( ) 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATIO (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WIL2x P.T. BOTTOM PLATE ELEV. 0'-0" OR 5/8"x10'WEDGE ANCHOR @ 24" INCLUDE THE WALL2„x6W1.4xW1.4 ATTACHMENTS 6x6W1.4xW1.4 A.F.F. O.C.) WWF OR FIBERMESH WWF OR FIBERMESH 3 1/2" MIN. 31/2"MIN. ELEV. 4-3 1/2" h? ' ' v. A.F.F. Afa ° . b ° I -I I 1=III= I'31/2"(min.)- 4" b ° I I -I 11= I == 1/2"(min.)- 4" D e e' =m A •' -I -III-III - A 1= I-1II- `" 31/2"(min. - 4" III= -Ill I = ' 31/2"(min.) - 4" -fI 11_ -� I I I - -I 11=1 I -III- -I i►-I I� I I -i I -1 ff III III-Tf 11 III-ILI �' =1 l -I I J LT�-I I =1 11=1 �I (2) #5 CONT. 4„ 1 11 I i 11— I —I I 8 (2) #5 CONT. 4„ I I I ,l—�61 I 11 8 U.N.O. MIN. U.N.O. MIN. TYPICAL BEARING WALL @ STEP @ SHEARWALL K"—C� TYPICAL BEARING WALL @ STEP rCC "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=V-0" S3 ecS �-os�c����� M 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C Mx�\�ozs �oo�N ROW 2x BLOCKING MID HGT. LOAD BEARING OR INSULATION PER FBC AND ENERGY c (1) @ EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' NOTE: FOR WALL HGT. _< 8'-6". (2) 1 "x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE SECTION C/S3 FOR ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION 1/2" GYP. WB (MIN.) @ GARAGE SEE CC/S3 OR G/S3 FOR ANCHOR 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 SP1 w/ SIDE IF APPLICABLE. BOLT INFO. 5/8"x6" "J" BOLTS BOLT x W S BOLT @ 24" O/C W/ 2"°X 3/16" PLATE WASHER TYPICAL PLATE 3RD LAYER 1/8" THICK. K.O. BLOCK (10)10d NAILS 5/8"DIA. EXPANSION BOLT @24 " O.C. (IF NO UP LIFT ON @ 24" O.C. VERT. OR 2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD SPACE ANCHOR 3500#, MIN. TENSION 2600#) * SIMPSON SP1 (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 BOLTS 6 MAX FROM " 6 x 6 W1.4 x W1.4 E w/ 10 10d NAILS ( ) - c., 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR Q wF END OF 2 x PLATE WWF OR FIBERMESH r , TYP. r ASSUMED FINISHED c PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR uj U o a t a GRADE N , P . u '� z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi [GRADE 60 MIN. Fy= 60ksi] =1 a _ _ _ _ —III—III—III a m p .. D _ _ _ o 1 I— 1 III MONO OR STEMWALL FOOTING MONO SHOWN o o z r, — — — -' �I I ° p. FINISH GRADE 25" MIN. LAP [30"MIN. LAP] a I-III=III= I ' �-;1 I ITI I II I I I I11 ' a • IL _III -I 1111= �- I I_I 11=1 II' FOR CLARITY o D D oo -I 6 MIL VAPOR BARRIER III T=1 I I I p D . A _ - _ _ I I l I I 111 I I I—_ 11 -f 11-T=III- _, O0 '- #5 REINFORCING BAR R 1 7/8" w -+I I - III I1-III- -I I I I=I I1 I I I- I_I I I I_I D �D D -I —I —I —I I ,I-=�Tf I +I I hI I f r z #5 LAP SPLICE (2) #5 CONT. — NOTE: D° --I 11=III=1 1=1 1=1 1=1 g -1 a i 1=III-III-III-III-III= N I I I 1 *FOR BEARING WALL I=III=III=III=III=III= I T COMP. SOIL. (COMPACTED TO -1I W/ UPLIFT ONLY — _ _ _ =i 95% MODIFIED PROCTOR ASTM --- - --- — —------- =i II III-III=ITI=111 III -III= III-III-III-i=1=1=1=1 I=1=1-III=1 I I=1-I I I-III-1 D1557) — 11-111-111— I I— 11—I 11— =i III=1 I =1 I=1 =1 =1 =1 =1 =1 =1 =1 I =1 I 1=1 I F 4° V-4" FRAME WALL TO C.M.U. WALL CONNECTION rD� TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" ° ' d GRADE 00 _ _ r—III—I r I ' ' ' _ =(1) #5 REBAR w/ OPT. ' 111=11 —I I I= I NIP, NIMNI 111=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS ?: ' T .. Cl) I_I ITI_II ITII _. 1T 11 I -III • ' : r _I60 1-41 I- :I I II I II I :•�: I-1 L� II III- SEE A/S3 OR J/s6 =►III III=„I I III++III= FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0'-0" J CONT. BEAD SEAL)* INTERIOR a ` d -3 1/2" CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB � e OP N i I-ITI= _- M 6 MIL VAPOR ' —III—I BARRIER 1-111, 8" 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 1'4" 8" (TYP.) 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL W/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SEE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) ( ) r WWF OR FIBERMESH SEE ROOF PLAN S.G.D. U.N.O. 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. . CONNECTION INFO SEE PLAN FOR Ah &LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN (2) HTS20 - FOR STRUCTURALT BEAM SIZE & CONNECTION INFO I + w 2xaP.T. + 2x4 #2 SYP P.T. FRAMING w/ PLATE ins MIN 7/16" O.S.B. SHEATHING O.S.B. z0 ATTACHED PER NAILING w f= SCHEDULE COLUMN LOCATION ¢ w 6x6 P.T. #2 SYP � w o w ABU66 CIO —2X STUDS @ 24" O.C. U.N.O. SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS GARAGE COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 AT 8" O.C. �1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN W/ DRYWALL SCREWS @ 8"O.C. I ATTACHMENTS —INSULATION PER CHART SQUARE CMU BLOCK BASE, ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT 6 x 6 W1.4 x W1.4 `I w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) r WWF OR FIBERMESH a BRICK PAVERS or SLAB PER 4L�4" 1 INTERIOR WALL SLAB STEP NON-BRG. rK SCALE:3l4"=V-0" S3 V-0" FIN. FLR.A COMMUNITY SPECS e, SEE FOUNDATION L=p CONIC. PAD INFO. TAPERED COLUMN FRAMING CD12 SCALE: 3/4" = V-0" SEE A/S3/J/S6--`�_"`�;T"='i g„ FOR REINF. INFO, l OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD CONT. FOOTING STEEL MAT REINFORCING. r ' co z GRADE a ° M c�LLJ;III=III a. 1=III=III=III=1' z w o F9I I -I I1=1I1 :111=1I w Ll- U 1- ° a 14— ( FOOTING W III-III-i I -III -III III -III -III_ U Ii II I II 1 BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. 13 LR� 0 O a�3milll it,10`��� � OESStO�`� �flli'II1111 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 Enginee s signature and seal. V)Co Q 0 O O O O (Coo pp (D # N v ✓s C, 04 N cp J ° N M ��a LL �- a LL vi N N M W U uu W aa.X 0 >. CLL ,.'. z 2 Z z Ya,9 moo CO J W C: 04LO 2 E� rn o a Zrn N p 04 It O N U 0 Z U J ❑❑❑ W z N O z o 63 a U) OT N M N Z a 0 (3) _0 L� T CA w 0 n (/) c o o � wigw � U 00 E o to = ¢ � o 4m o w M a S a J Li cu a E o �� �.0 z } o an Za ocu a �— — � RO U o�F a 00 p oQ C:)O p Q d Z L ru C _ C 0 Y U °m m O O ¢ z, 0) � 4z g. to z F1 p < LL Z z a O �w U0 oz J _� w >° CD za a 03 0 `N = Q >� L � LA � ^, W m c� .! Ln LO N � C �L o m c T T Lo Lin O ai ca r M iri N o Z z E O E (n r Co a U -j ¢ p � JOB NO: 20-1783 SCALE : AS NOTED SHEET NO. S3 (MONO) 0 \:TYP) SEE ELEV. SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION - CONNECTION SCREW OFF CAP (3" DIA.)—� DOUBLE 2x TOP PLATE 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3) 12d MIN. EXTENSION FROM TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY „ 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 WALL IS 1 1/2 MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL rT� SCALE: N.T.S. S4 SEE TYPICAL WALL SECTION 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/ (3)10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER I STUD W/ (3) 10d NAILS 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 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) L-ROOFTRUSS PLIFT CONNECTOR (SEE SCHEDULE) OISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL CL TO DRAIN EXTERIOR WALL WALL CLEAN -OUT q SCALE: N.T.S. SLI 1 ST COARSE 2ND COARSE 3RD COARSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D S4 SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK WI (1) #5 FOR CONCRETE PLACEMENT d a n °0 4 4 a O d u 8STD.90°HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 0 FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. t� SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4„ FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J J Q Ir w > 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. d SCALE: N.T.S. d 8 a a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. T�� S�Fp 0Ol'L �N 2x CRIPPLES @ —� 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 wl (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" -- O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET FOP a iARAGE IOOR vvvn r nn�.r� W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1)LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR GREATER HEADER 1 '—(2) 2x HEADER SEE PLAN INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. 00 OR { SIMPSON HTT4 TYP. O,o U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 12 (TYP.) SEE ELEV. SIMIf'SON SP2 w/ (12)10d NAIL AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED BOUNDARIES 6" O/C EDGES & 8" BLOCKING (" 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 WEBEt (24" O.C. MAX) w/ MIN. 4" EMBEDMENT 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, 900 HOOK IN K.O. BLOCK _Mp�_ TYPICAL INTERIOR NON- ALT. KNEEWALL ABOVE MASONRY WALL DETAIL E S SIMPSON SP4 2X TOP PLATE r OVERLAPPING / TRUSS BOTTOM CHORD OR 2x4 'BLOCKING W/ 2-16d TOE NAILS @ EACH END w c� 2x TOP PLATE V `n 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. SEE A/S3 FOR STAGGERED FROM BOT. REINF. INFO. PLATE TO CONCRETE SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF SPLICE STAGGERED • M • �4! O/STD. �• • ' �10d @ 8" 0/C ATTACH ALL J EXTERIOR STUDS 4 W/ 16d TOENAILS T076P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. �+ F= 2240 LBS J�F SIMPSON C SIMPSON SP4 SP2 P.T. ATE TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL a SIMPSON SIMPSON SP4 —, SP2 -, NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 INTO TRANSOM FRAMING SIMPSON SP4 BEARING WOOD FRAME WALL SCALE: N.T.S. S4 ,J 4 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 • HTTS w/ (26)10d NAILS (4670# SPF) • DTT2Z w/ (8)1/4" x 1 1/2"SDS (1835#SPF) o ° ° o • HDU2-SDS2.5 w/ (6)1/4" x 21/2"SDS (2215#SPF) • HDU4-SDS2,5 wl (10)1/4" x 21/2"SDS (3285#SPF) HDU5-SDS2.5 w/ (14)1/4" x 21/2"SDS (4065#SPF) • HDU8-SDS2.5 w/ (20)1/4" x 21/2"SDS (5665# SPF) ° _ • HDU11-SDS2.5 w/ (30)114" x 2112"SDS (6865#SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER &NUT 9 • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & • NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER &NUT • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER &NUT ° HTT / HDU TENSION TIE rN SCALE: NIT S4 10d NAILS @ 6" STAGGERED SIMPSON SP1 SIMPSON- J-BOLTS @ 24" O.C. SP4 MAX 2X P.T. PLATE ROOF TRUSS ABOVE 2X BLOCKING o I I d 2X8 P.T. BOTTOM P TE G' 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 " a a 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING ° ° BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES ° E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY­-5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR� SCALE: N.T.S. G� SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF SPLICE STAGGERED • M • �4! O/STD. �• • ' �10d @ 8" 0/C ATTACH ALL J EXTERIOR STUDS 4 W/ 16d TOENAILS T076P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. �+ F= 2240 LBS J�F SIMPSON C SIMPSON SP4 SP2 P.T. ATE TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL a SIMPSON SIMPSON SP4 —, SP2 -, NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 INTO TRANSOM FRAMING SIMPSON SP4 BEARING WOOD FRAME WALL SCALE: N.T.S. S4 ,J 4 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 • HTTS w/ (26)10d NAILS (4670# SPF) • DTT2Z w/ (8)1/4" x 1 1/2"SDS (1835#SPF) o ° ° o • HDU2-SDS2.5 w/ (6)1/4" x 21/2"SDS (2215#SPF) • HDU4-SDS2,5 wl (10)1/4" x 21/2"SDS (3285#SPF) HDU5-SDS2.5 w/ (14)1/4" x 21/2"SDS (4065#SPF) • HDU8-SDS2.5 w/ (20)1/4" x 21/2"SDS (5665# SPF) ° _ • HDU11-SDS2.5 w/ (30)114" x 2112"SDS (6865#SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER &NUT 9 • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & • NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER &NUT • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER &NUT ° HTT / HDU TENSION TIE rN SCALE: NIT S4 10d NAILS @ 6" STAGGERED SIMPSON SP1 SIMPSON- J-BOLTS @ 24" O.C. SP4 MAX 2X P.T. PLATE ROOF TRUSS ABOVE 2X BLOCKING o I I d 2X8 P.T. BOTTOM P TE G' 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 " a a 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING ° ° BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES ° E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY­-5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR� SCALE: N.T.S. G� ROOF TRUSS ABOVE 2X BLOCKING o I I d 2X8 P.T. BOTTOM P TE G' 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 " a a 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING ° ° BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES ° E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY­-5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR� SCALE: N.T.S. G� o — Q i �J " ,,,••F 1.0 •• 2 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. 0) cc t- N CO Tt O O O tm co N V Lo J M N (V c u7 N Il. N # m to ro 7 J u- a- LL LL Q N ' M W y ai i� a Wa z 0 (L >L Wo i a o C)m- w 2 EC � o N us 3 -@ N O N<CMZ U J z ° ❑❑❑ W M e- M z N O 0 0 Z N o� z J M d N c� M 0 0 T Cn Y o a G)0we c/) V) c E �.. � � o U m Rig r— m O I� •.. = N lo Y o 0 co o W Z wz �o QE�o ca _® O -o o< S 8 dz CV a? L Wz p ¢ o J m g no � -ai z Y m''<W a Z N a 3 �w 8� Qo a" �w LU v 3 � az 3 o m �O ct °z ¢ am ou c �N = ` > d' J ai W � c� .! Ln LO ^ CU T O CD /I1 m c T 0) ■ T J *— T 2 I.i) LO T M o (a Z T E O ii CV y r Z cc c a v Q O = JOB NO : 20-1783 SCALE : AS NOTED SHEET NO. S4 SEE STRUCTURAL NOTES AND BACKNAIL W/ (2) 16d NAILS NAILING SCHEDULE FOR TOENAIL W/ (2) 16d NAILS SHEATHING DETAIL 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND @ 24" O.C. NAILING SCHEDULE FOR TOP CHORD SHEATHING DETAIL BLOCKING FOR FIRST FOUR SIMPSON H1 OA w/ (18) BACKNAIL w/ (2) 16d NAILS 1Od x 1 12" AT EA. 2"x4" SEE STRUCTURAL NOTES - OUTLOOKER 1 OUTLOOKER AND NAILING SCHEDULE @ 24" O.C. FOR SHEATHING DETAIL ROWS OF 45° ± 24" MAX. TOP CORD BLOCKING 45°± 2X4 CONT"L" BRACE TRUSSES @ SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2)1Od 3" EDGES OF 2x4 CRO BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" 0/C. CMID HEIGHT SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE 48" O.C. EACH JOINT W/ (3) 1 Od AT LEAST 90% OF WEB @ 8'-0" 0/C. OTO EXTEND AT LEAST 90% OF MAX. & (2)10d TOE NAILS @ 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 @Nz BLOCKING — ATTACHED W/ 10d EA. END NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1OdX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS 7 1 SHEATHING ATTACHED '7 INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ 10d NAILS @ 6" O.C. w/ EDGES AND 12" O.C. FIELD 2x4 ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) FASTEN WITH 10dx3" @ 4" O/C SPACED @ 48" O.C. 71[ INSTALLED PER MANUF. 2"4" P.T. SILL NOTCH "L" BRACE HERE MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)1 Odxl 1/2" NAILS AT 6-0" INSTALLED PER MANUF. PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 1Odx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"x2 1/4" TITEN @ 4'4' O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" 1 EMBEDMENT IN KO BLOCK GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) 1Od NAILS & (4)1/4"x21/4" SCALE: N.T.S. S5 SCALE: N.T.S. TITEN ON OUTSIDE 15 SIMPSON HGAM1( W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4 1 /4"x2 3/4" TITEN TO CMU BACKNAIL W/ (2)16d NAILS REFER TO DETAIL J _ ON SHEET S5 FOR SEE STRUCTURAL X-BRACING, AND TOP r "' NOTES AND NAILING CHORD BLOCKING N SCHEDULE FOR INFORMATION to 00 °° SHEATHING DETAIL 1 1 1/ 2"x4" CROSS BRACE WOOD TRUSSES I" 00 APPROX. 8" FROM RIDGE FASTENED AT 2x4 RAT RUN BRACING ■ EACH JOINT W/ (2) AT 24 O.C. ON TOP Of 1 2" 10d & (2)10d TOE BOTT. CHORD FOR 4 TRUSS SPANS /� NAILS @ EA. END ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS WI 1) ROW ( (3) 2" x 4" LAMINATIONS W/ (1) ROW " (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF @ 48" O/C FOR THE FIRST (4) ROWS OF 2x4 BLOCKING 24 @" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. O/C w/ (2)16d (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL END TYP. TOP & TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2) 16d TOENAILS MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH SIMPSON H1 OA w/ (18) SIMPSON SP4 w/ (6) 10d x 1 Od x 1 12" AT EA. 1 12" AT EA STUD (USE BACKNAIL w/ (2)16d NAILS OUTLOOKER SP6 FOR 2x6 WALL, USE SEE STRUCTURAL NOTES - SP8 FOR 2x8 WALL) AND NAILING SCHEDULE FOR SHEATHING DETAIL 2x4 OUTLOOKER @ 24" O.C. (OPTIONAL - SEE TOP CORD BLOCKING FOR FIRST FOUR ROWS 4' MAX. ELEVATIONS) OF TRUSSES @ EDGES OF SHEATHING TYPICAL DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT W/ (2)1Od & (2)1Od 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/ 1 Od NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD END TYP. TOP & (2)16d NAILS 2x BLOCKING BOTTOM ATTACHED W/ (2)16d TOENAILS 2x4 PANEL BLOCKING @ 48"A O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM 2 4 "T" ON TOP OF PANEL SIMPSON H10A 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) r-GABLE TRUSS —1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C EA. END TYP. TOP & BLOCKING, FASTEN WITH SIMPSON HGA10KT w/ (4)1/4"x1 1/2" BOTTOM ATTACHED w/ (2) 10dx3" @ 4" O/C SDS SCREWS TO TRUSS & (4) 1/4"0" SIMPSON SP2 wl 12 10d 16d TOENAILS SDS SCREWS TO PLATES AT 36 O.C. NAILS AT EACH STUD 2x4 LEDGER (MATCH BOTTOM DBL. TOP PLATE CHORD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 SIMPSON H1OA w/ (18) 1 Od x 1 12" AT EA. 2x4 OUTLOOKER OUTLOOKER @ 24" O/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ 24" MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB lo LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" (2)16d NAILS OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4 DIA. x 7 LAG SCREWS OR EQUAL 2x4 "T" ON TOP OF PANEL) OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" 0/C (2)12d TOENAILS EXT. WALL CONN. COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARING LOCATION B.U.C. SAME NUMBER OF ROWS, D U 0 S, SAME SPACING) SECTION SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 9 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)10d PER JOINT 1INIMUM 2x OVERLAP TRUSS BRACING 'ROSS BRACING PRE-ENGINEERED 5EE PLAN FOR WOOD TRUSSES AT LEAST TWO TRUSS SPACES OCATIONS) 10dx3" O/C @ 2"x4" TOENAIL 6" O/C RUNNERS W/ (2) 16d TYPICAL (2) 16d PER NAILS JOINT L- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rj_"� 12 6.9 1 MAX. SCALE: N.T.S. ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. 1 GABLE TRUSS SrJ "L" BRACE W/10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 S5 `CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. -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) 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)1 Od WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) BRACING w/ (3)10d x 3" AT • EACH CONN. @ 24" O/C SIMPSON HGAMIOKTA w/ (4) MOISTURE BARRIER 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"x2 3/4" BOND BEAM TITEN TO CMU Pk7ARCHITECTURAL MASONRY WALL FINISH EXT. WALL CONN. 0 NON - LOAD UNEVEN CLG.) BEARING LOCATION (rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-0" - 6-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS v GABLE vEND BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION 61MPSUN 5P1 W/ (12) 10d NAILS AT EACH STUD ENDJACK 1 V-0" MAX. yA 9C'f � cr_ CORNERJACK U a U IZ W z CY 0 U HIP FRAMING REFERENCE PLAN 0 z W a. 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/ 1Od NAILS @ 4" 0.C- TYPICAL GABLE TRUSS WEB -/ SINGLE "L" BRACING DETAIL s SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2)'T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS a 2� /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 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 �-Il O u O W i t 1.1111110 tip:•• �.�, }�; �`�! .a �S' F 1-0 �0FEO� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential Bth Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. F• �8 W E N (D N_ UO ® N � N LLL I_(1) 00 �''W az_.�p �. J LL J L LLN 2 LL a Z g, a wLL -0cl) o :4 c Cm m O V Z0 co'It Z CA N p Q M Z U0 J a ° ❑❑❑ w M � � z o 10 QNQ Q Q M — � N N M z U o N a--+ f6 L w o o v) �N o~ E F N agow U m 0 link U o y C N d ®0 • o o w M J U_ w = S z E Q 8 g jr0 ¢¢o z¢ z® oa w� i-T(d X V &a 0 0U S< N L 0 Q Q wUZI ra rn= Z 0Yo, �m m g o >z (- n N -' <� < W �_ N � Q 0 go a 0w U < o o ;o CD o< za a 0~ U� �N 0 = . > J ui ^1 m � ,W .= L0 LO N T Q L O m = � T O r- N m �1 �+ ! E S"- 0 ') T ( � CV p Z Z E O E 2 r (6 a U Q p JOB NO: 20-1783 SCALE : AS NOTED SHEET NO. S5 1x4 1/2" DRYWALL DOOR JAMB (REFER —1x4 1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL UNACCEPTABLE INSTALLTION , 40 DOORJAMB (REFER TO PRODUCT P.T. TO PRODUCT TO PRODUCT PROPER INSTALLATION MAX. 8 � DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" O.C.. APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1 X 4 #5 REBAR (TYP,) ` � 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d 4" 1x4 P.T. 3-1/4" LONG X 3/16"0 FURRING 3/16" 0 X 3" LONG FURRING 2 ROWS 3/16" x 3-1/2" () FURRING #5 REBAR ` ' AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD @ O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCONSLL,2X8(TYP,) TAPCON @ 16" O.C. & 4" STAGGERED @ 16" ` ' BLOCK@ SPACING „ 1 DETAIL 1x8 P.T. FROM EACH END w/ MIN. O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH 1X8 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH 1-1 /21' DETAIL 1x8 w/ (2) ROWS 8d NALS 3 �� DETAI L STD. STD. 90' ` �� 90° HOOK (TYP.) @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. FILL BOTH SOLID HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" TAPCON @ 16" 1x4 P.T. DOOR JAMB (REFER TO PRODUCT METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL NOTE: EACH END W/ MIN TO PRODUCT APPROVAL FOR CONN. 1x4 SHEATHING DOOR JAMB REFER ( „ TO PRODUCT 2 EDGE DIST. APPROVAL F 0 OR CONN. 2x8 P.T. w/ (2) ROWS 3/16 OT OM OF BANDO JOIST TYPICAL APPROVAL FOR CONN. 2 ROWS 3l16" x 3-1/2" x 3-1/2" TAPCON @ 16° 1x4 () O.C. & 4" FROM EACH — —� TAPCON 16" O.C. & @ END w/ MIN. 2" EDGE DIST. FURRING +2 NOTC @FIRST COURSE SIMPSON HGAMIOKTA 12" O,C. @ 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ , - w/ (4) 1/4x1 1/2" SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 ` INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.C. 3-1 /411 DETAIL +5° NOTCH WEB AT THE FIRST 2 COURSES ` BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PER PLAN FOUNDATION FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. �S SCALE. N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN. A -A = 1610 # FOR 2 STRAPS ', ; FILL 1st 4 COURSES EMBEDMENT INTO BILK.) 1/4" MAX SOLID W/GROUT •" TrZ-0" 8" 1 PLY PRE-ENGINEERED TRUSS • " 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS ' BLOCK HEADER ARCH BLKG. & BUCK-----_--.• SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS ' . ' 1/2" DRYWALL * SCREWS & (5)1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) 2 x 8 45' DIAGONAL NAILS INTO (2 LEAVE A CUTOUT IN O.S.B. ON THE ' ' BRACE(S) x 8 2 x 8 BRACE/BLKG. INSIDE TO ALLOW FOR INSULATION • 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 1/2" ' BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. CONTACT ENGINEER of RECORD FOR FURTHER INSTRUCTIONS. ! ' •�' '� ' • SCRIBE (NOTCH) BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3) 10d NAILS AT EA. END RETROFIT TRUSS DETAIL OVERHAN : �` .;•:. :.:• •' CONNECT W/ 8d NAILS BRACE/ BLKG. .• N.T.S. •' ,, x 4 SOLID BLKG. FULL WIDTH OF WALL BTWN. OSI3 INSTALL WDW. SCREW ANCHOR\\__2( ) ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER INSTALLATION DETAILS A 4 MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF FOR OVERHANGS BETWEEN 3/4" TO 1 112" -A PROVIDE TAPCON PER WDW, INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO 2'-6" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD ' DOUBLE 2x4 SCAB FOR Z-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL (2)10d NAILS @ 8" O.C. ARCH DETAIL J 4' MAX. RAD. DTITEN CENTERED) w/ X OVFRHgN TO TRUSS TOP CHORD MIN. 4" EMBEDMENT AT16" O.C.O.0 + NCT j -0 r1 5 -O ,1 SCALE: N.T.S. SS 12 + + �/ PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24 O.C. + + + BLOCKING AS INISH FLO ° 2 x 8 BUCK - CONNECT TO BLOCK TION SECTION WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. ROOF SHEATHING ATTACHED + REQUIRED o o „ EMBEDMENT INTO K.) MAX PER NAILING SCHEDULE ALL TO SUPPORT TRUSS + p #5 BAR BLOCK HEADER 1-1/4 it SOLID BLKG. AT TOP BTWN. ARCH 2 0" 8" (5)12d NAILS SIMPSON + + SOFFIT + p . , D 10 a p 6 ° CENTERED W/ - °� 9 H IN TOP 1 X 4 FURRING BLKG. &BUCK 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS 2X4 SYP . s EACH TRUSS . P ° o o KNOCKOUT / N ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d .� s CONNECTOR �� _ _ PROVIDE 2 x 8 DIAG. BRACE BT VERT. BRACES WHEN HGT. OF NAILS AT EA. END PROVIDE (2) MIN. TAPCON AT EA. SIDE PROVIDE 2x CONT. W/ (3) 12d NAILS SEE LINTEL MONO FOOTING _ •t, .6p ° SIZE AND REINF. PER PLAN AND SECTION DETAILS BUCK - (1) WITHIN 4" BRACE EXCEEDS 24" JACK TRUSS PROVIDED BY SCHED. LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. tENTER SO IT DIRT — TO BE INSTALLED J BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL STANDARD q 90' HOOK EN SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN ° TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4%' WOOD FOR OVER HANG FILLED CELL 8d NAILS 2 x 4 SOLID BLKG.. (FULL WIDTH OF WALLS) START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") � a 4 , o I �o � � v INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL 4' MAX. RAD. WALL USE (2)1/4" X 31/2" TAPCONS AT 16" _, ° �� '° �'° �" '° o�.'°Sk ANCHOR INTO ARCH BLKG. THRUOSB INTO 2 x 8 O.C. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS ARCH DETAIL K B-B SECTION @ ENTRY L SECTION @ROOF EXTENSION M REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" =1'-0" SS SCALE: 3/4" = 1'-0" SS SECTION DETAILS 11 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 MUST BE PACKED WITH NON -SHRINK GROUT USUALLY ± 2" ( ) BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD � #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) OCCURS TOP WITH MIN. 3" EPDXIED w/ SIMPSON "SET" a Z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 6�-0" EPDXY MIN. 6" EMBEDMENT & ` SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER F F' 3" MIN. EDGE DISTANCE < FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP I'� NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE v A THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL , o n REINFORCING AS FOLLOWS: " ;. SEALANT -—I L— —III —I `L °- j PLACE LOWER HALF F MORTAR IN BED JOINT. DO NOT FURROW. PL C 0 MO I —_ — — —I III � P - - -� M g , #5x6 EMBEDDED INTO _ PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ ° — EXISTING FOOTING(2) #5x6' IN CONC. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL R — — — .: � ¢ rn rn FILLED CELL SMOOTH. DO NO FURROW. - D ° I• N DRILL 3/4„ x5„ MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6' MIN. LAP p TIT=III- GRADE o. p r - SET BAR IN EPDXY G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST b. SPLICE c.r p ` REMAIN FREE OF MORTAR. NOTE: Cl) z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. c� � • P • ` ` TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ' (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE 16" MIN. COVER EA. WAY 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 R160Of A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. j 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" FOR WIND SPEEDS UP TO 110 MPH', PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. I.I .il•I[ N L111 U I ;ml .-6.'1 - f L a � 0 eo•/ E ••o W tea. /`�../ ' • \C A Z N K ` O i •� e F 0 OFESS� �lry�f6lliSitt'�1•���` To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal, 0) w Q �r E 00 Co E t^p C:)N # O W N 0 J M N MD7 W LL W N ai J a LL 9LLN LL a U9 Q Cr M W >mLL3 aaOf Z a K O rn 0 �29 mm0 W cc ET aoa Z ILW N O LL' O N N Q M ZQ U � O0 ❑13❑ W z N O m z o J M d N � � z � a ru •U W On n 0 a 0 LA _ W � c E o o r_ ca °° W � 0 ' 2 v a Q 0co m ° W Cl) o� Z U_ E wa >o Ze 0 c�a U w° o oa 00 O I--• 0 - x U � 0 00 ¢ I aN ¢W, rp C 0 Y y 0 0 Z } Z m z rn CDoa 30 s? o a x 1- O Nw a Ww r }o l� C.0 OR d 3 N >� L � m ^' W � �> L / LO x T _ C > 0 a � r o rn O (� m :3T Ce) \ vi N o Z Z E O E r N � a 0 _j ¢ 0 JOB NO: 20-1783 SCALE : AS NOTED SHEET NO. SS CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB 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. —� /—WOOD TRUSS A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A —A PROVIDE 2X4 MIN. BLOCKING AT OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. "7A TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER USSES U HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC.MASONRY STEEL OR WOOD BEARING SUPPORT A —A ALTERNATE BLOCKING DETAIL a@ INTERIOR BEARING 3 SCALE: NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SIMPSON LSTA18 w/ (12) 1Od NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( SCALE: NTS 91MPSON HUC410 w/ 6d INTO HEADER & ( Od INTO BEAM - SEE tOOF PLAN FOR MOI VFO SEE FLOOR PLAN F COLUMN SIZE & BA CONNECTION INFO (2) 2x8 #2 SYP wi O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 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) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM a@ RAISED ENTRY MASONRY WALL 4 SCALE: NTS 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SC EDULDE/PON LANM OPTION B CONNECTION INFO — COMMON BM. TO POST ATTACHMENT � SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A r A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED CORNER a SEE FOUNDATION PLAN FOR MORE INFO 5" XX COMMON BM. ATTACHMENT SCALE: NTS SCALE: 3/4"=V-0" ju• SEE PLAN FOR CANT. �7/16" OSB FLITCH PLATE REQ'D ONLY WHEN INDICATED ON BM. SCHEDULE/PLAN OPTION C BM. SPLICE OVER �� CENTER OF POST MIDDLE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. KNEEWALL 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL EACH TRUSS TO NAILER W/ (3) 10d IF 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. BUILDER FRAME RADIUS AS REQUIRED CAI70V COnKIT 1AIA I I SCALE: NTS ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION SIMPSON LUS26 w/ (8) 10d NAILS • OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8)16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 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 g SCALE: NTS VARIES 2x STUDS @ 16" O.C. ROOF SHEATHING SEE VS5 FOR SEE PLAN FOR w w/ d ( ) ATTACHED PER ADDITIONAL 8d NAILS AT VALLEY TRUSS NAILS T BASE & SIMPSON ( 2x4 #2 SPF BRACING @ NAILING SCHEDULE OUTLOOKER 4" O.C. INFO. SP2 w/ 12 10d NAILS AT TOP EXTERIOR SHEATHING INFO. 16" O.C. W/ (4) 12d COMMON TRUSSES. ATTACHED PER 2x BLOCKING BETWEEN STUDS TOENAILS TO TOP SEE TRUSS PLAN 2X4 STUDS w/ SIMPSON NAILING SCHEDULE TO TRUSS W/ (2) 12d TOENAILS STRUCTURAL SHEATHING PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS EACH END ( BETWEEN TRUSSES ATTACHED PER NAILING NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR GABL LOW ROOF/WALL TO EACH VERTICAL SCHEDULENAILS SCHEDULE BOTTOM CHORD PLATE MORE INFO. TRUSS��< SHEATHING ATTACHED STUD PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d VARIES W/ VARIES SEE PLAN FOR WALL LOCATION 2x4 BASE PLATE W/ 1/2" PLYWOOD NAILS @ 16" O.C. ALONG W/ ROOF SLOPE SIMPSON LSTA30 w/ SIMPSON MTS12 w/ (14) 10d x (22) 10d NAILS OR (2) 16d NAILS TO BLOCKING WOOD WALL SIMPSON MTS12 w/ EACH COMMON BELOW @ 16" O.C. OR TRUSS. 2X4 CONT. W! (2) MIN. 2X4 #2 SPF STUDS @ (14) 10d x 1 1/2" NAILS TRUSS/ FRAMING TYP TOP & BOTTOM SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR TO FLOOR GIRDER NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C.xj STUD TYP. T&B PER NAILING SCHEDULE & • MASONRY WALL BELOW: SIMPSON PLYWOOD (3) 12d TOENAILS TO a°. HETA16 w/ (9) 10d x 1 1/2" NAILS @ FLOORING TRUSS OR SEE PLAN FOR PLATE BELOW MASONRY WALL 4'-0" O.C. TO GABLE TRUSS ROOF SYSTEM TOP OF WALL OR BEAM . BEAM BELOW: SIMPSON HTS20 w/ MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER SEE TRUSS PLAN a ° (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. a °. W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR TO GABLE TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION Q COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE 16" O.C. MAX. SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) S H EAR T RAN S F E R INFO. �� SECTION FLOOR FOR CONNECTION 16d NAILS AT EACH END aC� CONNECTIONS TO G.T. EXTERIOR. WALL SECTION @ ENTRY g CONNECTION 22 SECTION AT HIP GABLE 12 SECTION @ BUMP OUT 39 SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS ��j DETAILS & SECTIONS G___ V IV co U ° � C� CO ••P 'sO�j1,OFESSI°N �`\N\§ �BIlliiflil �', To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. mm W Q m do p N n U N R O O O m to v Q 9) J o N C ', N co � 6 -1 LL Z f!1 c" W ' Lu �rn� 0 R W W mo m O mo�� mom w 2E1' �aa Z O _@ N p< NQcnZ U 0 OU ❑❑❑ W � z g z z g Co a o r M - oCz v �N Cn Y 0 o a t) �N , u r-- E ws �- U m o W E '— T o g z = f Uo c'ow o —o em Co w Z M M U_ cis 0 n o z10 os z 2 < z© o a ao wr 9 ni CL — E O XU aQ 'oo 0 oQ o @ o Qa �omo� a Z �w N C _ Y V N o' Z CIS J � m < o� Q W z o U Q- 0 LL a N W U �o az S .w co za a R3 GN 0 = >� _J L am tm m Al W D .! Ln LO N > T �r Q C O 0 T 0 rn �' d� 0 r 2 Lo o n r E ' rCM ; iri N o Z Z C E OcnT cu C a U _ Q p JOB NO: 20-1783 SCALE : AS NOTED SHEET NO. D1 A FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE TEMPORARILY SECURE BARRIER WINDOW UNIT FLASHING REQUIREMENTS WEATHER DOOR ROUGH OPENING SLOPE RESISTIVE 0.3 in : 12.0 in BARRIER WOOD FRAME CONSTR. R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall include TAPE EXTERIOR SELF -ADHERED FLASHING 3/4%1" BEAD OF CONSTR. (0.6 cm : 30.5 cm) flashing as described in Section R703.4. A water -resistive barrier is described as a material behind an exterior wall covering that is intended to 3 SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN resist liquid water that has penetrated behind the exterior covering from further intruding into the exterior wall assembly. An exterior wall covering WALL BY 6 IN. UP JAMB 6". USE LIQUID NAIL BRAND EXTERIOR is described as a material or assembly of materials applied on the exterior side of exterior walls for the purpose of providing a weather -resistive (AMEMBLEDWND ) OR EQUAL WEATHER PROOF CAULKING 2 CEMT. FIN. barrier, insulation, or for aesthetics, including but not limited to, veneers, siding, exterior insulation and finish systems, architectural trim and 2G �- WEATHER SELF -ADHERED FLASHING BUILDING PAPER embellishments such as cornices, soffits, and fascias. RESISITIVE z BARRIER SEAL TOPS OF JOISTS �' WIRE LATH UNDER DECKING SUBFLOOR R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other SELF -ADHERED FLASHING (SEE DETAIL wPo7) approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches HEAD FLASHING TIE-IN INSTRUXTIONS: (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a 1. Cut, fold up & temporarily secure weather resistive RIM JOIST barrier above header to allow for flashing manner to meet the requirements of the exterior wall envelope as described in Section R703.1. THESE DETAILS ARE GENERIC AND installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under AND WATERPROOFING METHODS TO weather resistive barrier 1 R703.7.3 Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a 3. Fold weather resistive barrier back over head water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be BE USED. flashing and seal with tape 2 2 Q installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING Scale: NTS SELF -ADHERED FLASHING Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than FLANGED WINDOW SELF -ADHERED FLASHING P pp g q FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER , EXTERIOR DOOR WITH DECK - SECTION A 1 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 1 that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT EXTERIOR SHEATHING 3/4%1" BEAD OF CONSTR. INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE �1 ADHESIVE TO BE APPLIED UNDER FLASHING JAMB &HEAD THROUGH SELF -ADHERED R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All UP JAMB L USE LIQUID NAIL BRAND FLANGED WINDOW exterior fenestration products shall be sealed at the juncture with the buildingwall with a sealant complyingwith AAMA 800 or ASTM C920 Class OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) p REFER TO TECHNICAL SCORED 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the co COMPER ATIBILITY L CHEMICAL O RELEASE PAPER type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface SELF -ADHERED FLASHING (BEFORE FOLDING, SCORE of the exterior wall finish. Approved corrosion resistant flashings shall be installed at the following locations: SELF -ADHERED FLASHING, r RELEASE PAPER TO EXPOSE EXTEND A MINIMUM 6" ADHESIVE AS SHOWN) 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish VERTICALLY FROM or to the water -resistive barrier complyingwith Section 703.2 for subsequent drainage. Mechanically attached flexible flashin s shall BOTTOM OF q 9 Y 9 O THRESHOLD comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 2 3 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration SECTION -A (SEE DETAIL WP02) manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details SELF -ADHERED FLASHING are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or O 2 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 2 5 1.2. In accordance with the flashingdesign or method of a registered design professional. SELF -ADHERED FLASHING ``�� g g g NAILING FLANGE 1 4 1.3. In accordance with other approved methods. 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. DO NOT FLASH OVER 2 SEAL TOPS OF JOISTS 1 6 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco FLANGE 8 (SUNDER S EE EDTAILW 07) 2 7 copings. BOTTOM NAILING 3. Under and at the ends of masonry, wood or metal copings and sills. SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING 4. Continuously above all projecting wood trim. HALF ROUND WINDOW ' EXTERIOR DOOR WITH DECK , INSIDE CORNER ' • 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. Ground \ � 7. At built-in gutters. rv-�onrtv�a SELF -ADHERED FLASHING DECK JOIST SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 AND FBCR 703.7.3 Detail Instructions Refer to the number marked as O in each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary rv^on)rvU 2x FRAMEWALL TILE FINISH 1/2" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN SLOPE e N E AM SELF-ADHER Q) 1'-4" PER PLAN T-0" PER PLAN SHOWER SEAT IN SELF -ADHERED FLASHING OUTSIDE CORNER Z SELF -ADHERED FLASHING PATCH ,HERED FLASHING IL CL uJJ a PLASTER STOP _ W CONTINUOUS BACKER LJ w ROD & SEALANT LU U w � ° A O 0 O a FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE tia THIS NATU DO NI DRIP ACCE SOFFIT/CANTILEVER Water Resistant Barrier Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) ti C DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER - - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS FRAMING SHEATHING ANE WRB WRB Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance With ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing .Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all L u� 0 O O CV O N C'M 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. N �pE Co Q O O O CT 'D N Ci J C`, N CV ��m y U)uJ L �u-a ,i M W 0 a L Z aCUv 0 W Of o X. OM O i m h M E c' m � �p a. Z ILW rn�°co cod NQMZ Cad � J Z C) ❑1:1❑ W M z N o 0 o Co z N 0 Z r J h L]_ N QE3v M a U - r6 U cn Y W 0 o Q O �N . U,0 E 2 �.. U 0 T E 0 3 s U o c U) <c o m Q w M Cn i o Z Q =0 00 >o �s d Q Z® o " cc - F@ n X O �= 00 o� ZN O E L i ¢o Q dz rp U) C c ❑ z iY �oZZ m O O� >Z ZN J ¢ ° Zz (2 8p g° Q LL <o a N W bm o� F CD CDW �R =H �o I� 0 o3 = CV 0 = ` > d. J a� m ^L1 W m 0 .N! LO LO 6L. '- O C o CO I- m r � 0 C� T 2 o r LO U a;LO m T CIO o N o Z Z E O v; r m _ a 0 Q o JOB NO: 20-1783 SCALE : AS NOTED SHEET NO. W P A3 Tb­ PER W w, FL17244.1 ESR-3455 12/31/2020 A23 Ef .. . ........ .­_­ . . ........... _ ­_­'.__...._.­ _'­"'__­ 0 HU210-2 FL104,46.2 FL10856.4 ESR-2606 ESR-2549 1213112020 ..... �il�ld........As 12t3l/2020 1213112020 12t3l/2020 1213112020 12/3112020 12/31/2020 12t3l/2020 12/31/2020 12131/2020 * 12/31/2020 12(31/2020 12131/2020 12t3l/2020 12131/2020 12J31/2020 12131/2020 12131/2020 12131/2020 1213112020 12/31/2020 12(31/2020 12131/2020 12131/2020 12/31/2020 12131/2020 12t3112020 .... . ...... .. 12131i d�b 1213l/2020 12t3l/2020 12131/2020 12131/2020 1213112020 12(31/2020 12f3l/2020 12131/2026_ 12131/2020 1213112020 12/31/2020 12(31/2020 1213112020 12131/2020 12/3112020 12131/2020 12/3112020 12/3112020 12t31/2020 12/31/2020 12131/2020 12J31/2020 12/3112020 12/31/2020 12131/2020 . ......... .......................... __ 12131/2020 . . . . ............................................ . ... 12131/2020 . ....... . .. . ........... ­1 .......... 12131/2020 12131/2020 12131/2020 12131/2020 1213112020 12131/2020 12/31/2020 12/31/2020 1213112020 12131/2020 12t3l/2020 1213112020 12131/2020 12131/2020 1213112020 1213112020 1213112020 12131/2020 12t3112020 12131/2020 1213112020 1213112020 - 12/31/2020 12131/2020 1213112020 I 2J 31 T2 -62 6 ­ .. . . . . . ........... ­­ . .............. 12/3112020 1213112020 12J31/2020 12/3112020 12J31/2020 1213112020 12/3112020 1213172-020 1:J>31/2020 12J3112020 12131/2020 12/31-/2020 12/31/2020 12(31-/2-020 12/3112020 12/31/2020 1213112020 12J31/2020 12/31/2020 12/31/2020 12/31/2020 12f31/2020 PRODUCT APPROVAL SPECIFICATION SHEET(2018) )2C required by Florida Statute 553.842 and Florida Administrative Code 96-72, please provide the intbrmation 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 to > 0 OL _0 o 2 Q) U) co co (1) -0 0 C/) 0 -0 C 0 - - = (1) 0 0 = - 0 LJ_ = - CU 0 -1.- ,- Co co 0 > u) -0 E C) C/) W U) 40- CD_ CU ............ TM HD212-2 FL17232,3 ESR-3445 12/31/2020 HU212-2 FL10856.4 ESR-2549 HD216 FL1 7232. - ESR-3445 12/31/2020 HU216 FL10856.5 ESR-2549 HD216-3 F Ll 7232.3 ESR-3445 12/3112020 HU216-3 FL10856.1 ESR-2549 Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date Mounting Brwkets (10 G"* 4-1(2"X+112"X2-1Z* rrf wk, cross suppwt (May be cut W W) S�e Aw-har SchWult, Right Siacket (16Gauge) Bolts (Typ') 0 lop #14 Solf I Scre"s kC ()Nt M-turn Edge Hu(rIcane Strip (Typica It 3 In fmnt) Wash�a, Front Cmss Su ppiort Sdf-�,khrg Nuts, (May be "cut to W) Left Brack ti (16 Gauge) #1 4,Self-Dril)ng.RrfiwsThru$tackeu-& SackCross Support Into A/CrUnit Rdftom Side (TWical: 3 ouch side for hurkane use) INSTALIA116N MfORMATION SPWAC unantian Wv"01ftu am pvn-" with c" Hummmic Afw ArAm Eft9hu"Alliked S15A Dftwft wa" mm" C"Mm wig HD26 FL17232.2 ESR-3445 1213112020 HU26 FL10856.3 ESR-2549 OR DOORS 1. EXTERIOR- HD28-2 I'L17232.3 ESR-3445 12/31/2020 HU28-2 FL10856.4 ESR2549 A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf 12t31/2021 HD410 FL17232.4 ESR-3445 12/31/2020 HU410 FL1 0856.9 ESR-2549 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.6 +67.0/-67.0 psf 12/31/2021 ESR 3445 12/31/2020 HU412 FL10856.9 ESR-2549 ThermaTru Firber-Classic and Smooth -Star (NONIMPACT)FL20461.9 +67.0/-67.0 psf 12131/2021 HD610 HD0410 FL17232.4 ..... . ....... . ... . .......... .. . ... ........ . . . . . ....... . .... .. FL1 7241.7 ESR-3445 . .......... . ............ . . . ... ------- . ....... . .... . .... ..... ESR-3444 _1_�ILMFO 12/31/2020 I HU610 HUCQ410 FL1 0856.10 I'Ll 1468.11 ESR-2549 SIM200804 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.14 +67.0/-67.0 psf 12131/2021 HGA10 FL1 7699.1 Evaluation Report 12/31/2020 HGA10KT FL1 1470.4 SIM200803 ThermaTru Classic Craft and Benchmark FL15225.1 +67.0/-67.0 psf 12/31/2021 HGAM10 FL17699.1 Evaluation Report 12131/2020 HGAM10KT FLI 1470.4 SIM200803 ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 psf 12131/2021 HHCP2 FL1 7236.7 ESR-3448 12/31/2020 HCP2 FL1 o447.2 ESR-2551 ThermaTru FiberClassic, Smoothstar, ClassicCraft, Rustic FL7640.1 +67.0/-67.0 psf 12131/202i HTA16 FL1 7680.4 Evaluation Report 12/31/2020 HETA16 FL1 1473.5 SIM200802 HTA20-18 FL1 7680.4 Evaluation Report 12131/2020 HETA20 FL1 1473.5 SIM200802 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/40.0 psf 12131/2020 Z Z HTT16 . . . . . ......... .... ........... ..... ..... . . ....... .... .... ....... HTT45 . ........ ... - FL17324.2 . ...... _.......... . ................ FL1 7324.2 Evaluation Report ... . .... .... . . ..... . ....... . ..... ..... .. . . . Evaluation Report 12/31/2020 . .. .... .. . ............ . ... .. 12/31/2020 HTT16 HTT22 F11 1496.1 FL1 1496.1 ES-0130 ES-0130 PGT Series 5570 FL251.10 4/14/2021 C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (8X7) FL15279X +30.0/-32.0 psf 5121/2028 .8 ESR-3455 12/31/2020 HTS16 FL10456.22 ESR-2613 HTW20 FL17244.8 _1_2i31/2020 HTS20 FL10456.23 ESR-2813 Clopay Building Products Residential WindCode Doors W5 (16X7) FL1 5279.53 +30.0/-30.0 psf 5121/2028 HTW24 FL17244.8 ESR-3455 12/31/2020 HTS24 FL10456.24 ESR-2613 Clopay Building Products Residential WindCode Doors W6 (8X7) FL1 5279.85 +38.0/-42.0 psf 5/21/2028 HTW30 FL17244.8 ESR-3455 12/3112020 HTS30 FL1 0456.26 ESR-2613 Clopay Building Products Residential WindCode Doors W6 (16X7) FL15279.102 +37.0/-41.0 psf 5/21/2028 HTWM16 FL6223.2 Evaluation Report 12/31/2020 HTSM16 FLI 1473.11 SIM200802 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL1 1537.1 _N/A (see inst sht) 12/31/2025 HTWM20 FL6223.2 Evaluation Report 12131/2020 HTSM20 FLI 1473.11 SIM200802 HILIGT2 FL6223.3 Evaluation Report 12/31/2020 HGT2 FL10456.18 ESR-2613 2. WINDOWS HUGT3 FL6223.3 Evaluation Report 12/31/2020 HGT3 FL10456.19 ESR-2613 A. SINGLE HUNG MI Windows and Doors Series 185 FL1 7499.2 +50.0/-55.0 psf 10/8/2023 HUS210-2 ............... ..................... HUS212-2 ............. . .. I . . .... 26 FL17232.6 ....... . .... . .......... . ... ..... . ..... ­­­1 ... . ...... FL17232.6 ... ......... .. ..... . .............. -1 1­11.111 "1 ... .... ... .... FL1723Z6 ESR-3445 ........ . ... .......... ­ .... ....... ..... .......... . .......... ........ ­­ ........... ........... ..... .. ... ........ . . ..... . .... . . . ............ . ESR-3445 ............... ... . . ............... .... ... . ..... I I ­ 1 11 1.1.....­­ ESR-3445 12/31/2020 �. P�� 12/31/20201 HUS210-2 I HUS212-2 HUS26 FL10856-R4 FL10856.11 FL10856.11 ESR-2549 ESR-2549 ESR-2549 PGT Series 5600 FI 239.7 7/30/2020 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.0/-50.0 psf 2/16/2024 - HUS28 FL17232.6 ESR-3445 12/31/2020 1 HUS28 FL10856.11 ESR-2549 C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.0/40.0 psf 4/312023 HUS28-2 FL17232.6 ESR-3445 12/31/2020 1 HUS28-2 FL10856.11 ESR-2549 PGT Series 5520 FL243.9 4130/2020 JL24 FL17232.7 ESR-3445 12/31/2020 LU24 FL10655.103 ESR-2549 D. MULLION MI Windom and Doors Series 5764 FL15353.2 N/A 12131/2020 JL26 FL1 7232.7 ESR-3445 12/3112020 LU26 FL10655.104 ESR-2549 PGT Series 5500 FL261.1 N/A 5/26/2021 JUS2102 FL17232.11 ESR-3445 12/31/2020 LUS210-2 FL10655.107 ESR-2549 E. OTHER JUS24 FL1 7232.10 ESR-3445 12/31/2020 WS24 FL10655.109 ESR-2549 FL17232.11 ESR-3445 12/31/2020 WS26 FL10655.111 ESR-2549 3. PANEL WALL James Hardie Building Prod. - - - - --------- - Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 --,-1-2-/31/2020 WS26-2 FL10655.112 ESR-2549 . . ... . ..... -3445 12/31/2020 WS28 FL10655.113 ESR-2549 A. SIDING N/A 12/31/2020 JUS46 FL17232.11 ESR-3445 12/31/2020 LUS46 FL10655.118 ESR-2549 B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psf 12/31/2020 KLEG3 FL1 7241.15 ESR-3444 12/3112020 LEG3 FL1 0667.71 ESR-2615 C. OTHER KST260 FL17244.15 ESR-3465 12/31/2020 MST630 FL10852.7 ESR-2105 LSTA12 FL17244.18 ESR-3455 12/3112020 LSTA12 FL10852.4 ESR-2105 4. ROOFING PRODUCTS I-STA15 FL17244.18 ESR-3455 12/31/2020 LSTA15 FL10852.4 ESR-2105 A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12116/2022 LSTA18 FL17244.18 ESR-3455 12/31/2020 LSTA18 FL10852.4 ESR-2105 B. UNDERLAYMENTS TAmko 151b Felt Undedayment FL12328.6 N/A 10118/2021 LSTA24 FL17244.18 ESR-3455 12/3112020 LSTA24 FL10852.4 ESR-2105 C. ROOFING FASTENERS NOTUSED ........ . .. . ....... .. . . LSTA30 . . . . .................. ... . . . .......... . . ... . ..... .. . ....... FL17244.18 . .... ...... . . . .. ---- - -- ESR-3455 12/3112020 LSTA30 FL10852.4 ESR-2105 _L STA36__ FLI 7244.18 ESR-3455 1 - 2131/2020 LSTA36 I'Ll 0852.5 ESR-2105 D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A 9/9/2026 TS19 FL1 7219.2 ER-0200 12/3112020 LTT1 9 FLI 1496.3 ER-130 Florida Metal Products, Inc -Vent RV10 FL21580.3 N/A 12131/2020 LTS20B FL1 7219.2 ER-0200 12/3112020 LTT20B FLI 1496.3 ER-130 Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A 7/10/2021 LTT131 FL17219.2 ER-0200 12/31/2020. LTT131 FL1 1496.3 ER-130 E, ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12131/2020 CD > O > 0 (D U) cz LU < Z Z LTW12 FL17244.8 ESR-3455 12/3112020 LTS 12 FL10456.29 ESR-2613 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12131/2020 LUGT2 FL17240.2 ESR-3447 12/31/2020 LGT2 FL1 1470.7 SIM200803 F. METAL ROOF Gulf Coast Supply& Manufacturing, LL 0.032" Aluminum GuIfLok 16" wide roof panel FL1 1651.2 R3 N/A 4/12/2024 MP3 FL17244.22 ESR-3455 12/31/2020 LS30 FL1 0446.15 ESR-2606 MP34 ...... ....................... M.04f, ................... . . .. .......................... ......... . .. .. . ............. . ..... . ..... . ......... MPH3516 FL1 7244,23 �24 . ................................ . ....... . . . . ... �D��.22 ..... ............ . . I I I ......................... . . ............ FL17240.3 ESR-3455 .. . ........ . .................. ESR-3455 ....... . . .. ..... ... ... ........ ...... . .. . . ....... . ....... .... . . ................................. ............. . ................................................... ................12/31/2020 ESR-3455 ---- - ------------_ - -- -_ -- ------- . ................................ . ............. . .............................. . ........ . ... . ... .... . ... . ESR-3447 1213112020 ................... ... ...... .... 12/3112020 ................................................. 12/31/2020 ... . ............. ....... . .................... 12/31/2020 A34 LTP4 LS50 WM1416 FL10446.3 FL10446.19 FL10446.16 FL10667.86 ESR-2606 ESR-2606 ESR-2606 ESR-2615 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12131/2020 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12/31/2020 Florida Department of Business & Professional Regulation Pagel Df 2 Building Codes and Standards 3r2812018 Product Approval Application Detail MSTA12 FL17244.18 ESR-3455 12/31/2020 MSTA12 FL1 0852.8 ESR-2105 6. STRUCTURAL MSTA15 FL17244.18 ESR-3455 12/31/2020 MSTA15 FL1 0852.8 ESR-2105 COMPONENTS MSTA18 FL17244.18 ESR-3455 12131/2020 MSTA18 FL1 0852.9 ESR-2105 A. WOOD CONNECTORS/ USP Structural Conn. see chart MSTA24 FL17244.18 ESR-3455 12131/2020 MSTA24 FL1 0852.9 ESR-2105 A , N , CHORS - ------- --- Simpson Strong -Tie see chart MSTA36 FL17244.18 ESR-3455 12/31/2020 MSTA36 FL10852.9 ESR-2105 B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A 12131/2020 Code Entity or Date Date Date Pendina Date TV 118 Versio Mantdacturer Contact Engineer & License Validated Sv Validated Submitted FBC Approval Approved Status Revision 2017 Gulf Coast Supply & Manufacturing, LLC. Eng David Daniel S. Kuhn Locke Bowden P.G. 10/12/2017 10110/2017 10/17/2017 12/12/2017 Approved Category: Roofing (362) 498-0778 PE-76519 (334) 300-1800 Subcategory: Metal Roofing infoo-gulfcoastsupply.com, Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Quality Assurance Approved for Use Approved for Use Impact Deslan seal Product Model, Number or Na Product Description Co*act Expiration Date In HVHZ Outside HVHZ Resistant Pressure I 0.032&quot; Aluminum 5V Crimp Min 0.032&quo(; 5 V Crimp Aluminum Roof Panel 04/12/2024 No Yes N/A -NJAf over 15132&quot; Plywood -108.5PSF 2 0.032&quot; Aluminum Gulf Lok Min 0.032&quot; Aluminum Gulf Lok 16&quot; Wide 0411212024 No Yes N/A N/Af Roof Panel over 15/32&quot; Plywood -116.OPSF 3 I&quot; 24ga. Gulf Snap I&quot; Gu[fSnap24 Ga. 17&quot; wide Roof Panel 04/12/2024 Yes Yes N/A NJAt--l3l.0PS; over 15132&quot; Plywood 4 I&quot; 24ga. VersaLoc 1&quot; VersaLoc 24ga 16.5&quot; Wide RoofPanei 04/1212024 Yes Yes N/A -NiAf war 15/32&quot; Plywood -138.5PSF 5 1&quot: VersaLoc.032&quct; Aluminum I&quot; VersaLoc min .032&quot; Aluminum over 04/12/2024 Yes Yes N/A +N/A( 5132&quot: Plywood -101.OPSF 6 1.5&quot; 24ga. Gulf Snap 1.5&quot; Gulf Snap 24ga. 1 6&quot; Wide Roof 04112/2024 Yes Yes N/A NiAl Panel over 15/32&quot; Plywood -116.OPSF 7 1.5&quot; 24ga. Versa Loc 1.5&quot; VersaLoc min 24ga. 16&quot; wide Roof 04/12/2024 Yes Yes N/A N/A/ Panel over 15/32&quot; Plywood -123,5PSF 8 2&quot; 24ga. MegaLoc Min 24 Ga. 2&quot; MegaLoc 18&quot; wide Roof 04112/2024 No Yes N/A +N/A/ Panelover 15/32&quot; Plywood _108.5PSF 9 24 Ga. Gulf Lok Min 24 Ga. Gulf Lok 16&quot; Wide over 15/32&quot; 04112/2024 No Yes N/A +NJA/-96.7PSF Plywood 10 24 Ga. Gulf Seem Min 24 Ga, Gulf Seem 16&quot; Wide Roof Panel 04/12/2024 No Yes N/A -NIAI-93.6PSF over 10 Wood Purlins over 15/32&quot; Plywood 11 24 Ga. Gulf Seem Min 24 Ga. Gulf Seem, I 3/4&quot; Snap Lock, 041122024 No Yes N/A +N/Al 18&cluot; Wide Roof Panel over 15132&quot; Plywood -10&5PSF 12 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp Roof Panel over 15/32&quot; 04/12J2024 Yes Yes N/A -N/Al Plywood -156.5psF 13 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp over 15/32&quot; Plywood 04/1212024 No Yes N/A +N/AI-131.PSF 14 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp Roof Panel over U4 Wood 04/12/2024 No Yes N/A +N/Al Purlins aver 15/32&quot: Plywood -156.5PSF 15 26 Ga. Gulf Lok Min 26 Ga- Gulf Lok 16&quot; Wide Roof Panel over 04112/2024 Yes Yes N/A +N/Al 15/32&quot: Plywood -161.OPSF 16 26 Ga. Gulf Lok Min 26 Ga. Gulf Lok 16&cluot; Wide Roof Panel over 04112/2024 No Yes N/A -N/Al-63.5PSF 15132&quot; Plywood 17 26 Ga. GulfPBR Min 26 Ga. Gulf PBR Roof Panel over 15(32&quot; 0411212024 No Yes N/A +N/Al Plywood -154.7PSF MSTC40 FLI 7244.26 ESR-3455 12/31/2020 MSTC40 FL10852.11 ESR-2105 MiTek Industries, Inc. Truss Plates 2 MSTC52 .. ... .............. FL1 7244.26 ESR-3455 T 12/31/2020 MSTC52 FL10852.11 ESR-2105 MTW12 .... . ....... . . .. . . .. ..... ... ... .......... MTW16 FL17244.8 .... ........................................... .. .. ..... FL17244.8 ESR-3455 . ..... . .... . ........ ...... ..... ......... - .... . ... . .. . . . . ............. . ....... . . ...... ESR-3455 12/31/2020 12/31/2020 MTS12 MTS16 FL10456.33 FL1045634 ESR-2613 ESR-2613 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 3/31/2021 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL1 58.1 N/A 5/21/2022 MTW18 FL17244.8 ESR-3455 12/31/2020 MTS18 FL10456.35 ESR-2613 Commercial Concrete Products, Inc. High Strength Concrete Lintels FLI 774 N/A 5/25/2024 MTW20 FL17244.8 ESR-3455 12/31/2020 - MTS20 FL10456.36 ESR-2613 MUGT15 FL1 7240.5 ESR-3447 12/31/2020 MGT FL1 1470,9 SIM200803 NFM35X12 FL578.2 Evaluation Report 12/31/2020 MBHA3.56/11.25 FL13904.6 ESR-2616 NFM35X16U FL578.3 Evaluation Report 12/31/2020 MBHA3.56/16 FL139006 ESR-2616 PAU44 FL17239.13 ESR-3449 12/31/2020 HDU2-SDS2.5 FL10441.4 ESR-2330 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) --- --- ­ ------ "-",r - J, APPLICANT SIGNATURE DATE ..... . ..... PAU66 ------ -- _F ....... . . . ..... .... ....... ...... . FL17239.13 ESR-3449 - ------ 12/3112020 GLTV3.516 FL10667.8 ESR-2615 �H[X �A FL17219.3 ER-0200 12/31/2020 FGTR FLI 1473.2 SIM200802 PHXJ3516 FL17241.20 ESR-3444 12/3112020 CS16 FL10852.1 ESR-2105 RFUS FL6223.5 Evaluation Report 12/3112020 H1 FL10456.5 ESR-2613 RS150 FL17244.27 ESR-3455 12/31/2020 H10 FL10456.6 ESR-2613 RT1 5 FL 17236.3 ESR-3448 12/31/2020 H10-2 FL10456.7 ESR-2613 RT16-2 FL17236.2 ESR-3448 12/31/2020 H10A FL10456.6 ESR-2613 RT16A FLI 7236.2 ESR-3448 12/31/2020 H3 FL1 0456.13 ESR-2613 RT3A FL172363 ESR-3448 12/31/2020 H4 I'L10456.14 ESR-2613 RT4 . ....................... ...... .. . .............. ......... . . ...... RT5 . . .......... .................. . I ....................... ......... . ........... . ................................ RT7 FL17236.3 ............................... FL 17236.3 ..... ................................ ......................... FL1 7236.3 ESR-W8 ------- I__ . ........... I ............... . ...... ............................ ............... . ........... .. ESR-3448 . . ..... . .. . ........... . .... . . . .... . .... . ........................ ...... . .. . ......... . ................................... . ... . .. . . ESR-3448 12/31/2020 .. ......... . ­ 12/31/2020 . . ............... ...................... . . .. . 12/31/2020 H5 H2.5 H2.5A I'Ll 0456.15 FL10456.11 Fu 0456.12 ESR-2613 ESR-2613 ESR-2613 RT7A FLI 7236.3 ESR-3448 12/31/2020 H8 FL1 1470.3 SIM200803 RT8A FL17236.3 ESR-3448 12/31/2020 spi FL10456.41 ESR-2613 SPT22 FL17244.30 ESR-3455 1213112020 SP2 FL1 0456.42 ESR-2613 SPT24 FL17244.31 ESR-3455 12/31/2020 SP4 FL1 0456.43 ESR-2613 SPT4 FL17244.32 ESR-3455 12/31/2020 SP6 FL1 0456.44 ESR-2613 SPT6 FL17244.32 ESR-3455 12/31/2020 SP8 FL1 0456.45 ESR-2613 SPT8 FL17244.32 ESR-3455 12/31/2020 SPH4 FL1 0456.46 ESR-2613 SPTH6 ......... ... . ....... . . . ..................... .. . ......... .... FU�, �2_ FL17244.32 ............ . . .32 ------ . .... . ......... ESR-3455 ESR-3455 .................. . . . . . . ........ ......... ESR-3455 12/31/2 12/3112020 . 1213112020 SPH6 SPH8 U24 I'Ll 0456.47 I'Ll 0456.48 FL10655.141 ESR-2613 ESR-2613 ESR-2549 SUH24 FL17232.13 ESR-3445 12/3112020 HHUS282 FL10655.3 ESR-2549 THD28 FL17232.16 ESR-3445 12/3112020 HHUS410 FL10655.4 ESR-2549 Florida Department of Business & Professional Regulation Page 2 of 2 Building Codes and Standards 3/28f2018 Product Approval Application Detail THD28-2 FL17232.16 ESR-3445 12/31/2020 HGUS5.25/12 I'L11468.11 SIM200804 THD410 FL17232.16 ESR-3445 1213112020 HGUS414 FL1 1468. 10 SIM200804 THD412 FL17232.16 ESR-3445 12/31/2020 HDQB-SDS3 FL10441.1 ESR-2330 THD612 FL17232.16 ESR-3445 12/31/2020 MSTAM24 FLI 1473.19 SIM200802 12/31/2020 MSTAM36 I'Ll 1473.19 SIM200802 UGTS3F FL2033.1 Evaluation Report 12/31/2020 MSTCM40 FL1 1473.19 SIM200802 Quality Assurance Approved for Use Approved for Use Impact Design secl # Product Model. Number or Name Product Descrlptlon Contract E)wiration Date In HVHZ Outside HVHZ Resistant Pressure 18 26 Ga. GuifPBR Min 26 Ga. GulfPBR Roof Panel over 1x4 Wood 04/12/2024 Yes Yes N/A -N/At Purlins over 15/32&quot; Plywood -151.7PSF 19 26 Ga. GulfPBR Min 26 Ga. GulfPBR over 15/32&quot; Plywood 04/1212024 Yes Yes N/A +N/A/ -154.7PSF 20 26 Ga. GuIfPBR Min 26 Ga. GulfPBR over lx4 Wood Purlins over 04/12/2024 No Yes N/A +N/Al 15/32&quot; Plywood -151.7PSF 21 26 Ga. GulfRib Min 26 Ga. GulfRlb over U4 Wood Purlins over 04/12/2024 No Yes N/A +N/Al 15/32&quot; Plywood -164,2PSF 22 26 Ga. GulfRib Min 26 Ga. GulfRlb over 15/32&cluot; Plywood 04112/2024 No Yes N/A N/A/ -159.2PSF 23 26 Ga. GulfRib Min 26 Ga. GulfRlb over 15/32&quot; Plywood 04/122024 Yes Yes N/A +N/Al -1592PSF 24 26 Ga. GulfRlb Min 26 Ga. GulfRlb over 1x4 Wood Purlins over 04/1212024 Yes Yes N/A + N/Al 15t32&quot; Plywood -164.2PSF 25 29 Ga. GulfRib Min 29 Ga. GuifR!b over 1x4 Wood Purlins over 04/1212024 No Yes N/A +N/Al 15/32&quot; Plywood -123.5PSF 26 29 Ga. GulfRlb Min 29 Ga. GulfRib over 15/32&quot; Plywood 04/12/2024 No Yes NIA -N/Al _146.0PSF 27 29 Ga. GulfRib Min 29 Ga. GuMb over I x4 Wood Purlins over 0411212024 No Yes NIA NIA! 7/16&quot; O.S.S. -101.0PSF 28 29 Ga. Gu IfRib Min 29 Ga. GulfRlb over 7116&quot; O.S.B. 0411212024 No Yes N/A +N/Al _116.0PSF UPHD8 FLI 7219.5 ER-0200 12/31/2020 HHETA20 I'Ll 1473.9 SIM200802 - LGT3-SDS2.5 FL1 1470.7 SIM200803 LGUM26-2 FL1 1473.12 SIM200802 - Search Criteria Code Version: 2017 FL 4: 11651 Application Type: ALL Product Manufacturer: ALL category: ALL Subcategory: ALL Application Status: ALL Compliance Method: ALL Quality Assurance Entity Contract Expired: ALL Product Model, Number or Name: ALL Product Description: ALL Approved for use In HVHZ: ALL Approved for use outside HVHZ: ALL Impact Resistant: ALL Design Pressure: ALL Data From: ALL Date To: ALL SHEET NO. PA 1.0 rionca ueparanem or business d, r'rolessionai Keguiagon Pegs, ors Florida Department of Business & Professional Regulation PeW308 Building Codes and Standards 12/12/2018 Building Codes and Standards 12/12/2018 Florida Deportment of Business &Professional Regulation Ppe 1 of, Florida Department of Business &Professional Regulation p.pleft Product Approval Application Detail Product Approval Application Detail Building Codes and Standards Product Approval Application Detail lawls Building Codes and Standards Product Approval Application Detall 105aDls Code )oDgty-gx 2d& j1Ala Data Pendino 21114 Code.. Entity or 201 211 D.te UUMU wit jygg Venal- Manufacturer Sc401Mrt Enalneer&License Validated By Valltleted Submltlad FSCAaoroval Aoorovad ahot3 Tvpe Version Menuiedurer Conrad EnaineerBLi<enes Veliddetl Sv Valldasd submitted FBC Approval ADoroved status Revision 2017 Themra-Tru Corporation Rick Wright Lyndon F. Schmidt, P.E. Ryan J. King, RE, 10/152017 07/122017 10118QO17 12f122017 Approved Revision 2017 Therma-Tru Corporation Rick WHgm Lyndon F. Schmid, P.E. Ryes J. King, P.E. 12(132017 12/132017 12212017 OV132018 Approved CAS Piles no Ra damp no 91111111 MrAw or no lam lampending Ric Category. Exterior Doors (419)298.1740 PE43409 (813)767-6555 Category: Exterior Doors Cate (41�298-1740 PEd3409 (813) 11011 VOW" Imm [ Sri EnMou[l.Ldlteoa: wlidaledN y,aa� submitted P2 Aaaamad tom mma version corlat l4uinewA License YaarYOW av y� a,om� fJ�Approval Aaors>rsd slabs 3ubeategory: Swinging Exterior Door Assemblies rickw@3wbldgconsuitams. 8ubCategory: SAngingExterior Door: Assemblies .767.6555 dckvl@MbldgeonsuNads. Revision 2017 Therms-Tru Corporation Rick Wright NaWMI AoeraOXation Ryan J. King, P.E. 12I20I2017 09212117 12222017 Approved Revision 2017 Thermo-Tru corporation Rick Wright National Accreditation& R J. Yen IOp, P.E. 1220R017 09212017 12222017 Approved Compllance Method: Evaluation Repml from a com Com nonce Method: Evauatlon Report from a p com Ca ssary: Eds(W Doors Management (813) 767-0555 (419) 2WI740 M lmauts Exterior Dope 295-1740 Mamwgeniad Institute (813) 787$555 Florida Registered Architect or a Licensed Florida Florida Registered Architect or a Licensed Florida en subCsseOPrY: Swaptrmg Ezbram DaorAseambftt ricav®rsMklpoon$i$tante. smcmliory: SwbpMg Exterior DomAseembfts subcategory SwI rclis rldred@rwbkgmntulbente. Professional Engineer Professional Engineer Complexes, Maftad: Certification Mark or LW&V cam CamplWre Maded:CBW40 nMarker LWng cam a#16226,1114ei3mNgm asFtodlaale Duality Assurance Aepraved for Use Aoorovedfor Use �'( Daslan Q dItV.Assunnce Aoorovad for Use Aoorovad far Use Impact Deata n Approved for We Approved for Use Mgt � �ffi(� (� sea i Product Model. Number or Neme Protluet0 escriatlon Contract E:olratlon Date In Outside HVHZ Rasidant Pressure sea • Product Modal. Numbrr or Name Product Descriotim coExatratlan Date In HVHZ Ouelde HVHZ Resistant Press- AKE InHvHZ RittM�i d P-, -seal P 1,.HVHz R PJdlallm 1 a. Therma-Tru Fiber -Classic and Smooth-Shr Nominal 6&;r39;8 &quotNon-Impact&quo, Opaque 12/312020 No Yes No WA 7 a. ThennaTm Flbar-Classic and SmootMSta' Nominal 6MS;8 &quotNon-Impact&quo, Opaque 12731(2021 No Yes w WA 1 a BquoCCiaseioCreB&dot; and &quoCBendmrk by a18 and WO Cip qM and Gland Fiberglass Door with 12131=1 No Yes No WA a a. I.SmootlrSWrBquot; and &quot;BwcMmM by el8 end ad Opaque and Glazed FIWrgWs Door with 12131=1 No Yes No WA Composite Edge Fiberglass SIMI. Door CompoaeeEdge Fiberglass Single Door Therms-Truaquok and without Skel es. Inaming and Outlawing TMmB.quot; said withoutSNeaMs. swarming and Oubwirg 6 1. ThermaTru Fber-Classic and Smooth- tar (Inswing/Outswirg; X coniguration) NomImal B8a39;0 &quotNoh4mpact&quo; Opaque 12/31=20 No Yes No WA Qnswing/OldwAng; X configuration) Composite Edge Fiberglass Sirgle Door 6 f. ThermalTru Fiber -Classic and Smadh-Star Nominal 8&4K79;0 &quolNmrlmpad&goof; Opaque 12/31R�1 Composite Edge Fiberglass Single Dom No Yes No WA nswin tswl ; x cord ra9on QnswinglDldsvd(g; X eoriFlguratlon) 9 I. Thermo-Tru Fiber-Clesslcand SmodfFSlar Nominal6&w39r8 &quolflon-.Impact&quo; Glared 12J312020 No Yes No WA 9 I. Therme-Tru Fber-Clwslc and Smooth -Star Nominal 68,#39;S &quolNorrdmpact&guot; Gl.ed 12/312021 No Yes No WA Composite Edge Fiberglass Single Doer CompEdge Fiberglass Single Door Qnswmg1WSWrg; x configuration) Mswta/Orm/O utswirg; X Dmgpuration) n. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail page 2 d2 120/2020 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detati P.ea, er t 116/M19 Florida DepaMtent of Business & Professional Regulation Building Codas and Standards Product Approval Application DOW Page I aI vaaole ki!16331A± -Products Quality Assurance AmovedforUse Approved for Use Impact Do" f1i752La$a Enter, a 21da 20 Dab PWARM Ra 13itla2ii�4 RM EnOW or go 2als pdgpwwbw 20 $ea Y Product Model. Number or Name product Descrinion Contract Esolydion Date Ig HVHZ Outside HN/2 Resistant Pressure Drg Versions samadisamns contest Enaftwer & Lhompai V Ikl.d.IN Y/kmd almmla d FOC Anwrovel Associated alabd Dlaa vandw tialsitatim contod SaWalasAMsetwat 1(Mld,&d By xwkwm alb FQC A,,VIW Aar AMR 1 SERIES 420 ALUMINUM SOD SERIES 420 ALUMINUM SGD OXO 12)312020 145-3/4&quot;x80&quo; NON -REINFORCED No Yes No N/A Review 2017 Canny Buitlkg Products Company Mark W$aWMek IPWM Testing Services NA. Gary PhrshW 1112912017 08402017 IMSM17 Approved R.4.1. 2017 Clepay Buddkng Products Company Mad Westefiek ImrtekTw" SeMces NA, Gary Kohut 11292017 08MG2017 1210SW17 Approved 2 SERIES 420 ALUMINUM SGD SERIES 420 AL UMINUM SGD OX, XO, XX 121312020 No Yes No WA Caaaaoy: Exterior loon (513)T70-M Inc. (513)51am" CmbMPW. Exterior Doors (613)770.8062 Inc. (513)519-0580 96&quuot; NON -REINFORCED ct;x80& q aulaCYaaory: SecftW Exterior Door �MY•amm sntmc.dseomy': HsctlmEiteder al Door Assemblies mwseerfltk�dopay.com 3 SERIES 420 ALUMINUM SGD REIN FORCED SERIES 420 ALUMINUM SGD REINFORCED OXO 1213I2020 No Yes No N/A ComNlanae, Method: Cerbkagm Mad or LNBng ComWlarss M$tlrd: Codification Mark or Listing 145-3/4&qud;x96&quo; 4 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OX, 12/312020 No. Yes No N/A XO, XX 96&Wot;x96&quota Classes A- Asammed for Use eaowyedmcuse Iwo gwo CanBtA- Approvd for Um IM= niwm 5 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED XXX 12/312020 No Yee No WA �! ! d PmtMlm $ma In HVHZ l�.f� 1 � 143&quot;x96&qual; 37 037 Wb09 PAN-2F751: 84A, 94, 73, 75, 1500, 190, 78, Steal Per (mMs. 269a) Smplo-Car (uP to 8'0' wide) 05212026 No Yea No +30 PSF/J2 53 063 tAB-18 PAN-2F153:8M, 94, 79, 75, 1600, 190, 4RST, SOesl Pm (min. 251ta.) Daabb•Csr (87 to 18'0' 06212028 No Yes No +30 pSFh90 78V, MIST, 4RSF, 6RST. 8RSF, 2RST, 48, 42, 55, 488, VANDCOOE8a174; W5 Games Door PSF 4RSF, BRET, SRSF, 48, 42, 56, 48B, 428, 55S, GD5S, wide) WINOCODE80174; W5 Garage Door PSF 428, WS, Goss' GD6SV. GM, GR5SV, AR6S, AR6SV, GDSSV, GR6S, GR5SV, AR58, AR6SV, EDSS, ED6SV EDSS, ED5SV Florida DepartnaM of Business & Professional Regulation Pepe 1 d 1 Building Codes and Standards Ire2ola Product Approval Application Detall FLa11ti374t7 Smfk Enter of go dam Dd@ PWNNM no DSta Version ldaOY Enokwa&Lle.nre VaNdmdM, Vagdabed Aubm0d ffiAaarmsl Aaaroved alums R$vtslon 2017 CURRIES Division of AADG, Inc Dedle Dan UL LUC Ted Berman, PE 11I302017 1012612017 12I0S12017 Approved C$tegay: Extenar Dann (641) 494-2844 (305) 86&4707 Subcategory: Exterior Door Components dave.dedlc®ensabloy.co CansWess Malhod: Certification Mark w Us" in FLN1537.I7 Produce Anamad„for Use AaxavedtarUse lassnot gsgles aeaa Prodrt Modal. Nunarra Writ In HVHz CkoloHHZ Ilfs�aM Pare 1 807, 707, 727, 747, and 547 Single and Pala of Dose Flush, Glazed, and Lowered single and pairs of 12131=8 Yu Yes Yes WA tallow metal doors. Florida Department of Business & Professional Regulation Page 202 Building Codes and Standards 120I2020 Product Approval Application Detail Code Entity m Data Date Date PandlM Date mm Version ManWadurw Contact Enalneer A. License Validated By Validated Submitted FBC Approval Aoprovetl Status RaNslm 2017 Ml Wncims and Do= Brent Sitlinger Amedcan Architectural Slawn M. Urlch, PE 06/042019 06/04/2019 06/07/2019 Approved Category: Windows (717) 365-3300 Manufacturers Association (717) 317-8454 "Category: Fired bsitlinger@miwd.com Compliance Method: Certification Mark or Listing FLe15349-Rf 2 Prodmds - Quality Assurance Awoved for Use AMroved for Use Impact Deslan_ Aga Product Model. Number or Name Product Description Cont.ad Ezplratim Date In HVHZ Outside HVHZ Resistant Pressure 1 185 PIN 73 x 72 Insulated Glass 04/032023 No Yes No +60/-60 Florida DeparbrlaM of Business & Professional Regulation pars., d 1 Building Codes and Standards iffimte Product Approval Application Detail Sall Eow ow lam Ra now Pending 20 Dot VWWW matialisaw coub t Encilneer A License vaNdshdBy Voldtlffi submitted FWApsamys! Approv" halls ROVWM 2017 Therms -TN Caporsft Rkir Wright Lyndon F. Schmidt P.E. Ryan J. King, P.E. 101111=7 10M82017 IWM17 12/122017 Approved Cassgory: Exterior Doors (419) 298.1740 PE43409 (813) 767-M5 BubCaegay: Swlgkg Exterior DocrAssembliea mlckw®rvrMtlpooau5mb. DompOrr$ Malhod: Evaluation Report from a Dom Florida RepBMed Architect or a Llatnaad Florida Professional Enginser PL07MOM products 22aa product Mom, NmanraWhat P, ,Jglr IallYtli ta'amHim ! PF1essIrs. 1 a. &quol;FbsrCeasNdquok, 8quokSmoothSer&quok, 8WW,8 &quo;MywdBgML Gazed FNgrpips 12/312021 No Yes Yea WA &quacCWslaCralMatuDk a&Wc;ClaukCraS Slagle Door -(X) Inswing or Oueweg Can6Prntlon RuslicMuok FLa131$241111 Sate Dtaa version lmmlialam Revision 2017 Jame Hardie Building Products, Inc. Glaeery: Pawl waft SulaCmpory: Skkg compliance -I : EnMwaon Report from a Florida RegW1*W Architect or a Licensed Florida Professional Engineers S112192$a PJoduche aeaa Product Model. Number or Ramat 2 Hw&Pbnk Lap SMkg Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 WWII Florida Department of Business & Professional Regulation Page 2 of3 Building Codes and Standards 120/2020 Product Approval Application Detail •"pLlH7A9�,Po'orhYGts - I` OUWKV Assurance Approved for Use ADoroved for Use Ip of _My Sean Pro_" Model. Number or Name Product Deserin lon Contract Expiration Date In HVHZ Outside HVHZ Rgglstart press.. 2 185 SH 52.72 Fin/Fienge Frame IG/SG Single Hung 10/082023 No Yea No -601-60 Florida Deparblawit of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail papa 1 of 1 111 rumis Flat Soda Enter or Qom Ra damltimam lam ,tat Version Nisideassis EoMoeu3 Lalnal %fo . 9y Val ashmtlYd FIIIIG Assancred Approved akd a Revision 2017 Clopay, Building Products Company Mark YWMernw Intedtk TSOp Services NA Gary PN~ 11MOM 17 0811012017 12I06I2017 Approved C$Wgory: Exterior Dome (513) T704t062 Iris (513) 519.8588 SubCmpory: Sediond Exterior Doc AwarrWas rnvretterlleld@ciopay.cennh compliance NWI00d: Certllk:akn Mark or Lissy FLi1527$.Rti lamdrte _ Agaironall for.Use Apaored for U- amain D.1- aaas Product Dowaludor, ContradExpiration Dab In HVHZ Oubg&HVHZ Resistant Pik as 0851N8-0B PAN-2F153: 3L. 78, 84A, 94, 42. 48, 428, 480. Shad Pan (min. 26 ga.) Singe -Car (up to 9'W aide) 051212526 No Yea No +38 PSFH2 4RST, 6RST, Goss. GRBS, AR66, EON N6NDCODE89174; V118 Gunge Door PSF Florida Department of Business & Professional Regulation Peps 1 ar t Florida Department of Business & Professional Regulation page l err i Building Codes and Standards 1 vaole Building Codes and Standards usno,e Product Approval Application Detail Product Approval Application Detall FI dada Enft or Ilk. Rah Jab 211 a ruleala S96 Enter a Ra Isla DIN Panann g. Dtaa version M-uf6dm[ Su>OW3 smallness & Usernes wlkmd9y VaNdrmd submam 19e AalBmad ah4a Dfa! MesdrsOau &Liconn Validated By VWkkftd 29healled FWApproval Agaamed Islas Revision 2017 For hkustrlas Dean Runk MWm4DWo BCCO - CER MIernFDede BCCO - VAL 12202017 12/082017 12252017 Approved Revlafm 2017 PGT Industries Dean Ruadr Mlamt os" acco -CER MWvi eft SCCO - VAL 1220I2017 12/Os2017 12MSM17 Approved Cableory: Winticwe (041) 488-0100 (78s) S1S2590 Calagay: Wlndo ve (941) 4WO100 (786) 316-259D subcategory: Fixed druad@pgtlntluebbs.com subcategory: Single Hung droark®pptlndrrstrlea.cemn CompllaMe ll"' Conflation Mark or LMBng FLJ2QM Produces Compflrne Meand: Certifiostim Mark or Lasting F11.11123041211; Products alai Pnwnrsocial. Name, orName Guider Assarrawass Aceraved for Approved M Use Conind Essentials Dab WNW RasldetilQli Imnswf Ignition Asisi rs F_ 51aa lamduct MdL Number or Hanse GLIWO Approved! Awroved fa this A assalloader, Dab 1, HVHZ QuIsW, HVHZ $aPaM daraa Ministrant P-m. S PMM (Large Mtsses impact) VM y! Final Window 1141302m Yes Yea Yes WA 7 SH-5500 (Large Messs Nnpao) Vinyl Single Hung Vliodow 0720,2020 Yes Yes Yea NIA B IK21192:H4 EDIm'SL less no 099 pandkw Ram Sails goMaM Eomb~ iLicense vabdaad By Validaed aubmillad IFBC Aoarold Aaaamsd ambs Drat vwsim loan Plpsheng Zhu Ronald I.Ogawa John Southard. P.E. o8252017 08/OBt2017 08/282017 IWOQD17 Approved Review 2017 James Horde Susanp Products, Una (900 349-2927 PE-24121 (352) 367-2526 Category: Panel Waft PWOo lg.zhuawrashw subCatagay: Sitting Campania Metlrod: Emotion Reportlrom a Florida Registered Architect or a Licensed Florida Probational Engineer alidlPi�a.ersmsm QW&LAramm Agassrand for ta4 Approved 1a! 1mma Downs product Dwrioden - so Dab In WHIZ OWW&fO 1 PJbtllre lass product Modsi. Nwtw or Mum Poa-derMM lap skiks 12/312020 Yee Yes WA WA 2 HardlePtsnk Lap MOV Florida Department of Business & Professional Regulation P.gt, a1 Building Codes and Standards 1 &2ota Product Approval Application Detall Btlaiii� EnnsLg 2111 21M Dab PenaM Data Sell cannot vandweda, vfliw w aubmbYd FMC-4 ,*M Aaaloved Hobs Drag version lamdMaau Plgaheng Zhu Ronald I.Ogawa John Southard, P.E. oB252017 O&4)82017 08121102017 10/102017 Approved Revsion 2017 Asks (909) 349.2927 PE-24121 (352) 307-25" cwemr. Paw Watt pingeMnp.zhu®)Nnnhm subcategory: Sods dle.cam Complliew Mellhod: Evaluation Report from a FlOP Re Engineer or a Llceaad Florida roftesslonel FLIK5272412 Products QLWb Assmirsa, Asawavedfor Use Approved for Use IMD u Dision Prodat0workros contrast Embwm Dm IntilRS Sam1Jlzgood BS plesum §ga Product Modal. Number or Rarer ibHrmrrN lap eking 121312020 Yes Yea WA WA 1 a. &quot2T&quot Soft Florida Deparlinent of Business & Professional Regulation P.q, al Building Codes and Standards 1152018 Product Approval Application Dafall En1xy « late 211 dab Possess 219 Rentaol Edalorsc3Ll�m Validated By V&Udbd submitted Plg.Aaalanl Aaa[srad AlWu Dean Rua* MIamHDade BCCO - CER MemFDads BCCO - VAL 12105/Y017 11/152017 12MOM7 Approved (941) 488-0100 (786) 315-2590 dree4kQppBn w".cem QualwAuilrancia Amaraffidfor lae Approved for the Impaa tLdm product omflo as ffilVWZ outside Aluminum Mullions 081 Yea Yes Yes WA Florida Deparbnent of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pepe 1 of I I/b2.a Ent" s lea 20 DAN P4r4im Rile Rgadwast Enghwer & Licamows V Hdmbd By validated SLibn W PBC Aaarsml AaWWW NOR Nick ThorWw Lyndon F. SchmkL P.E. Ryan J. log, P.E. 10014ra017 10/0312017 10/112017 121/2/2D17 Approved (33d) 922-2360 PE43409 (813) 78741555 Mhanpe mandside.com OURWAnnoince dohfor !!m Aporwrind forUse amend Damian Product InHyn orddd.HvHZ !mod Pressure Vent or SW Vflryl Soft 12rIMM No Yea No WA aA2511429 21211111 Drag va alas matHdialliess Revision 2017 POT ldU$Wn 0000oy: Exterior Door$ subCetsgory: SNdmg Exterior DOorAsssmbfts compftnce &%M e&. CertiticaHm Mark or LtWng I Etta! Product N1odsL Number or Namis 10 SGD6570 (Large Merle Impact) Florida DepaAment of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pegs 1 of, l/swa Endly or 20 Ices one P.nae , limb cannot Eaph [ a License wiMma By Yaldi d estimated FOC Approval Approved allm& Dean Read: MlemFDale BCCO-CER MWN-Dade BCCO-VAL 1=012017 112SM17 122&M17 Approved (941)485-0101) (788) 315-2590 dmari:Qpgtimxtushive.com A -roved for useAaor 1W knad Dmkn , contract Extension Ode 1,HVHz oull.11,111,.fiYfii 9ASIstat P:ressnrs Vlnyl Siding Glaze Door 04114=1 Yea Yes Yes WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall F S90 E0119L9t Must Version Mmufboknr Er rim &ld9� varAlm By R&VWM 2017 Clopsy Building Products Company Mark Wemrilak lntadak Testing Services NA. Gary PMrher Casitil Exterior Dona (513) T70-BOB2 Ina (513) 5194M BubCmpoy: Sectional Exterior Door Assa "as nnseswileld@dopaYoom Cowobe M~. Codification Mark a Liable lam tots Jaa Plendlins lam vaiwAbd it,mmuad PW Anowayal Aaatmed Am" 112mi? OW102g17 12005/2/117 Approved Acawad far Use Aaaroved for Use howl !� seas JUM R PreYYm 102 102 WB-18 PAN-2F753: 73, 75, 84A, 94, 42, 411 428, 488, Stet Pan (min. 25 ga.) Doubts -Car (97 to 10'7 0&212028 No Yes No +37 PSFI.41 4RST, ORST, Goss, GR6& ARSS, EASS wide) NONDCODE8a174; We Garage Door PSF Florida Department of Business & Professional Regulation page 1 d 1 Building Codes and Standards 1=18 Product Approval Application Detall FL1111311112,111111 Sala EMih a Rem des dated 21& Dot VuaMgn Mansions aa EBaniseraLlosnu Vabdnbdas vaatamd submitted F9CAaamral Aomvwd able Review 2017 Ja ea Halve Butitllq Produce, Ina Pingshang Zhu Ronald 1. Opm John Southard, P.E. 00252017 0510M17 082a2017 10/10=17 Category: Panel Waft (009) 349-2MV PE-24121 (352) 367-2520 subcategory: Siding plrpMwngzhu(@Janmeanar compliance, Method: Enkrtion Report from a de.com Florida Replanted Arch- or a Licensed Florke Protaubnd EagMrser FLf13l$24t8 Prodads Guests A-- Amu Approved for Uss mud a mw Ala Product Model. Number or Nisaws Prodiactilhimarlodw an own In "M oublia ti1tJii ! Pmsesn 1 COTVW* Lyn Burg iWr-cement lap sting 12/312020 Yu Yes WA WA IRMW2.0 .920 Dort verslso beleagaimr Revision 2017 Alake cataeary: Pa al Wee subCss esy! Seattle complNM$ WIWW; Evakwiim Report from a Fiorks Registered Ambled or a Licansed Florida Professional Engineer a alas Produd Ua M.Nhurlbera Nerat. 2 b. &quotAlitmcs T4&quok Soft Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Deliati P.0,a/, II 11Ya018 Endear Reda Raft Dab PWKRM Rao SaMM'& Egak-Alkmsa velmr.dw Ya9drmd aWmtl.d FWAoon-W Ao,-W Rms Nick Thompson Lyndon F. Schmidt P.E. Ryan J. K ft P.E. 10N42017 lmwwl7 10/11/2017 12/122017 Approved (330) 922-2389 PE43409 (813) 7674M sthompsomQalelde.com Approved for Approved for list hated onion Product Description In Ri B Resistant Pressure, Vent or Sold Vinyl Soft 12131=0 No Yes No WA ^W, W Else U) > O c t� U CU C. 0 .ET) O O ' C L L_ a) C� O _O , LL 4_ O . V rr^^ • VJ M a) 0 Cn (D "Iss"Issass"110 � aeeaaaaa� -4-as"1110 C0 U � aaaaaaaaa� C/) O }^,. W U) 0 L_ Q CIO CL 'all'asaall C/) .) 0 0 Cl) W V `M� W cw C a z Z Q J 0- SHEET NO. PA 1.1 N Florida Department of Business &Professional Regulation 9 Building Codes and Standards Product Approval Application Detail Page 3 1202020 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail page / d I 12012020 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pape l all lr"18 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail pap 1 d I 115201e CU W }a > V L_ L W CCL L O O /t1 � 4—V' /- (V —CD � � U O O tv� L O Q 1^L .O CIO �sa O O yr V -N-4 /t1 � > ^ Sa9S Entity or Ml 291 Data pendrm $dq Type Version Manufacturer Contact Endneer& License Validated BV Validated Submitted FBC Approval Approved Status Revision 2017 GAF Michael Sieh Robert Naminen John W. Knezevich, PE 12/112019 12/11/2019 12/182019 ding FBC Appn Category: Rooting (809) 786-3411 PE-59166 (954) 772-6224 Subcategory: Asphalt Shingles mstieh@gaf.com Compliance Method: Evaluation Report from a Florida Regsered Archtect or a Licensed Florida Professional Engineer - fL#10124•Rz5 Products -). ... .. - .. 1 - .. 11 `:' , .. ., Quality Assurance Approved for Use Approved for Use Impact Deslan Sao # Product Model. Number or Name Product Description Contract Expiration Date In HVHZ outside HVRZ Resistant Pressure 1 GAF Asphalt Roof Shingles Fiberglass reinforced 34ab, kmineted, 5-tab and 12/16/2022 No Yes N/A NIA hiphioge asphalt shingles y� ManuYactumr Endiv or � b �e Parading ]ypg version Contact Enalneer 8 License Validated By Validated Submitted PBCAoomval A�gQy� Satus. Revision 2017 TAMKO Building Products, Inc. Keni Eden Zachary R. Priest Locke Bowden P.E. 10/192017 10/052017 10202017 12N22017 Approved Category: Roofing (417) 824-6644 PE-74021 (334) 300-1800 Subcategory: Underlaymants kerrl_eden@temko.com Compliance Method: Evaluation Report from a Florida Reglatered Arch itact a Licensed Honda Engineer , .. .. Professional - _ FtfH233s:Ra Proerots - Quality Assurance Aoorovedtor Use Approved for 'Jae impact Doelam Sea # Product Modal. Number or Name Product Description Contract Exoirdlon Date In I4Va Outside HVHZ Resistant Prassurg PI11mIs.R2 7y➢! }(ypI9B Z �'d EOa�I.LI� Y.mL yll.� Ifs t�r.9� aaaNYlY �Ig Revhkn 2017, L.V. Thompson, Inc. dba Thompson Arohlbdurd Tony ChriWrmn Zachary R. Priest Locke Bowden 10/10/2017 10/10I2017 10/17/2017 12112/2017 Approved Metals Company (TAMCO) (613) 24634M PE-74021 (334) 300-18M Cdagory: Raging teny�orrNWoolinp.00m Subcategory: Roofing Accessories that are an - ghtpral Part offt Roofing SyelMn compliance R gi Registered Ar E Florida RepWerW AntltBac or a Licensed Florida ProMsional EIgInMr FLgi6"84t2 Products gmm2mafolpr Agprprned tmi.U" Aooroved for Use IRUS Esslm Mead la HVHZ outside Pressure 1 TAMOO Flat Top Mudge Vemwish Beflte for Tire 28 ga. static had voteless, with beme 0&OW201g Yes Yes WA WA � bM Dab Pontiac 281� IYa! �14a ggB(a�. EDp�,{-{ Validated By y, Opp � Revision 2017 LV. Thompson, Inc, dba Thanpscn Anitlledunt Tory Cimarron Zachary R. pdast Locke Bowde t 10/10,2017 10110=17 1p117/2017 12M22017 Approved Metals Company RAMCO) (8180 3) Z{8-34PE-74MI (334) 300-1600 Cetegay: Roo" tmny�gpnNtakoofilhg.cem ituhCaYperN: Rwft Acceeeon" that ore an Integral Pan of the Roofing System � FloridaReY Archbod o a Licensed Florida lLHM8412 Products goo LArvum'a Accepted for.Son AtmtpradJalde bmgeg Radon Amf In NVHZ Elm Beef p' 2 TAM00 Gooseneck: Mind2a ga. 090RO028 No Yea WA +0.62.8 I6 No. 15 ILL Asphalt saturated or epic felt 10/182021 Yes Yes N/A WA - c/o Florida Department of Business & Professional Regulation page t of 1 Florida Department of Business & Professional Regulation e9 Paq, a t Florida Department Of Business &Professional Regulation Poplar a, Florida Department Of Business &Professional Regulation 1a9., d, Building Codes and Standards 1l7/2019 Building Codes and Standards 1=16 Building Codes and Standards 1/502011e Building Codes and Standards 1/5=18 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail limesisae Code Entity or Data Date Dal. Pandirm Data mm Version ManuFacturer Contact Endnea&Llcanse Yalldatsd ev Validated Submitted FGC Approval Algibm"d status Tale Cede Yemim ill- tat EMIb or cooled EmWMauLlglme Validated By Ege Yalds.d Rik at&WJW Date Penang ABC Alignment Esk AMR 2291 Item Version tlealdagMK EBII w coated Emlrmar&LIcsme, Validated By E9t 21M Odes POWMO Yead1 AdkM A PBOAsissannil 2da A ANN 22ft item Ysulm magglaidalas Entity car EmbMt EngineeLi.License Validated ev 201 20 Validated allkftd Dom Pearaffies 20 FBC Amyl Am®d awn Revislon 2017 Lothian-, Ina Category: Roofing Andrew Cade, James L. Buckner, P.E. Seven M. Unch, PE (601)982-6511 PE-31242 (717)317-6454 04M2018 12/18/2017 04/152018 06/12/2018 Approved Revsion 2D17 L.V. Thompson, hi dbe Thompson Ahcieadural Metals Company (TAMCO) Category: Roofing Subfthai;W, Roofing Accessories the am an Tony Christman Zachary R. Pried Lose Bowden ($is) 24034% PE-74021 (334) 300.1800 ligaryagonneladmolling-com 10/102017 10/1012017 10/172017 121122017 Approved Revlsicn 2D17 L.V. Thompson, Irc, dba Thompson Architectural Metals Company (TAMCO) Cetegary: Roofing Subcategory: Roofing Accessories that are on Tony ChneIna in Zachary R. Pdad Lode Bowden (813) 24834M PE-74021 (334) awl woo lary@panetakooling.tem 10110=17 10mo2017 10/172017 12/122017 Approved Review 2017 Florida Metal Products Inc. CmbgOry: Roo" SgiQateOory: Roofing Accessories that ere an Integral Pad of the Roofing System Calk Jones Jemesi Bucket, P.E.@ Michael John Ratner, (904) 769-0400 CBLK:K Ergineedrg P.E. dadrQBemco.com PE-31242 (561) 414.7557 10/26=7 10/05=17 10/27/2017 121122017 Approved Subcategory: Roofing Accessories that are an Integral Part of the Roofing System Compllanca Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida acarteral—c—orn integral Pat of the Roofing System Compliance Maenad: Evaluation Report from a Integral Pali of the Roofing System Caepltente Method: EvaluaWa Report ban a compliance hledrod: Evaluation Report from a Fkrida RspiNarad Arohbd a a Lltenaed Fbdda Professional Engineer RegisteredFlorida or a Licensed Flake a a Licensed Flake ProMNonel Engineer F Y7e2 'yq ,F. �., !�. a s cd4 PrMeulond Engkww Pmbsslonal EignexArcnMW Qudlo Assurance Approved for Use Approved for Use Impact Design FLAMMM84U Products- FMISM4t1 Pmduels 3eg # PrOdud Model. Number or Name Product DescriWgn Codrecf Esdratlon Date In HVK Outside HVHZ Resistant Pressure Am" 3 Product Ilikelifil. Roraima or Name TAM00 08-RMgs Floor Verst with ad8s Quell Asssi!>Om Ctdrd Quisiculgilma Contract EBg§iYon 28 ga, astk roof vangaW with Integrated bdM Oa10arm a Approved Gee In, jor thas Approved item EtNidf.HVNZ Yes Bar Use Yes Itlmud Bmillailt WA Efeken Premium WA Soa2 4 Product leaned. fi songs or Name TAMCO Round Top OUiiidge Vent with Bdfie for TM Quaft Asouramse P 2a ga. static and ven8lakr with t did 011102 026 Am®rdforlhe Amroved jor.Lee br!l1Qli glYgttffiZ Yes Yes boa Resistant WA Emsm press WA are Mead 3 3 - FLAMOO &quotRV 10 Ridge Vemaquot guests, Araturionce Abhnimmh Ridge Vents for phoned roofs fabricated 12/d12020 from 0.026' Aluminwn Aaarm,dfor Use Apprand In HVHZ >?rlaidir.KVM No for Use bmact BeWem Yes No Eeelm Pressure WA 1 Deck-AJr1°DA4 Low Profile, Pdypropyleneplastic, Rod Vent 07/102021 Mechanically Attached to Plywood Deck. No Yes No +97.5L975 Florida Department of Business & Professional Regulation Page 1 02 Building Codes and Standards 1202020 Florida Department of Business & Professional Regulation Page / of I Building Codes and Standards 1202a20 Florida Department of Business & Professional Regulation Page I oft Building Codes and Standards 120/2020 Florida Department of Business & Professional Regulation Papa i di Building Codes and Standards 115mis Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Tvoe Code Version Manufacturer ESr rql v or Contact Endneer&License Validated By 09e Validated 2" Submitted Dde Pending FBC Approval gp(q Approved status Code Tvas Version Manufacturer Entity or Contact Engines, &.License Validated By 292 Data Pendna Validdetl Submitted FBC Ago—] 2d& Aponoved Status 22 9 TV00 Version Manufacturer Contact &Ucenee Validated By iaL1 lie Validated Submitted Data Pendlno 292 FBCApproval Approved status t3a111 92111 Ilfm VeWm Manufacturer antler or Sr90Cect VdMatdM Ra 2dat ! 21% Yaildshol $,ubmftd I&CA00[pY! Aprmyred Alsip Revision 2017 ,•• Boml Roofing Category: Roofing Subcategory: Roofing Tiles Compliance Method: Evaluation Report from a Product Evaluation Entity Anderson Robin IAPMO Uniform Evaluation Ga W. Welker rY (801) 380-6091 Services LLC. (205) 854-0160 RobinAndersonCberel.co m 10/182017 10/06/2017 10212017 Approved Revision 2017 Global Protection Products, LLC. Category: Shutters Subcategory: Sam Panels Compliance Method; Evaluation Report Gam a Florida Registered Architect or a Licensed Florida Professional Engineer Tim Robinson Weller A Tilsit Jr., P.E. Jahn W.I-6224 ich, PE (954) 689-7545 PE-44167 (954) 772-6224 tim.robinsm@gppent.ccm 09/062017 08/312017 08/112017 12f722017 Approved Revision 2017 All American Shutters end Glass Category: Shutters Su bCategory: Sam Panels Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Flomda Engines Mike Barbieri Frank L. Bernardo, RE Troy Bishop, P.E. (561) 712-9882 PE-00.46549 (954} 947-0880 mikeb@aliamericanshutte rs.com 10/182018 10/182018 i0/232018 12/11/2018 Approved P Revision 2017 rrW Compuedig Compl cam Conant bra Category; Structural Carponerde SusC@Mwy: True Plates Cpmplynme lOawd: Evaluation Report from a product Evaluation Emily Snort Lewh ICC Evatealbn Service, LLC (4MIMMIM6 1M. -Raded, PE (847) 9t8-0473 {407) 881-1917 alewls won OW79rZQ17 09I0772017 09212017 Approved — .. PLX1507b-R5 Ratlucls. _, -'Approved -- - ELS1!lta:8lEProducts Sep # Product Model. Number or Name QudilvAssurance Product Description Contract Expiration Dde Approved for Use Approved In HVHZ Outside for Use HVHZ ten xt RosistaM Dadan Phaseouts Ses # 1 Product Model. Number or Name 20 Gage Galvanized Steel Sam Panels/HVHZ Quality Assurance Product Desonlotlon Contract Expiration Ode Corrugated Galvanized Seel Sonn Panels retained 12/312020 a net by Intake to provide hurricane Protection. Approved for Use Approved for Use In HVHZ Dutslde HVHZ Yes Yes Impact ggslstaM Yes Deekn Pressure WA Sag # 1 Product Model. Number or lilm 24gs Galvanized Seel Storm Panels Quality Assurance Product Description Contract Expiration Date 24ga Galvanized Seel Sam Panels 12/312020 Aoaovedfor Use Approved In HVHZ Outside Yes for Use ){Dgygt HVH2 Resmant Yes Yes Design Pressure N/A Awl 1 Product Model. Numillow car ill— ITW BCGIAOM Higher Strength (H &amp; S) Product Comerkdw Matal Connector Plae 12/312022 for Use Approved for UsetMgggi tiNl� In NOU OLMWN HVKZ Resulted PreassuQ Yee Yes WA WA 16 exony7ur— Fiat Profile - Rlailo, o Yes 17 Saxony 900 - Caihlry Slate, Hartford Slate, Shake, Slate, Flat Profile -Stockton, CA 12/312020 No Yes NIA N/A Split Old English Thatch 18 Saxony 900- Country Sete, Sheke&amp; Sate Flat Profile - Henderson, NV 1ZrZI2020 No Yes N/A WA 19 Saxony 900 - Country Sate, Shake, Sate &amp; Split Flat Profile - Lake Wales, FL 12/312020 No Yes NIA N/A Shake 20 Saxony 900- Shake &amp;Sale Flat Profile -Lathrop, CA 12312020 No Yes N/A NIA 27 28 Mile 900 Villa 900 um Froale - uenver i MIMin Medium Profile - Lake Welas, FL 12/312030 No No Yea Yes MIA N/A N/A NIA Florida Department of Business & Professional Regulation Pew I d I Florida Department of Business & Professional Regulation Popp I of I Florida Department of Business & Professional Regulation Ppa 1 of 1 Florida Department of Business & Professional Regulation Papa I of I O Building Codes and Standards I/e/20te Building Codes and Standards 115=18 Building Codes and Standards 115=16 Building Codes and Standards 1151211 a Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detall tie mm Sails Versdm Lunukeww Enft or contact Erukua a Lkarae Valkixbd by Egg Y!lfthdsd 202 alb DON Pending Pact Approved Elm Amhatd Iwo t9 a!>!m Q& Item version milliallsom Enft or contact EftabwALmn" Vandddau Ege � pme PNW Validated! SubmVA§d FBC Approval Egt Appsyd aWm I� E!!Ja E9 2211t Item ilOion Manufacturer E"BW gi carried EnadmorSlkatrass YlYdMd By Eels E0 Yelldded i}Wselfted E E� FBC Amlpral Aaalsyd atmpr PU21974a Egda TYa! Version misidislaist antler or contact EnakM aValidatedM I§bv 211111 Date Pending PAN Yelldgd SLlbIDtlmd FM Approval! eaat>md Strom Rovhatt 2017 rrW Building; Components Group Inc. St udurd Canpannb Subcategory: Taws Plies compliance Medical: Evaluation from ■ Product Evaluation Emf4l Stued Lewis ICC Evakdion Service, LLC Wilson M. Raniod, PE 1847) 9184473 (407) 851-1917 dewN®elpindla.00m 00/192017 09/07r2017 00212017 Approved Revision 2017 ITW Bgidlg componaMs Group Inc. Category: Sbudaal CompPlain ode ubCalpory: Truss PMes Coonsiffinom ProductEvaluationMatlgtl: Bawl Matbn aePmd ham a abed Lewis Lewis ICC Evaluation 8ervlos, LLC Wham M. RaMsd, PE (low) 918�4w3 (407) 881-1917 abwls@apIneew.com OWIQ 017 0OW2017 09212017 Approved Revision 2017 ITW Building components Group Inc. Category: strry: Trum convPhase ante BubCategory: Tram Plstea Crocco va MsauE: Evalwtion Report from a Product EvNWBon Em(�' Stuart Lewis IOC Eyalution Service, LLC yMaam M. Ranieri, PE (847) 918E473 ( 881-1917 ebwlsQapineew.cerrn 09/192ai7 09A)72017 09121=17 Approved Review 2017 MlTek Industries, Inc. Category: Structural Canponente BphCaspory: Tnaa Plain Complterrn Msdm&- Evaluation Report ham a Product Evaluation Entry DavM vysd ICC Evaluation Service, LLC ICC Evaluation Service, (314) 667.7480 LLC. dwed@mfl.cerrh (205) 59948800 t(1t11W17 10M 2017 1Q22/2017 Approvedcategory: — — alp.! Usually Asaummps PFMWNMddw Aaaroved InHVIJZ for Use Aipproved O&AM" for Use HYM IMR29 seine st Emim 1'riessums Llat Heat s Product ModaL Hunrparor Noma Quaftly Assurance Product DimadMilart 2awmaxmkdbamk Ameashd for Um Ar a[mdfoiShe In HVNZ gpulaeHVHZ l91md Bohm Baba P.MMgR Ally GLILgw Asseroyod for Use Apprprrd 111151111 Oulalido, locum lariat HVM Bmalest Do" Pressure FL021974W Produmts ME Product Model. Number or share Quality Amearisfics, Ammayed for use Approved her Yes bma REM !!ZIHVIU outside HVHZ Resistant PLNM 2 ITW aCrVApine Hkge Plate Mad Connector Plate 12/312022 Yes ten WA WA 3 17W B=Alpiro Trulor Meal Connector Plate 12f31/1022 Yes Yes WA NIA 4 ITW W41AWA Wave Meal Connector PMb 12/31=2 Yee Yes WA WA 1 MISSHS 16 ga. super high strength taws connector plate 01101/2023 Yes Yes WA WA Search Sd i Forida Departrnent of Business & Professional Regulation Building Codes and Standards Papa t d t 115=18 Florida Department Of Business & Professional Regulation Building Codes and Standards Papa i d l 11512016 Florida DepaMtent of Business & Professional Regulation Building Codes and Standards Pape 1or1 irmis Florida Department of Business & Professional Regulation Building Codes and Standards pope 1 d 1 Isrmis "s �11 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail W FLM97•as ,irm Sage Version aYol E Sagest Emdmmr Alkamg vdMaad0, Eg! yaWm1W Ege aubmLd E.e-t4»gm FDIC Approved J� Aaamad atWA FL=074ri Sate Iym Venal- tYmuffied.a[ aBfihL9r cmhtst gnwwmLLURtme )fdkhftdIN BSAe go Dd§PAmdkoEon, Yeidod Submitted PlIC Approval Atm[9yd SbWm faLM974ie Sr�t Lone Vergoa lYmda9lMr EltaDcsr commit Eoalooer&Lk a vdid.tsaay Ege 204eJ: YgldtlM aubmltld FBSBaoroal Approved AN" FLIM97416 E9ds mm Museum EBtffir� contact Eaaloa!<AJIcones, Y&LhbftdBy Ee4 E� E�P�a wit Valldrld SLltrmtlYd FBCAoot,,,f Approved Slma Review 2017 Mnak hdustres, Jr. category: ua Components SuMYbpary: T}ues Plates Davit Wed ICC Evaluation Service, LLC ICC Evaluation Service, - LLC. dv/ert®me.cerrn (205) ti99.9800 1 Qf1g2017 10119120t7 10rYL2017 Approved Revision 2017 Mrrek Industries, Ina Category: Structural Components Subcategory: True Ptem David Wart ICC Evaluation Service, LLC ICC Evaluation SerAm, (314) 861-7480 LLC. dwerlQmN.onm (205) 699-8800 IOIIVA17 10119=17 1DWAMI7 Approved Ravialm 2011 MITek Industries, Inc. Category: Strut pal Components David Vaal ICC Evaluation Service, LLC ICC Evaluation Service, (314)851.7480 LLC. ��. (205) 699•&800 10112MI7 101IM17 10122/2D17 Approved Rovlsicn 2017 lrrok Industries, Inc. category: Structural Plates rib aubca ry: Str Tram comp David Wart ICC Evaluation Service, LLC ICC Evakiadcn Service, does)851-7480 LLC. (314) 861- 480 LLC. 699-Bg00 10112=17 10/192017 10222D17 Approved /'gam `w compliances! I : Evaluation Repot from a Product Evaluation Embry comps , Msthock EvskastlonReportfrom s Product Evaluation Entity ComplianceS�Mspud: Ewlratiah Report ham a Product Evaluation EWO Compgawekberod: Evaluation ROW from a Product Evaluation Emdh' lSrtEtaZHt..tidllg! F1.02197aU Products RA2197410111 Products PLe2197416 Product L Deelan 9min Am}i70m Approved for Uim hgmst Eeggs Quality Ammxdfor Uss AarovW for Use ill" Raw ousm Appeased for ties Approved for Use, ong 21" ami 2 Mil 16 16 ga. trues ca rnetorptete 01/011=1 outside Yes Yee B WA WA Mega 3 ProductModd.NuhbaorName MT18HS C 1s ga. high strength truse connector plate 01/012023 IatliNZ EIS Yes Yes global s WA !' WA Masi 4 ProduaModd.NunbaarNun MT20 20 ga. truss connector plate 01101/20P3 bLtlYHi oubwo Yes Beast Yes WA Prm!!la WA aleA 6 Plucked MadeLNumber orNarne MT20HS Cf3dmt 20 ga. high strength, tors connector pale 01A12023 IDt1QZ E Bmtamit P1mun Yes Yea WA WA M < Smah smmb CIM& Search Creole C O L Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 202 120/2020 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I d2 1202020 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Prga 1 d 1 male V � W ('[%19&R1fi7REduds ' ` _ Fl.nnsae Il9.4 Change) Change ..pLxes2l:R1a SsShc. Version 2017 Hre3rtfs Manufacturer WeyerhaeuseregryStructural Category: Srudural Components Subcategory: Engineered Lumber Compliance Method: Evaluation Report from a Product Evaluation Entity EntIH or ContaM Engineer & License Validated By Rob Baldwin ICC Evaluation Service, LLC hen Lehrer, P.E. (253} 924-6476 (808) 839-3288 Robert.Seldwln@weyerhe eusa.com Date Validated 04/012019 IDS Submitted 03272019 Dde Pon,"- FBC Approval Dy(e Approved 04/082019 .Et1lg£ Approved 11rm Version Revlsicn 2017 atmptWYM[ commercial lguld carbon. Qabgary: onnnpohnate Me BtbCapory: WedrnW latroduoed es a React of New Tertinobgy Compllrma Mdhotl: Evaluation Report from a Florida Resigned or a Licensed[ Patricia Eg10r3C �L Eml (813) 6OMs THOYH.12 HUYNH John Hoy proca 869-3707 PE-60122 (35� a88d311 pretestpakt@yahoo.com I� 21M Ydd�d aubmad 10I742017 10f13I2017 Egl.!&m1m � jEe� Approved 10282017 12l122017 sob., Approval w Z Quality Assurance Approved far Use Approved for Use longest Dasi Sao # In HVHZ Outslda HVNZ Resistant Pressure Medal. Number in Name Product and12Inch Contract B1J202 on Data Product Strength 1 High Strength Concrete Lintels 4, 6, 8, end 12Inch wide lintels 05212022 Yes Yes N/A WA _ eetlNted ProMsbnehw l Engineer 129 # Product Model. Number or Name Qualiy Assurance Product Description Contract Expiration Data Approved for Use Aoorovedfor In HVHZ Outside Use HVHZ Impact Resistant Denim Pressure P11.1111n44115 Products Z 1 MlcrollamLVL 1—InateclVeneerLumlbar 03/312021 No Yes N/A WA gwdkAm Approved ,for ,ltm Approved for Uss gousect ggsim Q 2 Parallam PSL Parallel Stand Lumber 03/312021 No Yes NIA WA AMA Product Nam, Number or Planar Product Description EIS Resistant Pr...am 3 4 TimberSuand LSL TJ Rim Board Laminated Brand Lumber 03/312021 Structural Composite Lumber a Oriented Strand 03/312021 No No Yes Yes NIA NIA N/A WA 1 Quality Pretest or commercial Cordate Products Protest and Prestressed Cakrote Lintels 0825=4 NO Yes WA WA J board Rim Board 5 Weyerhaeuser Rim Board Oriented Srand Board Rim Board 03/312021 No Yes NIA N/A SHEET PA 1-y-. ND, Tl.,i . 1, irT___,rrrF_ l R l i Y 1+ R