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HomeMy WebLinkAbout2991 Lytton Hall Dr3 v m N z co 0 O r LO M I N x m rr c 0 co L N rr a -v i C 2 Q N N a E E 0 43 c LZ CL U v 0 f/!J U m 'o 0 0 0 J 0 tZ N N -a CEO v 0 0 a N N L a� c W m• v to ALL WORK SHAH COMPLY g�ftT a NG CODES FLORIDA NATIONAL EI ECTR r, C.Crf s" , AND THE OtTy o' ORDINANCE$ ^ ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Rad. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit 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 BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BLK. Block GALV or Galy. Galvanized RND or Rind. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr, Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community K/WALL or 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 OVP or D.V.P. Diverter Valve (plumbing) OE or 0. E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation 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. Parailam WDW HDR or WDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proofing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Fir. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-8-15 2.0 FRAME —WALK REVISIONS 12-28-17 3.0 2017 FBC UPDATES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. 08-27-19 4.1 ENG. REVIEW FOR 150—C MPH 09-20-19 4.2 ADD 8'-8" ELEV. FOR TREVESTA iNININININININ[M-1 IN 11MININIFE-1101 1791 ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA Wit,DINO CODE, NATIONAL ELRO RIO 1"`0015, AND THE Dg T'°'X; i�F;N6LL ORDINANCES REVIEW Via. A CITY OrLAN ,A97MINER INDEX OF DRAWINGS SHEET DESCRIPTION 1 SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 ROOF FRAMING PLAN 8 LINTEL DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3M MONO DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS ' D1 I SECTIONS & DETAILS I WP WATERPROOFING DETAILS PA1.0 I PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site: The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. f. ,rrrrrrs,,r'�s�pr air t . �e a ; CJ _ 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 onty for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W LLI P coo U N (o V N Co000 0) J M N W H M m~ J W 5- LL _ a a 13r%r Z 3 xn t/7 M 3 W y c 6ot LU Lu �co0" ih 0 -a)o m O 5 W 2Ec'o) Boa Z @ N C) d' 0 N NQcnZ U J Z ❑00 W r 5 Z z J M !Z N o GN w •0 Y w $ o a w e cN Ln ry o r_ o Co w 2 0 8 = =1�` ¢ o 01- co �Z M �� O Z � U_ =o oLL ,o z® E N C x< U IL, CV L � z ao IL ww �= J . � VJ C ¢ U m o Z � J y O d Q w (0 Cn 2 0_LL o< ZZ go z ww W U 3o 0 ow �� 3 o JW aF �~ co 8� o0 o� U 0 CV = > d' L W � .= T .—. Q 0 L O O VJ N r L^' / T E 0)LO N m r Z Z E O E d U � -0 p JOB NO: 20-3565 SCALE : AS NOTED SHEET NO. C S 0 ,mod. 0 60 21'-5" A 37'-8" O 35-SH 16-3" a Z a Oz\ \\ U J- �J \ r(Wj o rU \\ 30'-0" N rn CAFE FAMILY ROOM VAULT.CLG. \\ VAULT. CLG. \ I M�� CARPET PATIO o ipU�j �- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - in 00 CD CD LO TYP @ 1 STORY A S3 2:12E� I - I I I � I zo I 9'-0" T-8" 2'-8" 4'-3" 6'-10" T-7" 5'-0" V-75g, G DR ER VENT S3 TH RU ROOF I� I It_ JI 00 00 N (4) 2x4 #2 SYP STUDS W/USP G HTT4@ BASE F7 S3 v I OWNER'S SUITE 8 -0 FLAT CLG. CARPET I 12A" OP tO 2668 MLIN 1 FLAT CLG. CARPET r � H.B. 10rr I 60" X 36" SHOWER FIBERGLASS SURROUND Au In D.W.-------------- 24EE 18 aul. L I 04I My COW gm Mf'r/.Timi ENTRY 8'-0" FLAT CLG. lR&S l I HANSON BOX @ 36" A.F.F. M FIBERGLASS EDGE OF SLAB 2" SURROUND I BEYOND WALL K 2-CAR GARAGE 33 S3 8'-0" FLAT CLG. % m' Owl 0%ill �Elmo ..: CARPET E 11 We. 1., I " 11-4- ILI ji. LLJI BEDROOM 00 2 , CD CoBEDROOM • 3, • , FLAT CLG.CARPET ' CARPET I=EGRESS IICIIIIIIIIIIIIIIIIIICIIIIIIIIC)'�'[]1111111111[�!'�'1=1111111111111CIIIIIIiI O CV 0 M T-0" O 6) I I I I I I I I I I I I I I I 1 I I I I I I I I I I ~ I C I I I I I I I I I I L--------- --JJ1 ------------ --- MMMN 4068 B.F. 9'-84" EDROOM 4 8'-0" FLAT CLG. CARPET IN A fn co O I w� C CO 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 71/4" 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 184X251 S.H. 13 20 X 38 j 18 J X 37 j S.H. 14 20 X 501 18 J X 50 S.H. 15 20 X 63 18 4 X 62 1 S.H. 16 20X72 184X71 j S.H. 1 H2 27 1/4 X 26 26 X 25 4 S.H. 1 H3 27 114 X 38 j 26 x 3711 S.H. 1 H4 27 4 X 50 i 26 x 50 S.H. 1H5 27JX63 26X621/2 S.H. 1 H6 27 J X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 z X 25 1/2 S.H. 23 37 J X 38 $ 36 4 X 37 3/4 S.H. 24 37 J X 50 s 36 J X 50 S.H. 25 37 J X 63 36 } X 62 1/2 S.H. 26 37jX72 364X71112 S.H. DOUBLE 2 WIDE 75" TALL 73 j WIDE S.H. 32 54 X 26 52 4 X 25 i S.H. 33 54X38j 52}X37j S.H. 34 54 X 50 a 52 J X 50 S.H. 35 54 X 63 52 j X 62 j S.H. 36 54 X 72 52 j X 71 j S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. F rn General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" AA +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 OD +28.3 / -36.4 DE +26.6 / -28.0 OF +26.6 / -32.2 GE SEE SN SHEET OH SEE SN SHEET '� 40 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +34.0 / -44.8 WALL LEGEND MASONRY HGT. @ 8'-0" A.F.F. TYP. 2x FRAME WALL INTERIOR BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLYAND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR LIVING AREA 1817 LIVING TOTAL 1817 GARAGE 427 FRONT ENTRY 32 TOTAL AREA 2276 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED FLOOR PLAN - ELEV- B 1 EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) SCALE: %4"=1'-0'r GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED ,�st��!!ali�erp 0��� °•++ GJ ��••e ��o� .0 +••+°•+.... s`+r*PRO A F-E�� t�►g1!l19111�o' 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 - Residentlal 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W Q It E pco p� O r V N N# O M N I. -a) cou- MO) d� J * , tlf LLN '`u- a 4 Z r/i M 1 W W ;8'i� d� 4005� O � � o x 0 O W ILILW'm o � fO 2 Earn W- a Cq Z 0 N Q M z 6 0 H J Z U ❑ll❑ W R z N O z n z � J M d N M z v c O �Q) U LL Y W a U�a ,, r to cl, I o U m w = r- [2E ®A • c� 0 c U) < 0 em O 1 w co Cl) �2 g z ce E =o ,o ¢S o ?0 z =® ❑ n: co ~ o E �o oQ ao ?cp �() irk N@ ,z Ww Wn =:, r0 - zQ U =m m0 o� ZF z J n0 }z M uWi a Cn 3 6 aM g° man CL ¢� =W V j0 a= o w �� >_ a CID V z¢ Ova NN CD \\ ./ r O LL, > T- m O �- _ O N O r,^ L i r .lr r rn r ui O 0-) U-) N o E T- O N z CU E Cn JOB NO: 20-3565 SCALE : AS NOTED SHEET NO. 1 0 F, DW Ellilz --ill 0 M KITCHEN ISLAND VARIES, 2" LESS THAN CABINETS BELOW VARIES w MEDICINE CABINET KITCHEN 24" TOWEL BAR ON WALL ABOVE TOILET TOILET PAPER HOLDER N FIN. FLR. 0 0 iV ir V OPT. REF. KITCHEN MIRROR I LL==\� g=� JLL=��Uj U L L�� I NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS TOWEL BAR ON BATHROOM WALL SHWR. CURTAIN ROD SHWR. HEAD TOWEL BAR IN TUB OR SHWR. SHWR. VALVES n SOAP DISH 0 in ch O TUB BATHROOMS, SHOWERS AND TUBS DOUBLE RODS o _ M OWNER'S BATH SINGLE ROD CLOSETS / LAUNDRY 16" FOR LINEN ((� 12" FOR PANTRY 1 /7// //// INTERIOR ELEVATIONS 42" H UPPER CABINETS 36" H UPPER CABINETS -- 30" H UPPER CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT x BRACKET 36 H BASE 0 FINISHED CABINETS - o COUNTER TOP 30" H BASE 00 in a. C° 0 2x r } 'nM 00 FRAMING Q0 ;- 1 /2" GYP -1 BOARD - T FIN. FLR. SHELVING CABINETS - V-2" C 0 0 r r '— C7 I N N N FIN. FLR.. Ll ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS_I 0 N O N C' O Cfl 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 Engineers signature and seal. 0 W Q cE OD E OD O N 0 CD _ !a O N O (O J rr, N r y oNo li O (i a) 0-0 -j W 5LLN - a.I» a LL ul M W rA c cF 1 L U, = a�� 0x OJ ii {� a N `'- m m m o r— m m W ILa -E rn j � O 2 �o -4 N Q m V O Z U ❑❑ W ccoo co QNQ z � Q Q O- N v(DD Wo oQ 0� v) wUVIL C��o C, U 00 W ofaimu�.. _ s U o p d Q o o w M =a o� z 41ow LPL. QE z . o� Y N z® N i— o X U oa �a o o� O E N �Q ¢= aZ ww e j Cr C U Nm mo o� zF UDi 3 Qw v� a a z o o a U_J w W o w¢ >° O d zIQ a oU oN 0 = > d' o O o m c I� T�� O r ��v N Nr 0-) r LO T L r (D N o N z E O � Li cn Z co r- a Eig U ui Q p c JOB NO: 20-3565 SCALE : AS NOTED SHEET NO. 2 (+1") 6" SMOOTH TEXTURED BAND A a��A11 12 5� 1'-y'- 12,-Q„ 0. TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) 12 /r------.\\\ o 5I I I I F1 I FRONT ELEVATION - 61 24'-0" RIDGE VENT SCALE: 1 /4"= V-0" - — -- — — T.O.M. ---- HDR HGT. ME z --- 25SH F.FL. ------------------- ------------------------------------------------------------------------------------------------ [---- LEFT ELEVATION - 61 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 shalt 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. Wr - Oft O ��„,,, Li • C. F10 oaa 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. 111) V N_ (O N # ii � -UJ CO N N N � W 0) 9� u__J 0 1 0)vi a 03Z M W �mi� aaLu IX ��n°' 0 fry ado W00 Comm W morco Z 1 to N C4 ZIL V z o J 0.d oo❑ M Z N O N¢¢ ~ Q MaiAMPEM O f� N NC1 _ (h �v W �- 0 p_ L Ln O V U M d w � �_— 2 E 0 8 = i o C C13 o cn co M zzz w z Z J LL_'0Q U5 K R fl- E U 0' ❑a co ~ o E U O8 a 00 az 0, Z N fu a w0 w Mu! fp (n c: z m o U kGLL Z J ¢" 1z N o2 z g° W ¢a sir w �o of CDLF zIa 3 0 N = E2 L C� ' �= T ^C^, m W co r T! O LO N o m Z � r E N Z m c EL E U Q 0 � JOB NO: 20-3565 SCALE : AS NOTED SHEET NO. 3.1 T.O.M. HDR HGT. 1'-0" —1. 1 12 12 5� �5 28'-0" RIDGE VENT REAR ELEVATION - B1 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 shalt 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. •• ',tom •• �•• C� ' ,, ..• PRO ��8138818888� 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. QO V. O N CQ W CODO O 0) (0N xk V 0 M N N C U.'� M ' W N Z ao � 03 �a)0 �1m0 IL Z O)roNp 60 N Q co j z ° � ❑O❑ W r v N z p M z n 'o Q d N v1 M z ° o �� � _ u_ f� w o O L. H Ln C o o t-- U m m � m E 00 8 z1. _w U o c Q o • �Q M W Z C13 M J U_ z ¢ N w � ON 0.. E OVA s� on No XU rz o jO � N Wo Z W XLq Wi ro 2O O ZQZ WmJZ F ° o� 0'0 W m zz ao W a 3 C) "� J Z 0~ J o v aF a zla Io 3 C:N 0 _ > d' W c� ,= T i� m T Y/ �L 1 O N 0 T �N_.r. T v r LO .1� T 0 o Lo T_ T— N d Z Z c E O E � :3 a U � ¢ p _J JOB NO: 20-3565 SCALE : AS NOTED SHEET NO. 3.2 VARIES 1'-10" 12' CAP CAP 2„ 2" *NOTE: CV 1 iv FOAM TO BE USED 1" RADIUS ONLY WHEN 3 1/2" RADIUS 1/2" RADIUS to REQUIRED BY COMMUNITY ^ 1'-5-" i" oo = SPECS. IF NOT, iv 3/4" RADIUS a a iM CO DETAIL TO BE 1" 2" OPENING VARIES 2" 2" 1" 1" N BUILT W/ STUCCO. 1" 4" VARIES 1/2" RADIUS EDGE OF "'I`" =1N 1• OPENING VARIES 1'-4" 0 22" VARIES ih 12 VARIES iv r N T1 1 1/2" RADIUS 41„ 2„ 4" r 2 1/2" RADIUS 4" 2 3 & 4 4 in N Mid - (p � diet 14 d' �ISI CO °IN C J Mid W f ' VARIES 12' 32' 11" 32' N T SIN 3" 2' 2° BASE BASE 4„ 1, 8„ ,"NV in iu r a I 1'-0" 4„ o o IV' N 12, o *NOTE: VARIES 8" 2" FOAM TO BE USED 3„ ONLY WHEN REQUIRED BY �* 6E 1'-6" � COMMUNITY 1" SPECS. IF NOT, 1" OPENING VARIES 2" (. �N 1" 1'-4" DETAIL TO BE 2" 2" BUILT W/ STUCCO. 24, . EDGE OF I _ OPENING Oil � ' 1-1/2" THICK 1-1/2" THICK To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these CV drawings comply with the 2017 Florida Building Code - rn 4" 10" -IN Residential 6th Edition. Engineer's signature and seal is only for structural 101, 6° M Eng es signal re and seal. g g portions of the drawing pages bearing m Zan - N W 00 r r Q 0 0 CA f0 N ft 10 2, N N roN LJL 0 d J MCO J W , N Q N 61M a W W H,n Q lL U1 S IN +� V 13 V CL Z p N C LL a x 13 n Z a fn 0 R' H aado m co o2„ 4„ 3„ 6„ N COw W = W EEo T rn o a J 1„ N 2„ 2„ rM Z rn_ N o of 2 Q Q N Q co Z 60 LC;M I z U ❑❑❑ I W N r 1-1/2" THICKco " N M O° 21„ z Oa 'IN z 2'-4„ ¢ — v , M LL N � 52 1 5 52 7 - °' 1 1'-4„ 3„ z 54 � m Ur i QO�'~ cn Y W o o Q IL 0 4, 1„ 12" - VARIES VARIES O ,,, t` AM 2' �to E � C o V m LU 121LU i w `` s i O VARIES VARIES c � Y ® Q _' tl ¢ 0 m c 4„ 8„ 1 ��1 0 d w 1„ C.0 z 0 32 Q M o a __46� w Z s � 3� 6" 4" KEYSTONE F11 b � KEYSTONE F11 00 � � o o Z ry iiv OPTIONAL OPTIONAL E o U g P- - e' ^ - <V ZV H-- 0 o a as a r O ¢ cO i 43 N w z wo WW E 4" GARAGE DR. OPENING 4" 3 a 4" WINDOW OPENING 4" 3" ' @ ¢ � m o 2„ TM 2 NOTE: a a�i o z W E INSTALL OVER STONE, TYP. z (n J o z Z FIN. TO HAVE TRADITIONAL Q w LL N z im U �� • VARIES ¢ Y • FOAM/ EPS MATERIAL IS man• LOOK & SMOOTH FINISH aZ. ACCEPTED o w ,IIJI C W5 ,lo �r zla ° 3 NOTE: o • FIN. TO HAVE TRADITIONAL LOOK & 1,_63„ 11„ 11„ 1 _4 � CAI o SMOOTH FINISH a a a 2 L 0 f2" • FOAM/ EPS MATERIAL IS ACCEPTED 54" 1'-12' 54' 6j T-8" �„ N ro 0 1 " 10„ V-4 . 10„ r N LL r bo ^� o O �t N � O a� o 0 CVO rLo rn � o N o o eo o qT ca T y Z Z O a cn U 0 a a) 12„ JOB NO: 20-3565 1„ SCALE : AS NOTED SHEET NO. GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM T • POLYCOAT (HARD COAT) F1 • ACRYLIC SAND FINISH >1 rM ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 200A INDOOR PANEL CENTER 10 #14 copper to lights & outlets NEMA 1 200 AMP 10 #12 copper to 20 amp ckts #10-2 copper to WH No #10.3 copper to Dryer METER n IO or 4/0 SER Alu 200 amp 150 amp POWER CO. FEEDly— j INTERSYSTEM DUI 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATIONPER� WITH CODE APPROVED NEC 14, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 44" AFF 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 cc 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 KwP WEATHERPROOF DUPLEX OUTLET GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET I� HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH j4. FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE +PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS o TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN O1 EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) }�D PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CO CARBON MONOXIDE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT i71J ELECTRIC METER owl ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G T J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT • •] GFI FAMILY ROOM CAFE \ 12 PENDANT AS PER SPECS � \ r \ G-- ------ c ------------------------------ \ ROUGH -IN FbR 7-0" \ OPT. CLG. FW LIGHT \ PRE -WIRE I � \ C. M .� QQ W ITE I � G � ROUGH -IN FOR I OPT. CLG. FAN/ LIGHT PRE -WIRE I 124 W. I.C. — — — O DEDICATED RECEPTACLE FOR MICROWAVE RANGE C.M HOOD PER SPECS J f . ONR �■ I �!JOPT. CLC BEDROOM MAWNIFAGE 1: I/ ` S OPT D. W I I ENTRY WP ,GFI I l� IRRIGATION GFI @ 44" A.F.F. I IF------------ W.H. I1 �l I I1 tl I I 11 I I I L_ v_ _ I I I W. I _. — I (GARAGE GARAGE DOOR LIGHT AS I GFI VP PER SPEC % I G A.F.F. 2 -/' R �1rf' LA'5' 11 I I I oQ ¢J I 1 O ¢ u- U I — wu > w GFI @44" L------------ A A.F.F. HASS.D ---------------- S.D. � EDROOM 4 12 I I ROUGH -IN FORCLG.G , ROUGH -IN FOR LLIIGHT PRE-W R/EII-J E D f OO M 3 OPT. CLG. FAN/ \ LIGHT PRE -WIRE VERIFY METER LOCATION WITH BUILDER ELECTRICAL PLAN - ELEV-B1 I SCALE: %4'=1'-0" 0 CV N ;9 Cfl a To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N 4 pip 00 V N Co xt Oh Ci p� , C7 Co N J M [V r 03 * m LL 0 H 2 T N J � LL _j a -J a '6 M W mLL ° a� Z � �Ctnrn 0 O a�� cr d �O mms W W m 0 � ¢ �EZ Xoa Z N<C.0 VIL O J Z °d ❑r W M � z N O 0 0 z � o z v J M W N ¢U) ro LL oLU Y � O N W " c o c, m w '— g 0 x� C> o o N ¢ o em co cM M ¢ zo Z Q QE zo W K o= T Z <® E ° to I— - �o JC 0 �¢°� wo = U Z O N dp ao aZ (Jp C Za oY U �O Z oZ Z J ¢ ° z to rn 02 U n mw �r dw �3 >X o z< a or v a 03. �N 0 = r 1' V IlIX L aj rn m Al W m .> T NO 9 / C`1n C 0 O 0 /�\ m O N O . �. N T r T d LO hi (0 N Lo o m = T y Z Z N c E 'a ci a U Q 0 � JOB NO: 20-3565 SCALE : AS NOTED SHEET NO. 4 ATTIC VENTILATION CALCULATIONS ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 11300 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 19.000000 2.000000 Floor 2276 2185 312 1092 78 546 561.0 285.0 276.0 (Zone 1) **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN - ELEV-Bl_ SCALE: %4r=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. Attic Ventilation I Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space, The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. **CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA! LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. ,,�a��teoe�ree�oe�e �' � a•a G� � tea. . 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W Q E Qp d E ` N # O O O O) v (A cD J M N r- aa)j *k oo LL 0 y c'�a W LL LL LL a Q Z 13 CIL N 2 A M S W u) a) m U_ 52 °' a it -ro O @ a; o _ W m O m W 'm o n m �E9'0 < oua Z NQMZQ OI— J Z V ❑0❑ W N O ¢N¢ Z o Q M o C1 Uu_ Ow V) c o o •� r._ U CO w E E O $ I r = U o ¢ • �m o� M ig W z M J LL ce E s� m E gO �� Z® oa ca �O V o O c @ �z o az z wO C/3 o O out z Z y O Q W a S� W¢u z goz a ww W �z o Jz 6, �o > O to V Z¢ o OUP O CCV i > N LL L � f0 lw' +j W � i C+j L O O co r O COI — O N T T _J LO E (0 U ) N o lc � N Z Z E O `m 0 E U J ai Q 0 J JOB NO: 20-3565 SCALE : AS NOTED SHEET NO. 5 c C d T- 5'-28" MIMI 37-8" 2'-9" 1. 5'-2" H.B. T-O" TYP L S3 2'-6" x 2'-6" x 1'-0" W/ (3) #5'S E.W. ■ ■ ■` ■ ■ ■ N r INDICATES FILLED CELL w/ 3000 PROVIDE Y2' x 9 (2) #5'S o T PSI CONC. GROUT FROM FT. TO I RECESS FOR FRT. DOOR d 3112" SLOPE 9 �, STEPS AS REQUIRED BEAM W/ (1) #5 REBAR VERT ABOVE SLAB TYP @ALL 10 TOP OF CONC./ PAVER TO BE 4" I _ io BELOW FIN. FLR. 2'-0" 4'-0" 2'-0" 6r-0" 4'-6" 2'-6" in PER FIELD CONDITIONS 0'-0" 1 PLACES SHOWN HOOKED FTG. DOWELS 5" EMBED W/ 25" EXT. CJ ABOVE SLAB "GRADE 40 STEEL" CJ C _..�..—.. F.— . o ■ ■ ■ ■ ■ TYP PROVIDE 1Y2'RECESS 1 FOR SGD. REFER TO - I HVACCHASE I AHU I;; ----------+— --"-----, N b L S3 I MASON'S SLOPE FOR � ( WIDTH r BASED ON LOCATION / / I. ; W.H. I to T I (2) #5 REBAR 3 1/2" 32=_g4 �' ' 4r_g8 �' ' VERTICALS w/ in FILLED CELL I I 37'-52rr 21'-24" 64" T-8" I T-8" 1 I 2'-1" -31/2" 1 SLOPE7 4'-0" I G ; ; OPT. D I ' 00 in S3 CJ I r — — — — — —I CJ CJ — _ .L ........... I r { �_ —_—_ j I : C J b I EDGE OF SLAB 2" _ o _—_—_—__ _—_—_—_—___—_— ■ —I KITCHEN ISLAND r CHASE TO _ I I I I I ISLAND 2'-6"x2'-6"x1'-0" : LOW WALLS 1 I 00 1 f :}I BEYOND WALL I J 1 1 I S3 ; D.W.1 = W/3-#5E.W. —__ �-------- bN CJ L� 1 I I K G SINK W1 DISP j S3 I 2'-6" I I 1 a t O S3 ( j I o ' o = I 23'-11" 2'-10" 4 _14rr I } l f 11$" I: ..• (2) #5 REBAR A CJ �cj �Cj ° K VERTICALS w/ in I i I' S3 FILLED CELL a I I I; Fj 1 t 8 N I 0'0 T` .. .. O oo I I 0- N ih 13'-54 T-2" J CJ CJ a CJ ici CJLO - ih I I '- ° 3-1/2" MIN 2500 PSI CONC 0'-0" 111 / I I• gibI SLAB OVER 6 MIL VISQUEEN _ 1 VAPOR BARRIER PSI CONC. SLAB FOR ; ; ...... .... I (3000 i 1 HERNANDO COUNTY ONLY) I ; 0 Ja :dam'. ................... .. ..................... .... .. N... Ej- -2" MIMI .r T-4" FOUNDATION PLAN MONO - ELEV-B1 NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN w 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. *"Alternate: The reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" �r rrrrreretr�� �4 o _f To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. O N Q C, # p r- 0 C 7 j N LL J �: LZ a Z>� Vi M Wco LU CL aa� 0 -0U)a, x o 00 W A. m =p mC N 0r W co E m o a m z co 0 N Q M z U J OLL = V ❑0❑ W Z N O N Q� — a N M Z a c �N Vi Y L1J O o y U Q 0-Q)- V) Vi o � � U 40 w H N E m U a w U) • ® 0 .,r 0 4 m o � J w M z F 0 Z lJ1 wo oo yN aN QE o E CI t- . Z® W, F— R0 U 00 0 ° z N L a ¢p ado wz tr (a C m� O Zz z N w m 2 W rn W o� z o CL OLL a N W W <� �w �_ � O ¢< nj O GO oa ax O~ � ZQ U=i 0 CN = L �! r > �-•. CD in O N qqt TT L , r CD rn LO E r N o z = E Q B c a E U d Q p C JOB NO : 20-3565 SCALE : AS NOTED SHEET NO. 6 N N 0 0 a N O L0 0 W 0 m 0 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 -10d x 1 1/2" HTA16 1870 1585 10 -1 Od x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2' D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 1 Od x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2' G H10A 1040 1015 18 - 1 Od x 1 1/2" RT16A 1020 1160 9 - 1 Od x 1 1/2% 8-1 Od H HTT4 1 3610 3105 5/8" ANCH. /(18) 10dx1-112 HTT4 4215 5/8" ANCH. 1(18)10d x1-1/2 J HTT5 4350 3740 5/8" ANCH. / (26)10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L HD5B * 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5350 --- 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 10140 --- 4 - 7/8" DIA. BOLTS N LUS26 1165/1060 ** 1005/915 ** 8 -10d x 3" JUS26 1000/1080** --- 8-10d P HUS26 1 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 14-10d 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 - 1Od x 1 1/2" MTW20 1195 1005 14-1 Od x 1-1/2" U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED wl 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)1Od NAILS AND (5) 1/4" x 3" WEDGE BOLTS "X" HTS 20 1310 1245 24-1Od x 1 1/2" HTW20 1530 1285 24-1Od x 1 1/2" SP1 555 535 10 - 1 Od SPT22 735 8 - 10d SP2 = 1010 1 605 12-10d SPT24 1090 12-10d HCP2 1 590 1 555 12-1 Od x 1 1/2" HHCP2 680 570 (20)1Od x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 10-17-19 LOADS — ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (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. Ri STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR 2 PLY CARRIER—J (A)� INTERSECTIONS. SPLICING '5rw/ 2 x CONT LEDGER TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. SEE SHEET D-1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN — ELEV—B1 SCALE: %4'=1'-0" *tittle e..,i���p O F <`z ' v "111111*�;lid 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. H W UNO o O O p) ' M N W LLJ 0 V) "'tiN# J 5 -J Lr' a N U.G. ri M 1 ' Lu Lu aaa 13 ��'ii W caa)0 X00 I W W 'Foot- 0 Em a z IL i 12 0 0)_� rY Q ti Q M Z 0 z N U 0 J ° ❑O I W M p`p z N O V (n � n QQQQN z o � N _ M o 41 �N � LL w o � O (N N � w c o Sol o f-- U 0° w rn )— m E 0 8 z�.. = U o �14m Q rn rn o w co M z o z J U_ E m w � �¢ � o 14 ;? C 8 wE z ?® oa z CU r6 (aXU N m a 8 o 0O O w W t o �� d L ro - Z oY U yo m0 o� Z Z zUi tU QW (n d`�i o S z U �- or0 o� z < a =3 �r o cD V uj Zl a �U L tu 0 .= T T_ x , O I.... nC W m = T_ �� O T Li / r 2 �— � rn r s3' (0N LO o E Z c E Q rn cc c @ 0- E U 0 o ui ¢ p JOB NO: 20-3565 SCALE : AS NOTED SHEET NO. 7 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. I 2. Shore filled lintels as required. j 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 L/360 vertical deflection, except lintels 17W 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 l 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. I 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) I loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load . O Safe vertical load Safe horizontal toad _ GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 3 FORM & GROUT SOLID N Q �W U ° #5 BAR CONT. 8F12-1B/1T V' LINTEL DETAIL SCALE = N.T.S. NEE 0 E 1 0. on on OM 10 00 SO 02 loge F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY J Lu 8F 16- B/1 T a o tNOMINAL QUANTITYOF WIDTH #5 REBAR AT TOP NOMINAL HEIGHT 5REBAR MIN. AT TOP (1) REQ'D CLEAR ALTERNATE POWERS STEEL LINTEL d ° ° 4 4 d ° .M.U. #5 REBAR AT TOP ° Q a d ° d ° GROUT MIN. (1) REQ'D 1-1/2" CLEAR d G ° Q O _ m ° 4 C.M.U. 4 5 REBAR AT i- = - (Ow _ Q ° O BOTTOM OF z w OU � o-BOTTOM LINTEL CAVITY o U 0 `\ G o C) Cr d O Z REINFORCING PROVIDED IN LINTEL ¢ Q Ci 0 LL Ci W 't' ¢ -- O 3 � > D A, 5 REBAR AT BOTTC 7-5/8"ACTUAL ' NOMINAL WIDTH r~n � 2 !, <1 �a AS INDICATED (VARIES) (n MATERIALS cT c precastlintels = 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 LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION O B 5 -10 LL 6-6" LL O O 4'-6" LL 4'-6" LL (�) MIN. 1 T-4" LL O 5'-10" LL LINTEL PLAN - ELEV-B1 SCALE: 14"=V-0" t F r' ��Ei10110N/��, 0 •, ° �� �, �°tom , ��#3b�f4G8�F'L 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. N Q pipp O' 1 U N N 4k 0rZ0 c: c0 J M N N Z Lr- ® N 4) M N J * �o u; wa H a LL N r; � N () W , h ai °1 i� 3 n a Lu c 0 o Za c�n� m N O X m O Wy i IL SET J❑a O@ N O X❑ N N Q co Z U 0 J Z < °011 W N O � o Q o D N U) 1) M Z o 1 °p Lu o to N w r� o N ro allw CJ 2 r_ m E o g , w s Ci C, W o `Z m o� ®0 m -\ �W co =o oo Z jw U E z a yN Q E 8 1z z® oa t6 � O X U Qo o� O N¢ L a� o o w W ¢� w CO C Q 0 oY m oLL - C J �o 7 z� az �z o z ao 82 3 to lo k W •' o w� >° 0. 003 �t z¢ > d- .-. <C C0(10 L CO co r1*11 r o 04 A N f r T LO T_ 2 r 0') T_ N 0 M z E O a E U0 bi ¢ o °i JOB NO: 20-3565 SCALE : AS NOTED SHEET NO. 8 0 Lz N N 0 a N N 0 w 0 v NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0,836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y 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 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ed. (2017) AND FLORIDA BUILDING CODE 6th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2, 1. DEAD LOADS : 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2.1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC 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. 1. 7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi WORST CASE DESIGN PRESSURE TABLE 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL BUILDING DATA CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (318" MAXIMUM AGGREGATE) CONCRETE MIX WIND SPEED (ULTIMATE) 140 MPH WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR WIND SPEED (ALLOWABLE) 108 MPH ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED WIND EXPOSURE -- "C" (FBC-R R301) 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. +/- 0.18 ENCLOSED BLDG INTERNAL PRESSURE COEFFICIENT= ) 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : BUILDING CATEGORY = II 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 @ DESIGN WIND PRESSURE: CONTRACTORS DISCRETION. (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) 4.3. CONCRETE MASONRY: # END ZONE IS ONLY WITHIN 5'-0" OF ALL EXTERIOR BUILDING CORNERS 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN, 4,3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II WINDOWS AND DOORS NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS &CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL 140 MPH + 29 .7 PSF / -39.6 PSF (END) U.N.O. STEM WALLS. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI CONSTRUCTION MINIMUM. GARAGE DOORS (V = 140 MPH) TYPE: 5B 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE SINGLE 90 +26.3 PSF / -29.8 PSF CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. DOUBLE 16X7 +25.2 PSF / -28.1 PSF 4.3• 6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. 4.4• 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER NOTE: 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL STRUCTURAL 1, U.N.O. 1 IN SHEATHING 1 32"USED IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE D F ERR 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE 4.4.4. IF OSB BOARD IS TO BE USED IN GREATER SECTION PROPERTIES. LACE OF PLYWOOD IS TO HAVE SIMILAR OR STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO MANUFACTURER SUBMIT SHOP DRAWINGS THE ENGINEER of RECORD. "DESIGN THE ATTENTION OF FLORIDA DESIGN SOLUTIONS INC. PRIOR TO THE COMMENCEMENT OF A IN E AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE 4.4.7. DESIGN, FABRICATE r SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE CONSTRUCTION. ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 318" THICK EACH. 3RD LAYER 1/8" THICK NOTE: 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: 1 FASTENING SHOULD BE TYPE "W" 1Y„ DRYWALL SCREWS AT 12 O.C. FOR CEILINGS AND 1/ SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTMA500,GRADE B Fy=46Ksi OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS HIGH STRENGTH BOLTS: ASTIM A325 MACHINE BOLTS GALVANIZED ASTMA307 (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW 4.5.2. SHEET METAL SHALL OAsiWITH G90 87 NAIL DISTANCEFROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL GALVANIZED COATISSORIES NG INACCORDANCE WIDRM TH ASTOM 525 4.5. 3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY, OPENINGS FOLLOWS: 8d = 0.131", 10d=0.148", 12d=0.148", 16d=0.162". CUT FOR OUTLETS SWITCHES ETC SHALL BE OF A TOLERANCE THAT CAN BE COVERED 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR ' ' ' APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. FOR IN THE PLANS ARE A MINIMUM. 4. 5. 6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. NOTE: 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR M ICROLAM WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc= 2,700 (PARALLEL) 4.7. STEEL: Fv= 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 A36136M 05, 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th 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 skit' 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 dilutipn. If rain II occurs before vapor retarder placement, retreatment Is required 9. FBC-R R318.1.5 - Concrete ouerpo f 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 verti al chemical barrier must be installed after construction Is complete, includingcfandscaping and Irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: 'The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. M-s r- a a. To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 9 PY Florida Building ode - g� 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 W It EE W a � N O 8 U N o o 6co � MNr- 00 LL O H �Mrnro ae w J ��N LL -LL 0. a Z 2S U y M Z W W ciL5 aWa0: -3� W 0 a� Imo C N m m o�� CL 6 IL (0N O D y NQcnZ U O J 0 Z �U ❑❑❑ W M 0 N M z_ C, a z o J (h d N U) to _ M z = v f(S Cn Y w 0` n O L. e o � � U m d � .. o m1w 6W fl 0 rn p o� �m m z w Mz2 oS Z u- ce E z } N ® O � z oa Ca � Ra 0o U o E N a8 a`z L. w0 0 ¢ o �� m .aN., Uj C O z z J < u�z U) a tl o� Z z go o .z �w a¢ =3 �� �o C:)rw e1 8 ¢ z¢ a0 O _ U3 =N 0 = L > d' L m ^1 W � C9 ,= r o T�t 0 O • T L / T E r CN o Z m Z E 0 vi `m a E 0 _j Q o j JOB NO: 20-3565 SCALE : AS NOTED SHEET NO. SIN ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE v, + + + + + + + + + + + + + + + + + + + + + + + + Backer and Filler Block Dimensions BCIOJoist Backer Block Series Thickness Filler Block Thickness 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x — 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 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) Filler blocking ' 1/8" gap x FILL CELL w CONT. #5 > STD. 90° BAR HOOK STD. 900 HOOK BOND BEAM �— CONT. #5 BAR 10 1 4 An 45. 10 6 <In 0 IL C, Cz > V) E o z o o CCIL 01) D BOND BEAM STEP #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @INT. BRG. WALL N.T.S. 1/8" min.) Small 2" min. 2" max gap • � 4 max. 4 Clinch nails when possible 1 r2"�min. t 1) Suppo back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 4" 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when indicated or max. OF THE JOIST ASA REQUIRED LEAVING Yg" GAP TOP sides b 6". - Hangers with side nailing. y- Hangerswithsidesnotcontaining t. WEB STIFFENER DOUBLE JOIST CONNECTION top flangeuthcuts. - Birdsmouth cuts. N.T.S. --------- - -- -- - Under 2nd floor crlrrrnn w/ Inar'lc N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building 1/16 code for appropriate 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 Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Load bearing walls � higher than 15001b. rt7 t 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 suppo 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.* Web Stiffener Fastener Schedule Joist Bearin Location Series De th End Intermediate � BGI5000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000s® BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d 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 SIMPSC w/ (22) ' NAILS 1 5/8"0 THRU BOLT SIMPSC w/ (22) ' NAILS 1 R TRUSS 'OP PLATE LC TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR =AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION Joist �When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3 to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL 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 SLEEVE01 t t Ink 14 0 CY/ Provide adequate bearing I I — ' Q, • a' • a (— — "'III- ( CORNER OF for each lapped joist. Use 10dx3' nails at 6'o.c. for all joist • `, • • . •� • �' �` � — � •' blocking panel Non -stacking walls ° II I . • • jT�- I HOME H C G Squash block •�--10d nails require additional consideration. °O '—r�— ��•-r� GARAGE SIDE 00 o SECTION @INT. BRIG. WALL T� III �— FINI GRADE (2x4 minimum) � �� ° STUB -OUT 51-011 FOR �_ �� - � Bearing wall, Ver76LamLVL N.T.S. 1 0 0 9 -' Glulam Beam _ GAS METER o � o � 0 0 —III-7i I � 111 i••1 = NO HOLES (EXCEPT f SEE FND. PLN. MINIMUM SPACING = 2x GREATEST Backer block (12" wide min.) .r.� — KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE Nail with 10-10d nails. SIZE &REINF. IN BEARING ZONES O (see table below) (KNOCKOUT EXEMPTS) D Install tight to top flange. SLEEVE THRU STEM •" •. Tf` • MEASUREMENTS ARE FROM FINISHED FLOOR <• :° . r 12" BELOW (see table below) GRADE PIPE VERTICAL THRU FND. SEE PLAN FOR °• • . • , p . '• ° ° • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER DO NOT cut, notch Joist hanger FOUNDATION INFO °• a' Q. • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER or drill flanges STEM FOUNDATION a ** GAS CONNECTION DETAIL \ PVC OR SCH40 SLEEVE GRADE TOP (2) #5's x 4'-0" ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** ., A 1/ ROUND HOLE MAY �� DO NOT CUT HOLES REINF. SEE PLAN CENETERED PIPE 6 6 6"" Filler block. @ BE CUT ANYWHERE IN CANTILEVER LARGER THAN Nail with PENETRATION PLUMBING LINE THE WEB. PROVIDE AT ROUND IN 10-10d nails. LEAST 3" OF CLEARANCE CANTILEVERS. Backer block required where top °. � •, a .a ' � FROM OTHER HOLES mount hanger load exceeds 250 lbs. � MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN Install tight to top flange. •O RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* Z" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-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 NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HALES 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 MAYBE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BESET WITH THE 1Yz" 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 CALL SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAYBE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. 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 bot7. tom 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. LA/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP+ FND. PENETRATIONS SCALE: N.T.S. SEE FND. PLN. SIZE &REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENETERED @PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE .a a a a a .a • r SEE FND. PLN. SIZE & REINF. ���,r��ataarrrr�s�gPO 74 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 Cade - Residentlal 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a a �sN 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5!8"OR 1/2" HIGH STRENGTH s „ „ „ (U.N.O.) (OR / GYP. TYPE X @ BLOCKING @ 12 O.C. w/ (2)12d TOE NAILS BLOCKING @ 12„ O.C. w/ (2)12d TOE NAILS (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH 8"x8"x16" NOMINAL BLOCK WITH STUD BELOW TOP PLATE STUD BELOW 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (1) ROW 2x BLOCKING @ MID (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. 2x #2 SPF STUDS HGT. FOR WALL HGT. _< 8'-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12) 10d NAILS U.N.O. @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > 8'4". Y SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 5/8" x 10" "J" BOLT @ 24" O.C. W/ (1) ROW 2x BLOCKING @ MID HGT. FOR 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING IF/INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > T-6". (ALT: 1/2"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > V-6". 1/2" GYP. WB (MIN.) @GARAGE SIDE IF z APPLICABLE. d 3/8" MORTAR BETWEEN SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) "SIMILAR Zx P.T. PLATE 114" DIA. X 31/4" TAPCONS @ 24" 0/C & •� SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS AT FOUNDATION ONLY" SIMPSON SP1 w/ 10 10d NAILS ( ) @ 6" MAX FROM END OF 2 x PLATE 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE 1 LAYER TYPE 11 #30 O ( )41 (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 "° 2 x3/16 PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND FOR ROOF CHAIRS TYP, Cl)�'' (TYP.) WWF OR FIBERMESH ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE PITCHUNDE>AYMENT PITCH >4:12 a A F F OR 5/8"x10' WEDGE ANCHOR @ 24" „ x6W1.4xW1.4 0 } 2 INCLUDE THE WALL CH 6x6W1.4xW1.4 ATTACHMENTS 2" D �. " �� ' (2) LAYERS TYPE I OR TYPE II . • '. .. • . °' .D ° ° WW F OR FIBERMESH WWF OR FIBERMESH (#15 OR #30) UNDERLAYMENT -I I I— I —I �,.' D I =I I -I I I =1 I= D ' ° ° ° ° ° ° ° t� ELEV. -0'-31/2" Z 31/2"MIN. 31/2"MIN. ' FOR UNDERLAYMENT REQUIREMENTS SEE R905, FOR ROOF PITCH 4:12 OR LESS.-I I IIF I (�' I-LI=I I �I D • I I II ° a ° ° ° a ° ° a a ° as A.F.F. p --�-►=- PRE ENGINEERED WOOD » TRUSS @ 24 O.C. U.N.O. I L - - - I - III— rl I I 11=J =l--! I" I ° ° 2x4 CONT. ° a ° ° a a = o D a' _ _ _ I' I I= D a 12 HURRICANE ANCHOR @ EACH _ �� L==I�1—� L I 1=� I �I I -1 I I—III=III—_T�--III—III=I I $ I I° a ° a ° `�' 31/ " mi . 4" III=1 I ..I I� I 2 (n — — L I I- 31/2 (mm.) 4 I I I I III (TYP.) VARIES TRUSS (SEE UPLIFT SCHED.) W/ METAL PL, UNDER EA. TRUSS " I-� I I T T� -I I' 8' - ° GARAGE DEPTH VARIES a a ° ° ° ° I I �, i V-1w a ° g - — I ,IIII�IIIII�II�I I ,,,III- (2) #5 CONT. - 1=,�III�r1= #5 CONT.81, MOISTURE BARRIER TYPICAL INTERIOR BEARING 4" 1'4' 8" (2) INSU ION LE SHINGLE ROOF U.N.O. MIN. U.N.O. 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP SHEARWALLrc TYPICAL BEARING WALL a@ STEP rc NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3!4 -1 0 „ ,_ „ S3 SCALE: 3/4 -1 0 S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S SCALE: 3/4"=1'-0" S3 ELEV. VARIES FOR ADDITIONAL SLAB INFORMATION. - ALUMINUM DRIP �°���y STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING ec W/A HABITABLE ROOM 12" N.O.•2x SUB FASCIA NAILED W/ 8d COMMON NAILS 4" 0/C @ ABOVE) W/DRYWALL EE SOFFIT 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C 0\ N, o s SCREWS @ 7" O.C. SHEET 2x STUD LOAD BEARING OR INSULATION PER FBC AND ENERGY \ \o �/ coN (1) ROW 2x BLOCKING @MID HGT. CEILING & 8" O.C. WALLS EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT \ FOR WALL HGT. < 8'-6". (2) ROWS NOTE: INSULATION PER 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. 1"x P.T. STUD 2 ROWS OF 2x BLOCKING THIRD POINTS () @ APPLICATION 2x BLOCKING @ 3rd PTS FOR SEE SECTION C/S3 FOR WALL HGT. > 8'-6". CHART ON FLOOR FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION PLAN SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE 1x2 P.T. HORIZONTAL G/S3 FOR ANCHOR " "" " 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 AOOK DETAIL SIMPSON N w/ SIDE IF APPLICABLE. NAILER 8" C.M.U. TYPICAL BOLT INFO. 5/8 x6 J BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8 THICK. K.O. BLOCK (10) 10d NAILS IL 5/8"DIA. EXPANSION BOLT @24 " O.C. STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR ( 24" O.C. VERT. OR IF NO UP LIFT ON @ 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 2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) (6)1/4"x31/4" TAPCONS 'SIMPSON SP1 SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR E BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 w/ (10)10d NAILS N 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR l¢- LI, �, END OF 2" x PLATE WWF OR FIBERMESH d F ARCHITECTURAL FINISH TYP. r ASSUMED FINISHED ,. PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR W Li P. 1, ° 1x2 PT WD FURRING @ 24" O.C. #5 VERT. IN FILL ' ' GRADE z _ �, �, D ' D • •= " _ z '� co FINISH GRADE #3 $ #4 LAP SPLICE 25" MIN. LAP MIN. LAP] GRADE 40 MIN. 740kksii, =n [GRADE 60 MIN. a _ _' ° _ _ -1 I 1==� I I —III m . D I I—III—III—J I I- I=1I I=III—I I I I IJ=III=T—- 1/2" GYPSUM WALLBOARD (1) MONO OR STEMWALL ° �, - ,� D. [30" g ' [=1 I II I D III I I-1 I 1=� U.N.O. 1x4 P.T. BASE NAILER CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) FOOTING MONO SHOWN o - FOR CLARITY ° o °� _ _ _ O° ° p p o ° P—III III=III=III=1 I=1 ° III=III=I I I_I I=1 I I z _ II J 6 MIL VAPOR BARRIER - III D I ° . I _ - ° I I - I 0O - z D : 11=—TLI= - r — #5 REINFORCING BAR W � R 17/8 IIIII I I I II =1 _ _ I' I--_LTf--I I=III I=I I I I=IIIr I I I I _ I III-1 I I —I 11=�- = _ _ ��I 4"x4" INSPECTION —III= D° —III—III—III—III—III— I I—1�T—IL = #5 LAP SPLICE 5 — (2) # CONT. T--I I I I, „ I I-1 I I, , 31/4" BASEBOARD PORT AT EACH NOTE: ° P � - - - - - g III -III III-� I =I I -I I= N FOR BEARING WALL -i *- I=III=III=III=III=I I II- COMP. SOIL. (COMPACTED TO D °' -1 - I (- -1 36" MIN. LAP [36" MIN. LAP] ON 3"CHAIRS (TYP.) 8" 1'-4" 8" MIN. 2500 PSI CONC. SLAB FILLED CELL TYPICAL W/ UPLIFT ONLY - - - - =I = I-- 95% MODIFIED PROCTOR ASTM I - �I I I I I _ I I 10" MIN PSI MAY VARY PER co AT GARAGE CONTRACTOR TO CUT BLOCK OR POUR _ _ _ _ _ _ _ _ _ I=I I=III=III=I I=III=III=III=I I=III=III—III=III=I —I -I I= ==III=III i t I- D1557) I I-T I 4" 1'-4" rn= 1-1 ry #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. CURB DUE TO SLOPE I lI -III-III--III ; Iil„IIiI,; lii, ,Iii Iii-iil-iTl� - #6 LAP SPLICE TYPICAL INTERIOR BEARING CONCRETE SLAB W/6X6 a NOTE: EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS F WALL W/ UPLIFT rG W1.4XW1.4 WWF OR "FIBERMESH" - DECO FINISH 4" to 6" BELOW GRADE „_ ,- „ SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 -1 0 S3 SEE TYP. WALL SECTION FOR ADDITIONAL „_ , „ SCALE: 3/4 -1-0 S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 � SLAB INFORMATION. SLAB INFORMATION. 4 r ° aD [ I' 0 6x6W1.4xW1.4 SEE PLAN VARIES 11/2"RECESS FOR 6x6W1.4xW1.4 D _ ao I I "� 31/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 6 MIL VAPOR D f , I _ - Z '- min.) 4" 10d NAILS TO TRUSS TOP CHORD FOR TRUSS BARRIER 4 I D C c2 a _ ° ' � GRADE AT 24" O.C. MAX. SEE PLAN FOR x . . " CONNECTION INFO a ,N e • I I COMP. SOIL. A =I - ° . oo - ! - - - r I IT III I TOP OF BEAM & LAYOUT DESIGN ° -� - I (COMPACTED TO 95% I MODIFIED PROCTOR I TT�Tf[= _ - -(1) #5 REBAR w/ OPT. - _ -ERILI� SEE ROOF PLAN e r1 r rrr z - c - _ -a °', ° A - r D1557)3„ SCjRE,F� NCLOSURE r� (2) HTS20 FOR STRUCTURAL�ASTM MIN. CLR. I I I I I- II (r� BEAM SIZE & N a (2) #5 REBAR CONT. 1-4 (1 STORY) STD. 90 NOOK (SEE I 4„ I I CONNECTION INFO - r> n 8 I I GI T ON 3" CHAIRS TYP. U.N.O. 4" 1'-8" (2 STORY) DETAIL) MIN. 2x4 P.T. PLATE I I 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 7- TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE L 7r1s" °'S'B' I Z MIN 7/16" O.S.B. SHEATHING ATTACHED PER NAILING � 8 FOR REINF. INFO. SCALE: 3/4" =1'-0" S3 SCALE: 3/4"=V-0" S3 �.� w SCHEDULE OPTION #1 1/2" GYP. BD. COLUMN LOCATION Q § SEE TYP. WALL SECTION FOR ADDITIONAL P.T. 2x > 6x6 P.T. #2 SYP SLAB INFORMATION. 2» HOLD GYP. BD. 1/2" FROM SLAB w � ABU66 SLAB STEP & RECESS S.G.D. M 01011 J CONT. BEAD SEALANT SCALE: 3/4"=1'-0" S3 OPT: DEPRESS SLAB 512" DEEP AND 6" BEYOND �� ¢ DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND ' ..• • : ' ': INTERIOR 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND PAVERS / DRIVEWAY EXPANSION JOINT a" a ; -3 1/2" SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" CONCRETE SLAB 14" O.H.D. RECESS 13" O.H.D. RECESS"' • • • GARAGE COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 O.C. PAD FOOTING PAVERS z c' M CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL EXTEND FILL CELLS EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS 8"O.C. TO FOUNDATION PAD ` �.." .; r " '• ' J - • _ ' STAGGERED, FROM BOTTOM INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. N ' I1=1 I I='a I T"'.` M ' ' ' �. a— I I —I I d I I PLATE TO CONCRETE „ ON FLOOR PLAN ^ SIZE VARIES PER PLAN M 0 z GRADE a •' ' • : ' - 4 • • - �I-I I ;A.' • - `' + . - '4�, (MIN. SHEAR 1$0#MIN. CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS 4 �- Iflm—fff .:.. '•�.',_ T- —111=11 " I op �I TENSION 120#) CONCRETE SLAB M FILLED SOLID (SEE PLAN FOR ° III=I I ��I �l�- I : ; : +� • I �I I : :. '�I 1= *- I II I •, I 6 x 6 W1.4 x W1.4 c� '- I WWF OR FIBERMESH r SIZE AND REINFORCEMENT) c7 � ° °� �_) (=I I=I I=1' Z I=- w ❑ I I_I — —III=III—I w -T�f-1 �. —I I h = _ =1 I�--i I .�. �II� °° E : _ _ a ' "' O W �n W I —I i I—III=III Z I ° ?I I ` Ii I I • ^ I I_I =' 11= _ ? I ° a. BRICK PAVERS or SLAB PER p ❑ v II -I ! rya Q _- _ - c� Z < SEE A/S3 OR J/S6 ( �_ — I I fT I =I � I I (-�,,, I III= SEE A/S3 OR J/S6 I I III III— M 6 MIL VAPOR T _ - P - - - - - - - - — —I� �, fff=T=T Tff=1 I 0'-0"FIN. FLR.� COMMUNITY SPECS � I=I — I=III-III=III -III=III-= I I —I I III=III I I= I=I FOOTING � FOR REINF. INFO. 3 MIN. CLEARANCE FOR REINF. INFO. 3 MIN. CLEARANCE BARRIER - I = — - =III -III-III-' BEYOND 1'4' (1 STORY) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'-4" (1 STORY) PAD REINFORCEMENT -� I-III-� -' 3" MIN. CLEARANCE 1' 8" (2 STOR 1'-8" 2 STORY) „ „ 4 4 ••� 4 SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH , .� .. ,�. CONC. PAD INFO. SEE SCHEDULE GARAGE DOOR SLAB RECESS �.� GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL rN SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. III S3 SCALE: 3/4"=1'-0" S3 SCALE: 3/4"= T-0" SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. I ��r�etacetttrrrt F q -its ;— «"t '��� �✓ . .r CCC♦1 oti To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W ' Co "1"E Co 8 N c0 O O O CI 0 cz c0 ..J s @ � LL .D M 0) 'O --r U W LL- u- _j a a z ,1 cc')' W Cn � C ii a CL W <W- o 0 �n�C W00 W Earn a 9 _ LL rnyO 50Ln N :D N Q co Z V � J z ° 0 ❑ao W M z N S _ z g ¢ M d N Z o �ur) If Cn Y o - 0 V) �N W a~ o � o ® � U M m w ,— [2 E o g m i = _ U 0 c � x ¢ ®Q ,n M CIO 0 W MZ o U E w o > o ® E Wo '0 0 X U 00 O 04 wo azo ww (n C OY mo °LL >Z 2 Z z O° CL � J W F o CD <F ;o a x I CO st zI¢ ij 3 yN _T_ > a) .> T_ r- Q o /�` �..� O 04 •T CI' L , r 2 •— T rn � r N L o Z E O a u CI 0 J Q ❑ J JOB NO: 20-3565 SCALE : AS NOTED SHEET NO. S3 (MONO) 3 S m _ -v cc C) to Lo NO o. i m r a Ir C 0 0 J co LO i i c O a 0 O o. E E 0 x `v h ii 0 U E U i 4 0 i a_ 0 v 0 J 0 0 0 Cl- CD 0 C LO tu 0 w C> 0 0 (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.)--� 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY WALL IS 1 1/2" MAXIMUM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 2 1/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1)10d @ 8" vARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. SL� 12 SEE TYPICAL WALL SECTION (T(p) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 wl (12)1Od (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER .+ STUD W/ (3)1Od NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)1Od NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. :/?- _= AND FILLED SOLID W/GROUT /=- — 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) -ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N,T.S. CL TO DRAIN EXTERIOR WALL CLEAN -OUT WALL A SCALE: N.T.S. Sq 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 1 ST COARSE 2ND COARSE 3RD COARSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW KB MASONRY LAYOUT D "4SCALE: N.T.S. S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT a ° e a ° a Q ° a 8" STD. 90 HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. Q3 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 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR SCRAP MATERIAL BLOCK WALL ABOVE. MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE J r W T O FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR--_—_ 118 ffill GARAGE DOOR ROLLER CONNECTION ASSEMBLY :.." GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. SCALE: N.T.S. -TRACK MOUNTING BRACKET \ \GARAGE DOOR TRACK d 8 ° ° 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. SFF NOOK N 2x CRIPPLES @ — 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 1 Od x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2X8 WALL) 1Od 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 96-318 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 I iARAGE OOR 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 (2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) BOX HEADER 12d TOENAILS • 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)1 Od x 1 1/2" EACH SIDE ' 2x STUDS TYP. O� SIMPSON HTT4 TYP. OA �R U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. SL� SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. EO TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL d d° d 12 (TYP.) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH, 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED SIMPSON SP2 w/ (12)1 Od NAILIS AT EACH STUD TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS 1/2" EXTERIOR GRADE SHEATHING @ EACH END FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) v O/C FIELDcn z a 2x TOP PLATE V2-16d 2X4 PT STUDS @ 16" O.C. NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = _= CHORD OR BLOCKING SIMPSON HETA20 w/ (8)1 Odx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD 24" @ (24" O.C, MAX) w/ MIN. 4" EMBEDMENT O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL--- W/ STD. 90' HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 1 Od @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF SPLICE STAGGERED ' \ jL-10d @ 8" O/C ATTACH ALL J EXTERIOR STUDS W/ 4b16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC OVER STUD AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON C SIMPSON SP4 SP2 P.T. ATE TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON j SIMPSON SP4 / SP4 INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SPi SIMPSC SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° o ° • HTT4 w/ (18)10d NAILS (3610# SPF) ° o • HTT5 w/ (26)10d NAILS (4670# SPF) o ° DTT2Z w/ (8)1/4" x 1 1/2" SDS (1835# SPF) ° o ° • HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (2215# SPF) ° ° • HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (3285# SPF) • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (4065# SPF) _ • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) • HDU11-SDS2.5 w/ (30)1/4" x 21/2" SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT W/ WASHER & NUT 9 • FOR DTT2Z USE 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 2S4) SCALE: NTS SIMPSON SP4 2X TOP PLATE OVERLAPPING —10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE ROOF TRUSS ABOVE i 2X BLOCKING ° I I 2X8 P.T. BOTTOM P TE rG' 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) D SIMPSON SP4 -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY 11 K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" D.C. MASONRY WALL / 10d NAILS @ 4 A 10d NAILS @ 6" O.C. / STAGGERED STAGGERED TRANSOM FRAMING o o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" L 11 PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY­-5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM a 2X8 P.T. BOTTOM PLATE UU 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY K"R SCALE: N.T.S. S4 •`c r� ` �• • \, �„V .•e`er) � n C : a J O CJ 2° A .11i"tJ Vt 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N HE. Q � U N N It ci MNN �'nmLL go) a u_ LL a U H a Z N M W v7 a) , ii ° Lau a a arnt 0� O �29'mmo W 'motim m� W't Z LL IL E rn cn J o a z N Q . V J Z OU ❑0❑ W th � N z o N iz-� z Qarmilm J M d N _ M Z v o QJ Q)mN c� �- •U LU y a �- ti VV 0 V w c E �N =3 91 oil U °° w m r— m E o g of•..,, x I, U o 0 m e ° —0 Sm o Mh M w Z N W1 ii o E U �� z Z® oa K O 0 O U o N @ ao �o Ez ww ro (Q wo ¢a ZZ m0 U.)C 0. y ZLL z v m Q N o'g 50 0- 3 LL d �W W v 3 <� k r3 w '�` o w¢ �_ a 0 CV = CC rn B �> s— � v ^ C •L O O N TCSi 'a O T w / • r E N o z E O cc a E c0 v w ¢ o _ JOB NO : 20-3565 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAMV W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (� 1 /4"X2 3/4" TITEN TO CMU SEE STRUCTURAL NOTES AND TOENAIL W/ (2)16d NAILS BACKNAIL W/ (2)16d NAILS SIMPSON H1 OA w/ (18) NAILING SCHEDULE FOR 2" SHEATHING DETAIL x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. @ 24" O.C.7 NAILING SCHEDULE FOR OUTLOOKER TOP CHORD KA SHEATHING TAIL BACKNAIL w/ (2)16d NAILS 211x4" SEE STRUCTURAL NOTES - OUTLOOKER AND NAILING SCHEDULE @ 24" O.C. FOR SHEATHING DETAIL BLOCKING FOR FIRST FOUR7 ROWS OF 45° ± 24" MAX. TOP CORD BLOCKING 45°± 2X4 CONT"L" BRACE TRUSSES @ SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2)1 Od 3" EDGES OF 2x4 CRO S BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" O/C. CMID HEIGHT SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO AT LEAST 90% OF 48" O.G. EACH JOINT W/ (3) 10d MAX. & (2)10d TOE NAILS @ AT LEAST WEB 2x4 CROSS BRACE @ 8'-0" O/C.EXTEND WEB LENGTH & NOTCH AT EA. END @ 48" O.C. A LENGTH (SEE TABLE} (SEE APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2,5A w/ (10) 8d SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROM LEDGER TO " 7/16" OSB SHEATHING & (2)1Od TOE NAILS @ 1 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 1/2" CDX PLYWOOD OR 7/16" L10dX3" @ 3" 0!C THROUGH CHORD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM CORD ATTACHED W/ (2)16d TOENAILS SHEATHING ATTACHED W/ 1 W/ 10d NAILS @ 6" O.C. INTO 2"4" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD L EDGES AND 12" O.C. FIELD 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) FASTEN WITH 1Odx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2x6P.T. P.T. SILL NOTCH "L" BRACE HERE @ 48" O.C. MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. — WEEP SCREED 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)1 Odx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. PLATE SPLICES W/ 3/16"x2" PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 10dx1 1/2" NAILS AT EA, ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"X2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" ri 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. S5 TITEN ON OUTSIDE BACKNAIL W/ (2) 16d NAILS REFER TO DETAIL J SEE STRUCTURAL ON SHEET S5 FOR _ "' "' NOTES AND NAILING X-BRACING, AND TOP T N SCHEDULE FOR CHORD BLOCKING _ °° SHEATHING DETAIL INFORMATION --ill2 2"x4" CROSS BRACE WOOD TRUSSES - - 00 APPROX. 8" FROM RIDGE FASTENED AT 2x4 RAT RUN BRACING . 1 1 2 1 1 2 EACH JOINT W/ (2) AT 24" O.C. ON TOP OF 10d & (2)10d TOE BOTT. CHORD FOR 4 /� NAILS @ EA. END TRUSS SPANS W/ 2 `7u� �j ,t' 2x4 PANEL BLOCKING ATTACHED -16d AT EA. TRUSS JOINT C�1 (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF @48" O/C FOR THE FIRST (4) ROWS OF OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. 2X4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & O/C w/ (2)16d 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 II MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) IN ARCHITECTURAL FINISH SIMPSON H1 OA w/ (18) SIMPSON SP4 w/ (6)1 Od x 10d x 1 12" AT EA.7 1 12" AT EA STUD (USE BACKNAIL w/ (2)16d NAILS OUTLOOKER SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) SEE STRUCTURAL NOTES — AND NAILING SCHEDULE FOR SHEATHING DETAIL 2x4 OUTLOOKER @ 24" O.C. (OPTIONAL- SEE TOP CORD BLOCKING FOR FIRST FOUR ROWS 4' 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)1 Od & (2)1 Od EACH JOINT W/ (2) TOE NAILS @ EA. END 10d & (2)10d TOE 2x FRAME WALL (SEE WALL NAILS @ EA. END SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD END TYP. TOP & (2)16d NAILS BOTTOM ATTACHED 2x4 PANEL BLOCKING @ 48" 2x BLOCKING W/ (2)16d TOENAILS O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM 2X4 "T" ON TOP OF PANEL SIMPSON H1 OA w/ (18) 10d x 1 12" AT EA. OUTLOOKER (2)16d 2x4 OUTLOOKER TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ " MAX. EDGES OF SHEATHING TYP. -"L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) r-GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" EA. END TYP. TOP & BLOCKING, FASTEN WITH -� BOTTOM ATTACHED w/ (2) 10dx3" @ 4" O/C SDS SCREWS TO TRUSS & (4)1/4"x3° SIMPSON SP2 w/ 12 1 16d TOENAILS SDS SCREWS TO PLATES AT 36 O.C.. ( ) Od 2X4 LEDGER (MATCH BOTTOM DBL. TOP PLATE NAILS AT EACH STUD CHORD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. SCALE: N.T.S.SS5 SIMPSON H1 OA w/ (18) 1 Od x 1 12" AT EA. OUTLOOKER -� (2)16d NAILS 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 114 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 1Odx3" @ 4" O/C EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON -LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION SEE TYP. WALL SECTION FOR SCALE: 3/4" =1'-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)1 Od PER JOINT 1INIMUM 2x OVERLAP TRUSS BRACING 'ROSS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 5EE PLAN FOR WOOD TRUSSES OCATIONS 1 Odx3" O/C 2x4 TOENAIL 6" O/C RUNNERS W/ (2)16d TYPICAL (2)16d PER NAILS JOINT �- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. SCALE: N.T.S. S5 1 GABLE TRUSS "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 S5 ° ..d ° °°'II ° v e all �-° a I dv° a- ° nlm \ ° 4 11 va a I dv • d v I4. v • v °IT v a de vl d ad .III. v ° ° a II v° a a°d n dv^ 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) -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) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR 2X4 BLOCKING W/ . (2)12d TOENAILS 8d @ 6"O/C 1 r1ff Nnn _M1 IOOCO 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"X2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ \-BRACING w/ (3)1 Od x 3" AT EACH CONN. @ 24" O/C -MOISTURE BARRIER .BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) 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-O" T-0" - 6-0" 6-0" & GREATER SCISSOR GABLE — (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2'W" 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 HGAIOKT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4)1/47xX SDS SCREWS TO PLATES (TYP.) -STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 11'-0" MAX. qO�f- o CORNERJACK 0 Y , d U cc w z Cr 0 U HIP FRAMING REFERENCE PLAN 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d 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/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB -� SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"X8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE 7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 n I r- CONTINUOUS BOTTOM' OTTO CHORD BRACING 2X4 MIN. '° IRINI �� 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 SCALE: N.T.S. SCISSOR TRUSS SCISSOR TRUSS /TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING 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 tit.. .� • ,� err • I. I • C� • v C9V. 2 'gr matt, To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W a co vS co 00 E V O m M co � y SLLN- U_ _ a 0 coN M � W rn Z -0 o mmS 2EMrn `;oa ? CLILW a NOa0 Na°0 z DO❑ W IMTNMI — M � z 13 z Q M (L N M W o Q � Ln 1_I_I ry o o U c 0 8 �.. C_ d �. d Q m O� W M M z ¢ os5 ZZ Q U_ zo g0 E O wo Z® o0 F— _ 2� o G E N i ao ¢ o o ao =, w W Y� d C/. C - z 'o Y U m� o O W Z Qi � J ym r, QW � m N �w $ ZZ a0 W N Q U < LL �o �� = H _ o ;o cD 1.a zla �N 0 = ui W � > 4 = o o m a O N 'A\ • • � J N r L / T � T T (M LO r E r— N o z z E O y `a cc a E U a ¢ 0 c JOB NO : 20-3565 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 DOOR JAMB (REFER TO PRODUCT P.T. TO PRODUCT TO PRODUCT APPROVAL FOR CONN. MAX.8" PROPER INSTALLATION DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1 X 4 ` #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X 1x4 P.T. 3/16" 0 X 3" LONG FURRING FURRING 2 ROWS 3/16 x 3-1/2 3-1/4" LONG X 3/16" 0 FURRING TAPCONS #5 REBAR (TYP') ` ' AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED TAPCON 16" O.C. & 4" 2X8 TAPCON. INTO STAGGERED @ 16" ` ' 1x8 P.T. FROM EACH END w/ MIN. 1X8 BLOCK@ SPACING �� O.C. 2-ROWS INTO 1 DETAIL 2" EDGE DIST. ATTACH 'STD. 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH 1 _ 1 /211 DETAIL 1x8 w/ (2) ROWS 8d NALS �� 3 DETAIL 90° HOOK (TYP.) FILL SOLID STD. 90 @TOP & BTTM CHORD, AND 8 ( ) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. BOTH CELLS HOOK (TYP.) t t WERE NAILS 10d @ TRUSS VERT. 3/16" x 3 -1/2" DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. TO PRODUCT � TAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALLTDOOR tB APPROVAL FOR CONN. 1x4 EACH END W/ MIN TO PRODUCT P SHEATHING TO JAMB (REFER TO PRODUCT 2" EDGE DISMT. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" TTOM OF BAND IST TYPICAL APPROVAL FOR CONN. x 3-1/2" TAPCON @ 16" 1x4 (2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH FURRING TAPCON 16" O.C. & @ END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ '+ NbTC F� @FIRST COURSE _2" MPSON HGAMIOKTA @ 12" O.C. w/ (4) 1/4x1 1/2" SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 ` I ♦ INTO BAND JOIST & (a)1/4°x2 3/4" 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.c. 3-1 /4" DETAIL +5A FIRST 2 COURSES NOTCH WEB AT E ' ` TITEN INTO K.O. BLOCK BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC LED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION A_A UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. =1610 #FOR 2 STRAPS FILL lsta COURSES EMBEDMENT INTO BLK.) 1/4" MAX 8" 2'-0" �. SOLID W/GROUT n 1 PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1/4"x1 112" SDS 1/2 DRYWALL "` — * SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) 2 x 8 45' DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE �. BRACE(S) Z x 8 BRACE/BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. CONTACT ENGINEER OF RECORD FOR OR FURTHER INSTRUCTIONS. • ° ' a ' ' '' ' •� ' (NOTCH) SCRIBE NOTCH FACE OF ARCH W/ (3)10d NAILS OVERRAN BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL .. . CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. a.. • 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHOR ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN ° RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER INSTALLATION DETAILS A DETAILS 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" -A PROVIDE TAPCON PER WDW. INSTALLATION 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 2'-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. RAID. USE (1) SIMPSON 1/2" HID TITEN (CENTERED) w/ � XO �FRHgN TO TRUSS TOP CHORD MIN. 4" EMBEDMENT AT 16" O.C. �EN� �� 1-05 -011 SCALE: N.T.S. SS 12 + + T N PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + WISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION / + + BLOCKING AS ° WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED EMBEDMENT INTO K.) "1 /4" MAX 2,_0,r 8e PER NAILING SCHEDULE ALL TO SUPPORT TRUSS + SOFFIT ° • ° �.• #5 BAR � • >• '„ ° '' •? BLOCK HEADER # SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON i + p e CENTERED W/ p• 10 ° b ° 99 BLKG. &BUCK H2.5A w/ 10 2X6 TO 2X4 ( ) 2X4 SYP . ®s �a N TOP o > ° , 1 X 4 FURRING 8d NAILS EACH TRUSS e .0. ' KNOCKOUT / �_ ° CHAIR BLOCK ° 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 8 DIAG. BRACE B NAILS AT EA. E(ND10d PROVIDE (2) MIN. PROVIDE Zx ' CONT. W/ (3)I. CONNECTOR , d ' MONO FOOTING _ . •A• ° °. x i It SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE BUCK - (1) WITHIN 4" 12d NAILS SEE LINTEL AND SECTION DETAILS -I BRACE EXCEEDS 24" JACK TRUSS PROVIDED BY—/ SCHED. LEAVE A CUT OUT IN O.S.B. ON TI MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL ? A. ° 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. tENTER SO IT DIRT z TO BE INSTALLED 000, 110 4'-0" MAX SEE PLAN BUILT UP PLWD. BUCK- LINTEL ° STANDARD C)PRECAST ° SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION P 90 HOOK N #5 BAR IN TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4'/2' 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") '• ' ° ' , . �- J. _. BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL 4' MAX. RAID. WALL USE (2)1/4" X 3112" TAPCONS AT 16" ►; INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. •''• ° , •, s• , ' � s• , , � � , f s' ANCHOR INTO ARCH BLKG. rK FOOTING SIZE AND PER INSTALLATION DETAILSSTEMWALL B_B ARCH DETAIL SECTION @ ENTRY L SECTION @ ROOF EXTENSION M REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" = V-0" SS SCALE: 3/4" = V-0" SS SECTION DETAILS SCALE: 3/4" = V-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"4" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR SIMPSON HTT4 w/ (18)10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER "SQUEEZED" W.W.M. AT PERIMETER 1/2" NAILS TO STUDS & (1) - COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. 5/8' DIA, ALL THREAD ROD #5x6' EMBEDDED INTO EXISTING BOND BEAM PER ANCHOR E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL ) OCCURS TOP WITH MIN. 3" EPDXIED w/ SIMPSON "SET" L z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER g'_0�� \ EPDXY MIN. 6" EMBEDMENT & O ¢ SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER rr 3 MIN. EDGE DISTANCE � 2 FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE ) EXPANSION STRIP � v NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE LL THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL c o v a A REINFORCING AS FOLLOWS: SEALANT —I I TIT-T v �¢ a 1 * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. c ¢ #5x6 EMBEDDED INTO * PRESS PANEL REINFORCING INTO PLACE. ::::_;: ;::;; ., 6" MIN. LAP SPLICE W/ -� ° I — v z EXISTING FOOTING 2 # x ' IN CONIC. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL ` .. ;:'= , '.:. :.:" REINFORCING PANEL SMOOTH. DO NO FURROW. Ti fC TIT ' I �T Tr N FILLED CELL —I DRILL 3/4"x5" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT � D... GRADE . , —n�- \ SET BAR IN EPDXY ,�MIN FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6 . LAP D °' \ y: O G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE ° c.l 'Q REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. T • o ` TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° '0 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN.or COVER EA. WAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 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" 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 •°°°°t0E° 1r *40 as �• l Ri • •°1 ,/ � J� f\"� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W Q 00 8 204 �p O N# Lo O O Ol c0 V) O Y M J W 5 LL N U- LL 6_j Q Z N M LU ' �cU °ate �U) O 9 m 0M W C N Co m or-- - �E°_'0 a,pa Z ILW v�N¢O� N Q M Z U H W0 ❑ID❑ M � N � C] z m� z o Q V J M d N W M z � o N LU Y W o o Q O,.,., E (10 o m � w rn r— T E - o g _� C2:f U) ®® C,o co w co o Z rJy E z �° >N Q� a Q O E V z p f6 rd ~¢0 O E CO o z o a Z N wo <o Z (Q c - � U m� O oLL Z z J r�i�0 �� 4 W 1m o� Ez W d CDCd O cF z ¢ a �U 2i a �N = > d. ui m nL W Co > T •-. ' Q Y c j:) O ^ o A\ ca = Id` so O N >+ 04 r- O a � J r .N} v LO T rn LO m = T N Z Z E O N a �? N ca a o v _j ¢ o ° JOB NO: 20-3565 SCALE : AS NOTED SHEET NO. SS CROSS BRACING DETAIL (TYP.) SCALE: NTS TRUSS NOTES: CONY. 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 wl 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. Cg 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Dg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS YV/ G- Vl.ltLVL/-%VI I iIVV17 vvr_r.� 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 3 PRE-ENG. TRUSS 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA, TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX & EACH END ALTERNATE A CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. -----L WOOD TRUSS A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE M- vIfTINIM 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL 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 G.T. 4—­ ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS HIP 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 H2.5Aw/ (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"0.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC.MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @INTERIOR BEARING PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT OL VARIES 2X4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d TOENAILS TO TOP PLATE & (2) 12d END — NAILS TO TRUSS BOTTOM CHORD SEE PLAN FOR TOP OF WALL SCALE: NTS MIN. (2) 2x4 SPF TOP PLATE ROOF SHEATHING ATTACHED PER NAILING SCHEDULE COMMON TRUSSES. SEE TRUSS PLAN FOR CONNECTION INFORMATION. OILVARIES SEE PLAN FOR WALL LOCATION MIN. 2X4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO PLATE BELOW MIN. 2X4 #2 SYP P.T. PLATE 4 W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE r; 16" O.C. MAX. INFO. SECTION @ ENTRY 8 SCALE: NTS SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( SCALE: NTS (2) 2x8 #2 SYP w) 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 @ RAISED ENTRY MASONRY WALL 4 SCALE: NTS SIMPSON HUC410 w/ (14) 16d INTO HEADER & (6) 10d INTO BEAM - SEE ROOF PLAN FOR MORE INFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE CONNECTION INFO —A 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SCHEDULDE/PLANM 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) CORNER 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO, SCALE: 3/4"= V-0" A A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED d SEE FOUNDATION PLAN FOR MORE INFO COMMON BM. ATTACHMENT �8 SCALE: NTS EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE: NTS SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. TRU 1/2" PLYWOOI (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM L.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 SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. �• MASONRY WALL BELOW: SIMPSON a HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL e 4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN 44. (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS 4. COMMON TRUSS 44. SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE SCALE: NTS 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. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ ENTRY FRONT WALL SCALE: NTS 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3)16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED W/ (3) 10d PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. SIMPSON LUS26 w/ (8) 10d NAILS - OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. 2X10 #2 SYP CONT. LEDGER w/ (3) VERIFY WITH PLAN FOR LOCATION AND DIRECTION 1/2" X 41/2" 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 LOW ROOF/WALL SHEATHING ATTACHED PER NAILING SCHEDULE 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. LOW ROOF TRUSS W/—' L (2) 2x6 BLOCKING UNDER RAISED BOTTOM CHORD 2nd FLOOR WALL w/ EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE: NTS PLYWOOD FLOORING FLOOR G.T. SEE PLAN DETAILS &SECTIONS i °p `l��,tf1e11Ar�rPP , , ... ir w,4lN�OQ. r ; rr ee G � . t"1 �q,• PROF%�' o Via` `0rrrio��trU��� 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. Ni Q tttj777 _• o O O m [p �♦ V 0 M N N C - J N LL g 1] 0 rp M , ' LL. LL W a 2S N.- w W rn 0 o Z o 000 2 E T m B o a ILW IL -N O 0 y NQ6ZQ U O- a Z V ❑0❑ W M � M — z M Cl N IL 11 — M a QXZ LL y 22 W a i U in � 0 N �N E U m m '— ° E o g z� = ® � ® c In $ C W M 0 Z � U _W. Z � go } N Q N O o u <o Z® W� ca — o < o 0 O d E N az wo 0 ¢a az ¢_j i CO c mo o Z � z N J (n N ,% < 2. ZZ go 2Q o¢ y w 0 �_ o <r ;o a 14, N 03 cN 0 = L � m n1 ro O ,W �M= T CD � L.L. > r Q r O a 0° CO _ O N C14 T V T_ L0 r �"' rn M LO T_ :37—N N o Z Z E E 4 a U _j Q p JOB NO: 20-3565 SCALE : AS NOTED SHEET NO. D1 FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE TEMPORARILY SECURE BARRIER WINDOW UNIT FLASHING REQUIREMENTS WEATHER DOOR ROUGH OPENING SLOPE RESISITIVE 0.3 in : 12.0 in BARRIER WOOD FRAME CONSTR. 0R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall include ED 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 TAPE EXTERIOR SELF -ADHERED FLASHING 3/4"-1" BEAD OF CONSTR. (.6 cm : DOER ) '. s 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 (ASSEMBLED WINDOW) 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 �- WEATHER SELF ADHERED FLASHING BUILDING PAPER embellishments such as cornices, soffits, and fascias. 2 ' RESISITIVE BARRIER SEAL TOPS OF JOISTS 1" `-, 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 (SEE DETAIL wP07) SELF -ADHERED FLASHING 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 manner to meet the requirements of the exterior wall envelope as described in Section R703.1. THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under 1 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 AND WATERPROOFING METHODS TO weather resistive barrier 3. Fold weather resistive barrier back over head Q 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 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 ' 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 y 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 building wall with a sealant complyingwith AAMA 800 or ASTM C920 Class OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WPo1) p J g 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 LETTER ON CHEMICAL , o COMPATIBILITY 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 SELF -ADHERED FLASHING, BEFORE FOLDING, SCORE of the exterior wall finish. Approved corrosion resistant flashings shall be installed at the following locations: `o EASE PAPER TO EXTEND AMINIMUM 6" RE ADHESIVE ASSHHOWN)SE 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 BOTTOM OF or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall 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 wPo2) 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 U 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. z SELF -ADHERED FLASHING < 5 1.2. In accordance with the flashing design or method of a registered design professional. �. . NAILING FLANGE 1' `` 4 1.3. In accordance with other approved methods. 0 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 mason construction with frame or stucco walls, with projecting lips on both sides under stucco BOTTOM NAILING UNDER DECKING Y masonry p J 9 p FLANGE 8 (SEE DETAIL WP07) 2 7 copings. 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. \ t / Ground 7. At built-in gutters. 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 Q 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 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN n M SELF-ADHEF T-4" PER PLAN V-0" PER PLAN 4 SHOWER SEAT n SELF -ADHERED FLASHING OUTSIDE CORNER 1, SELF -ADHERED FLASHING PATCH HERED FLASHING a a r,d M LU Lu PLASTER STOP - = W CONTINUOUS BACKER - U ROD & SEALANT W W Q � W �o A 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 III THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER Water Resistant Barrier Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) o 0 DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH-l^\✓�/� PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH 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 1st 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 \R 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 .42 0 0 N 0 Co To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 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Unit ,Mom Side (TyplcA- lbach skle for hurritane use) INSTAIIiATION INFOAMATION tvitts a t 1iU=U:zll* At too-- In krews Florida Department of Business & Professional Regulation Page I of 2 Building Codes and Standards 3/28[2018 Product Approval Application Detail 1111mi Ill Code III ;III; ail, Oil: Entity or we Date Data Perl Dat a T­ Version Manufacturer Contact Enalnear & License Validated By Validated Submitted FOC Approval Approved status Revision 2017 Gulf Coast Supply & Manufacturing, ILLC, Eng David Daniel S. Kuhn Locke Bowden P.E. 10112/2017 10/10/2017 10/17/207 12ti Approved Category: Roofing (352) 498-0778 PE-7551 9 (334) 300-1800 SubCategory: Metal Roofing info@gulfcmstsuppiy.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 Desl San # Product Model, Numb" or Name Product Description Contract Expiration Date In HVHZ Outside HI Resistant Pressure 1 0.032&quot; Aluminum 5V Crimp Min 0.032&quot; 5 V Crimp Aluminum Roof Panel 04/1212024 No Yes N/A -NIA/ over 15/32&quot; Plywood -10&5PSF 2 0.032&quot; Aluminum Gulf Lok Min 0.032&quot; Aluminum Gulf Lok 16&quot; Wide 04112/2024 No Yes N/A NIA/ Roof Panel over 15/32&quot; Plywood -116.OPSF 3 1&quot 24ga. Gulf Snap %quol Gulf Snap 24 Ga. 17&quot; wide Roof Panel 04/12/2024 Yes Yes NIA +N/Aii-131.01FIS over 16/32&quot; Plywood 4 1 &quot; 24ga. VersalLoc I&quot; Versi 24ga 16.5&quot; Wide Roof Panel 041122024 Yes Yes NIA N/A/ over 15/32&quot; Plywood -138.5PSF 5 I&quot; Vel .032&quot: Aluminum 1&quot: VersaLoc min .032&quot; Aluminum over 04112/2024 Yes Yes N/A +i 15132&quot; Plywood -101.OPSF 6 1.5&quot; 24ga. Gulf Snap 1.5&quo(; Gulf Snap 24ga. 16&quot; Wide Roof 04/12/2024 Yes Yes N/A +N/Al Panel over 15/32liliquot; Plywood -116.OPSF 7 1.5&quot; 24ga. VersaLoc, 1.5&qucit; VersalLoc min 24ga. 16&quot; wide Roof 04/12/2024 Yes Yes N/A NIA/ Panel over 1552&quot; Plywood -123.5PSF a 2&quot; 24ga. Mel Min 24 Ga. 2&quot; MegaLoc 18&quot; wide Roof 04/12/2024 No Yes N/A -N/A/ Panel over 15)32&quot; Plywood -108.5PSF 9 24 Ga. Gulf Lok Min 24 Ga. Gulf Lok 1 Uquot; Wide over 15/32&quot; 04112/2024 No Yes N/A -N/At-96.7PSF Plywood 10 24 Ga. Gulf Seam Min 24 Ga. Gulf Seem 16&quct; Wide Roof Panel 04112=24 No Yes N/A +N/AI-93.5PSF over 1x4 Wood Pudins over 15132&quot; Plywood 11 24 Ga. Gulf Seam Min 24 Ga. Gulf Seam, I 3/4&l Snap Lock, 04/122024 No Yes N/A +N/A/ 18&quot; Wide Roof Panel over 15)32&quot; Plywood -108.5PSF 12 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp Roof Panel over 15/32&quot; 04/1212024 Yes Yes N/A +NIA? Plywood -156.5PSF 13 26 G:. 5V Crimp Min 26 Ga. 5V Crimp over 15/32&quot; Plywood 04/1212024 No Yes N/A +N/A/­131.PSF 14 26 Ga, 5V Crimp Min 26 Ga. 5V Crimp Roof Panel over 1x4 Wood 04/12/2024 No Yes N/A +N/At Purlins over 15/32&quot; Plywood -156.5PSF 15 26 Ga. Gulf Lok Min 26 Ga, Gulf Lok 16&quot; Wide Roof Panel over 04/122024 Yes Yes N/A -N/A/ 15/32&quot; Plywood -161.OPSF 16 26 Ga. Gulf Lok Min 26 Ga. Gulf Lok 1 6&quot; Wide Roof Panel over 04/122024 No Yes N/A +N/A/-63.5PSF 15/32&quot; Plywood 17 26 Ga. Gulfi Min 26 Ga. Gulf PBR Roof Panel over 15132&quot; 041122024 No Yes N/A +N/A/ Plywood -154.7PSF Florida Department of Business & Professional Regulation Page 2 of 2 Building Codes and Standards 3/2W2018 Product Approval Application Detail QU atIN Assurance Approved for Use Approved for Li III Deelan Sea # Product Model. Number or Name Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure 18 28 Ga. GuIfPBR Min 26 Ga. Gulfi Roof Panel over ix4 Wood 041122024 Yes Yes NIA -I Purlins over 15/32&quot; Plywood -151.7PSF 19 26 Ga. GulfPBR Min 26 Ga. Gulfl over 15132&quot; Plywood 04/12/2024 Yes Yes NIA -NIA/ -154.7PSF 20 26 Go. GulfPBR Min 26 Ga. Gull over 1x4 Wood Purlins over 04/12/2024 No Yes NIA +i 15/32&quot; Plywood -161,71PSIF 21 26 Ga. GuIll Win 26 Ga. Gulfl over 1x4 Wood Purlins over 04112f2024 No Yes N/A +N/A1 15/32&clul Plywood -164.2PSF 22 26 Ga. GuIfRIb Min 26 Ga. Gulfft over 1 Sv3Uquot; Plywood 04112/2024 No Yes N/A N/A/ -159.2PSF 23 26 Ga. Guli Min 26 Ga, GulfRib over 1 M2&quot; Plywood 04/12f2024 Yes Yes NIA +N/Al -159.2PSF 24 26 Ga. Guli Min 26 Ga. Gufft over 1x4 Wood Purlins over 04/122024 Yes Yes N/A +i 15132&quc,t; Plywood -164.2PSF 25 29 Ga. Guli Min 29 Ga. Gull over ix4 Wood Purlins over 04/12/2024 No Yes N/A +N/A/ 1 5/32&quot; Plywood -123.5PSF 26 29 Ga. Gull Min 29 Ga. Gull over 15/32&quot; Plywood 041122024 No Yes N/A NIA/ -146.OPSF 27 29 Ga. Guli Min 29 Ga. GuffRib over 1x4 Wood Purlins over 04/1212024 No Yes N/A +1i 7116&q" ot; C.S.B. -101,OPSF 28 29 Ga. Gull Min 29 Ga. Gui war 7/16&quot; O.S.B. 04/12/2024 No Yes NfA -N/At -116.OPSF Search Criteria Code Version: 2017 FL 0: 11651 Application Type: ALL Product Manufacturer: ALL Category: ALL Subcategory: ALL Application Status: ALL Compliance Method: ALL Quality Assurance Why Contract Expired: ALL Product Model, Number or Name: ALL Product Description: ALL Approved for use In hill ALL Approved for use outside HI ALL Impact Resistant: ALL Design Pressure: ALL Data From: ALL Date To: ALL Code III or Dale Date Date Pandina Oats jygt Version Manufacturer Contact lugla2KILicense Validated By Validated Submitted FBC Approval Approved Status Revision 2017 Smart Vent Products, Inc. Michael Graham Hermes F. Nol P.E. Locke Bowden P.E. OM 7/2018 08/1712018 08/2312018 10/08/2018 Approved Category: Structural Components (877) 441-8368 PE-73778 (334) 300-1800 3 buoCategory: Products Introduced as a Result of info@smartvent.com New Technology 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 Aga Product Model. Number or Name Product Deswlptlon Contract Expiration Date In HNWMWHZ Outside HVHZ Resistant Pressure 1 SmartVent Model #1540-510 Dual Function Flood and Ventilation Vent 12/312020 Yes Yes NIA .100/_1100 2 SmartVent Model #1540-511 Dual Function Flood and Ventilation Vent 121312020 Yes Yes N/A -100/-100 3 SmartVent Model N1 540-520 Insulated Flood Vent 12131/2020 Yes Yes NIA +100/-100 4 SmertVent Model #1540-521 Insulated Flood Vent 12/31)2020 Yes Yes NIA +100/-100 5 SmartVent Model #1540-524 16&quat; Garage Door Flood Vent 12/1 Yes Yes N/A N/A 6 Sm OV n: Model #1540-670 Wood Wall Insulated Flood Vent 12131/2020 Yes Yes NIA 100/-100 7 Sm:r[Ven Model#1540-674 14.5&quot; Garage Dow Flood Vent 121312020 Yes Yes NIA N/A A3 FL17244.1 ESR-3455 12131/2020 A23 FL10446.2 '10114 �'_io_01=1'011 '. .11 ESR-2606 12131/2020 HD210-2 FL17232.3 ESR-3445 12131/2020 HU210-2 FL10856.4 ESR-2549 1213112020 HD212-2 FL17232.3 ESR-3445 1213112020 HU212-2 FL10856.4 ESR-2549 12(311202-0 HD216 FL17232.3 12/31/2020. HU216 FL10856.5 ESR-2549 12/31ii2020 HD216-3 FL17232.3 ESR-3445 12131/2020 HU210-3 FL10856.1 ESR-2549 12131/2020 HD26 FL17232.2 ESR-3445 12131/2020 HU26 FL10856.3 ESR2549 1213112020 HD28-2 FL17232.3 ESR-3445 12131/2020 HU28-2 FL10856.4 ESR-2549 12lli31_1262_0 HD410 FL17232.4 ESR-3445 12131/2020 HU410 FL10856.9 ESR-2549 12131/2020 HD412 FL17232.4 ESR-3445 12(31/2020 HU412 FL10856.9 ESR-2549 12131/2020 ...... . ...HD610 ...- FL17232.4 _17241.7 - ------ ESR-3445 ------------ E S R - 3-4-4-4- 12/31/2020, HU610 HUC0410 FL10856.10 FL1 1468. 11 ESR-2549 SIM200804 12131IM-20 1213112020 HGA10 FL17699.1 Evaluation Report 1213112020 HGA10KT FLI 1470.4 SIM200803 12131T2-626 HGAM10 ­............- ........... . .... - . ....... .. HHCP2 FL17699.1 ... ....... . ................ .. . .............. ... . ..................... . ..... FL17236.7 Evaluation Report . . ....... . .......... ..... ....... ­ .... .. .... . ... ........ . .... . ..... . .... .. ......... . .. . ............... ESR-3448 _1_213112020 1213112020 HGAM10KT HCP2 FLI 1470.4 FL10447.2 SIM200803 ESR2551 12131/2020 12131/2020 HTA16 FL17680.4 Evaluation Report 12131/2020 HETA16 FL111473.5 SIM200802 12131/2020 HTA20-18 FL17680.4 Evaluation Report 12131/2020 HETA20 FL1 1473.5 SIM200802 12131/2020 HTT16 FL17324.2 Evaluation Report 1213112020 HIT16 FL11496.1 ES-0130 1213112020 FL17324.2 Evaluation Report 12JI ii555Y HTT22 FLI 1496.1 ES-0130 12_131_12026_ HTW16 FL17244.8 ESR-3455 12131/2020 HTS16 FL10456.22 ESR-2613 1213112020 HTW20 FL17244.8 ESR-3455 HTS20 FL10456.23 ESR-2613 12131/2020 HTW24 FL17244.8 ESR-3455 12131/2020 HTS24 FL10456.24 ESR2613 12ll_3i72_020' HTW30 FL17244.8 ESR-3455 12(31/2020 HTS30 FL10456.26 ESR-2613 12131/2020 HTWM16 III Evaluation Report 12131/2020, HTSM16 FL1 1473. 11 SIM200802 1213112020 HlWM20 FLI Evaluation Report 12131/20201 HTSM20 FL11473.11 SIM200802 12/31/2020 . ..... . ..... FL6223.3 . . . ..... . Evaluation Report 2131/20201 HGT2 FL10456.18 ESR-2613 020 HUGT3 FL6223.3 Evaluation Report 12131/2020 HGT3 FL10456.19 ESR-2613 112131T2-020 FL17232.6-- ESR-3445 12(31./2020 HUS210-2 FL10856-R4 ESR-2649 31/2020 . ......... . ..HUS210-2 FL17232.6 .. ..... ... 12f31/2020 HUS212-2 FL10856.11 ESR-2549 ..... ..2....1. 1213112020 HUS26 FL17232.6 ESR-3445 1213112020 HUS26 FL10856.11 ESR-2549 12131/2020 HUS28 FL17232.6 ESR-3445 12131/2020 HUS28 FL10856.11 ESR-2549 12131/2020 HUS28-2 FL17232.6 ESR-3445 12131/2020 HUS28-2 FL10856.11 ESR-2549 1213112020 JL24 FL17232.7 ESR-3445 12f3112020 W24 FL10655.103 ESR-2549 12131/2020 JL26 FL17232.7 ESR-3445 12t31/2020 W26 FL10655.104 ESR-2549 12(31/2020 JUS210-2 FL17232.11 ESR-3445 12131/2020 LUS210-2 FL10655.107 ESR-2549 12J31/2020 JUS24 FL17232.10 ESR-3445 1213112020 WS24 FL10655.109 ESR-2549 1213112020 JUS26 FL17232.11 ESR-3445 12/31120201 WS25 FL10655.111 ESR-2549 12131/2020 JUS26-2 FL17232.11 ESR-3445 12131/2020 WS26-2 FL10655.112 ESR-2549 1031/2020 JUS28 FL17232.11 ESR-3445 12131/2020 WS28 FL10655.113 ESR-2549 12J31/2020 . . . . ............ . .... ..... . ..................... ............ y .......... 1 .... .. ............... ...... .. ......... ..... . . . ....... . . - ----- ESR-3445 12(31/2020 WS46 FL10655.118 ESR-2549 __­ .......... 121'31/2020 KLEG3 FL17241.15 ESR-3444 12131/2020 LEGS FL110667.71 ESR-2615 12J31/2020 . . ...K....ST2I..6......0..I........... .......... .LSTA12 FL17244.15 FL17244.18.. ESR-3455 ESR-3455 1.2131/20­20- -i2/3i/2020 -MST60 LSTA12 FL10852.7 FL10852.4 ESR-2105 ESR-2105 12/31/2020 1213112020 LSTA15 FL17244.18 ESR-3455 12131/2020 LSTA15 FL10852.4 ESR-2105 12131/2020 LSTA 18 FL17244.18 ESR-3455 12131/2020 LSTA18 FL10852.4 ESR-2105 12131/2020 LSTA24 FL17244.18 ESR-3455 1213112020 LSTA24 FL10852.4 ESR-2105 12131/2E0 LSTA30 FL17244.18 ESR-3455 1211 LSTA30 FL10852.4 ESR-2105 1213112020 LSTA36 FL17244.18 ESR-3455 12t3l/2020 LSTA36 FL10852.5 ESR-2105 12131/2021) LTS19 FL17219.2 ER-0200 1213112020 LTT19 FLI 1496.3 ER-130 12(31/2020 LTS B FL17219.2ER-0200 12131/2020 LTT20B FL1 1496.3 ER-130 12/3_1/2020 LTT131 FL17219.2 ER-0200 12(31/2020 LTT131 FL11496.3 ER-130 12131/2020 LTW12 FL17244.8 ESR-3455 12131/2020 LTS12 FL10456.29 ESR-2613 12131/2020 1724 " E"S­ R' -3,4-47- 1­2131/202-0- LGT2 FL11470.7 SIM200803 MP3 . . ........... ..... . FL17244.22 ... . . . .......... . ............... ...... . ...... . ..... ESR-3455 .. . ....... . 12131/2020 LS30 FL10446.15 ESR2606 12131/2020 MP34 FL17244.23 ESR-3455 12131/2020 A34 FL10446.3 ESR2606 12131/2020 MP4F .. . ....... . . MP5 FL17244.24 .......... ..... ...... ... . ............. .. ... FL17244.22 ESR-3455 .............. ......... . ......... . .. . . . .... ..... ..... . .. . ....... . ......... .. .. . ............... ESR-3455 12131/2020 12t3l/2020 LTP4 LS50 FL10446.19 FL10446.16 ESR-2606 ESR-2606 12131/2020 12(31/2020 mPH3516 FL17240.3 ESR-3447 12131/2020 WMI416 FL10667.86 ESR-2615 1213112020 MSTA12 FL17244.18 ESR-3455 12131/2020 MSTA12 FL10852.8 ESR-2105 1213V2026 MSTA15 FL17244.18 ESR-3455 i�3_1 20 MSTA15 FL10852.8 ESR-2105 _fY3_ViO_20 MSTA18 v FL17244.18 12131/2020 MSTA18 FL10852.9 ESR-2105 12131 :itI MSTA24 FL17244.18 ESR-3455 12131/2020 MSTA24 FL10852.9 ESR-2105 12t3l/2020 MSTA36 FL17244.18 ESR-3455 12t3l/2020 MSTA36 FII ESR-2105 12t3l/2020 MSTC40 FL17244.26 ESR-3455 1213112020 MSTC40 FL10852.11 ESR-2105 12131/2020 MSTC52 FL17244.26 ESR-3455 12131/2020 MSTC52 FL1101352.11 ESR-2105 12131/2020 MTW112 FL17244.8 ESR-3455 12t3l/2020 MTS12 FL110456.33 ESR-2613 12131/2020 1.._'M:iW.6_­...".__ ............. ­­.- . .... . .... MI _­­­­FD" 41,11-1.1.1 ­­­ ... .. ...... . . .................. .8 FL17244.8 . I . .. ........... ... . . .......... ESR-3455 ..................... . .... . . . . . ........... ESR-3455 ..... ­ . . . .... . ........................... 12t3l/2020 1 2iM-6626 MTS16 MTS18 FL10456.34 FL10456.35 ESR-2613 ESR-2613 12/3112020 ... . . . . . .................. . I— 12(31/2020 MTW20 FL17244.8 ESR-3455 12J31/2020 MTS20 FL10456.36 ESR-2613 12131/262-0 MIJGT115 FL17240.5 ESR-3447 12t3l/2020 MGT FLI 1470.9 SIM200803 12131/2020 Report-i MBM3.56l11.25 FL13904.6 ESR-2616 12131/2020 NFM35X16U FL578.3 Evaluation Report 12t31/2020 MBHA3.56116 FL13904.6 ESR-2616 12J31/2020 PAU44 FL17239.13 ESR-3449 12131/2020 HDU2-SDS2.5 FL10441.4 EBR-2330 12J3112020 PAU66 FL17239.13 ESR-3449 1213112020 GLTV3.516 FL10667.8 ESR-2615 �/2020 PHD2A FL17219.3 ER-0200 12t3l/2020 FGTR FL11473.2 SIM200802 1213112020 PH)413516 FL17241.20 ESR-3444 12(31/2020 CS16 FL10852.1 ESR-2105 12131/2020 RFUS FL6223.5 Evaluation Report 12t31/2020 H1 FL10456.5 ESR-2613 10311/2020 RS150 FL17244.27 ESR-3455 12131/2020 H10 FL10456.6 ESR-2613 1213112020 RT15 FL17236.3 ESR-3448 12131/2020 H10-2 FL10456.7 ESR-2613 12131/2020 RT16-2 RT16A FL17236.2 ........ . ... ­ ... . ...... . . . . ...... ........ FL17236,2 ESR-3448 ........... .. . .. . .............. 1-11-11-1 . . .... ........... . . . ...... .. . ......... . . ........... ESR-3448 12131/2020 .... ......... . .... 12(31120201 H10A H3 FL10456.6 FL10456.13 ESR-2613 ESR-2613 1213112020 12/31/2020 RT3A FL17236.3 ESR-3448 12131/2020 H4 FL10456.14 ESR-2613 1213112020 RT4 FL17236.3 ESR-3448 12131/2020 H5 FL10456.15 ESR-2613 12131/2020 RT5 .. .... .. . ..... . . . .... ......................_...........................FL17236.3 FL17236.3 ........ ................... . .... ­.'_'__­­_­ FL17236.3 ESR-3448 . . ... . ........ ..... .... . ESR-3448 12131/2020 ......... ..' -.1-1 .. . ........ 12131/2020 H2.5 H2.5A FL10456.11 FL10456.12 ESR-2613 ESR-2613 12131/2020 1213112020 RT7A FL17236.3 ESR-3448 12131/2020 H8 FL11470.3 SIM200803 12/31/2020 RTaA FL17236.3 ESR-3448 1213112020 Spi FL10456.41 ESR-2613 12131/2020 SPT22 FL17244.30 . .... . . ... ESR-3455 12131/2020 SP2 FL10456.42 ESR-2613 1213112020 SPT24 FL17244.31 ESR,3455 12t3l/2020 SP4 FL10456.43 ESR-2613 12131/2020 SPT4 FL17244.32 ESR-3455 12131/2020 SP6 FL10456.44 ESR-2613 12J3112020 SPT6 FL17244.32 ESR-3455 12131/2020 SP8 FL10456.45 ESR-2613 12/31/2020 SPT8 FL17244.32 ESR-3455 12131/2020 SPH4 FL10456.46 ESR-2613 1213l/2020 SPTH4 FL17244.32 ESR-3455 12131/2020 SPH6 FL10456.47 ESR-2613 12131/2020 SIPTH6 FL17244.32 ESR-3455 12/31/2020 SPH8 FL10456.48 ESR-2613 12131/2020 SPTH. .... . ....... . ..... . 8 . ..... ............... .......... ESR-3455 ly 56 U24 FL10655.141 ESR-2549 . ..... 12131/2020 SUH24 FL17232.13 ESR-3445 12/3112020 HHUS28-2 FL10655.3 ESR-2549 12(3112020 THD28 FL17232.16 ESR-3445 12/3112020 HHUS410 FL10655.4 ESR-2549 12131/2020 THD28-2 .......... 1 1-1--, ­ THD410 FL17232.16 . . ............... I . ... . .... FL17232.116 ............ . . . ESR-3445 ESR-3445 12131/2020 _1_261&620'J_ HGUS5.25/12 HGUS414 FL11468.11 FL11468.10 SIM200804 SIM200804 12J31/2020 020 THD412 FL17232.16 ESR-3445 12/31/2020 HDQ8-SDS3 FL10441.1 ESR-2330 12(31/2020 THD612 FL17232,16 ESR-3445 12(31/2020 MSTAM24 F111473.19 SIM200802 12131/2020 THDH414 ESR-3445 12131/2020 MSTAM36 FLI 1473.19 SIM200802 1213112020 IJGTS3F FL2033.1 Evaluation Report 12/31/2020 MSTCM40 FLI 1473.19 SIM200802 12131/2020 UPHD8 FL17219.5 ER-0200 12(31/2020 HHETA20 FL11473.9 SIM200802 12(31/2020 LGT3-SDS2.5 FL1 1470.7 SIM200803 12131/2020 LGUM26-2 FLI 1473.12 SIM200802 12131/2020 May 27, 2020 PRODUCT APPROVAL SPECIFICATION SHEET(2018) i As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Cate gory/S ubcategory iManufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf 12/31/2021 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.6 +67.0/1 psf 1213l/2021 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.9 +67.0/-67.0 psf 12131/2021 ThermaTru Firber-Classic and Smooth -Star (NON4MPAC1) FL20461.14 +67.0ti psf 12t3l/2021 ThermaTru Classic -Craft and Benchmark FL15225.1 +67.0t-67.0 psf 12/31/2021 Thermai Smooth -Star and Benchmark FL16225.5 +67.0/l psf 12/31/2021 Thermai FiberClassic, Smoothstar, ClassicCraft, Rustic FL7640.1 +67.01-67.0 psf 1213112021 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL16332.5 +40.0/40.0 psf 12/31/2020 PGT Series 5570 FL251,10 4/1412021 C. SECTIONAL Clopay Building Products Residential WinclCode Doors W5 (8X7) FL15279.37 +30.0/1 psf 6/21/2028 Clopay Building Products Residential WindCoae--Doors W5 (16X7) FL15279-53 +30.0/-30.0 psf 5/21/2028 Clopay Building Products Residential Windi Doors W6 (8X7) FL15279.85 +38.0/l psf 5/21/2028 Clopay Building Products Residential Windl Doors W6 (16X7) FL15279.102 +37.0/1 psf 5/21/2028 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 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.0/1 psf 10/8/2023 PGT Series 5500 FL239.7 7/30/2020 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.0/-50.0 psf 2/1612024 C. FIXED MI Windom and Doors Series 185 FL15349.1 +40.0/40.0 psf 4/3/2023 PGT Series 5520 FL243 4/30/2020 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NIA 12131/2020 PGT Series 5500 FL261.1 N/A 5/26/2021 E. OTHER 3. PANEL WALL James Hardie Building Prod. mplank Lap Siding and HardiePlank Lap Siding A. SIDING FL13192.1 - FL13192.2 N/A 12/31/2020 B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psf 12/31/2020 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2022 B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328.6 N/A 10/18/2021, C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. off Ridge Vents FL16918.1 - FL16918.4 N/A 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 N/A 12/31/2020 Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A 7/10/2021 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/31/2020 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/31/2020 F. METAL ROOF GulfCoast SI Manufacturing, LL 0.032" Aluminum GulfLok 16" wide roof panel FL1 1651-2 R3 N/A 4/12/2024 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 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ,WCAr Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A 12(31/2020 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 1/1/2023 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FLI - FL6527.5 N/A 3/3112021 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL168.1 N/A 5/21/2022 Commercial Concrete Products, Inc, High Strength Concrete Lintels FL1774 N/A 5/25/2024 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) CU CU Cn CU Cll C:) 0 2 CM CIO 0 CV 41 C:) CZ 0-0-0 0 C6 Fn 0 = CU c 0 0 CD LL 4- 0 CU > Cn E 2 0- cuu) -0 '0 . c - Cf) W J CC 0 0 Cf) cu r) ICU W < SHEET NO. PA 1.0 9 O • 3 sere Building Codes and Standards Product Approval Application Detail +v+z2o16 Building Codes and Standards Product Approval Application Detail ivlv2ot5 Florida Department of Business $ Professional Regulation Building Codes and Standards Product Approval Application DataN Page 1 a+ vnota Florida Department Of Business $ Professional Regulation Building Codes and Standards Product Approval Application DetaN Ppa t of tf5/Jgta gggp Entlty or pg(q pj(¢, Data Pemm,a pjtg done. Entity or �(p, � Date P.naba p�q IYg! Venlp^ Menuhauror Contact EnnlneaY:BLlesnae Yelldetatl8v yggggttg $L9gtltffi9 FBCAooroval Approved gtawe. II(gR. Venlon Menulaauror Contact EnelNerB-Liwnae YelbaedBy ValM.atetl Submitted FBCAoproaal aggLgytg a9gBda Revision 2017 Therms-Tru Corporation Category; ExleRor Doors PoeK+AA'Ight Lyndon F. Schmidt, P.E. Ryan J qng, p.E. (4f9)298.77W PE-43409 (813)767-6565 iW15t2017 07/17/2017 10/18n017 12/12J2017 Approved Revision 2017 iharma•Tm Corporation Category: Exlanor Doors Rick VY+gM Lyndon F. Schmidt, P.E. Ryan J. K(ng, P.E. (479)298.1740 PE43409 (613)767-8555 17fiS/2017 17J13r3017 12t212017 02713f1018 Approved. � � � lease -�' � � Dab ParMoa � � � Y� td �t-� 1'3,1 Yq�l$t � }� )(illy jiffillaffilgad �P°"�1O f�a. 1,'fficAq�419 N CU N C6 N U ^� � W CL O O co U S� O'^ O .=+ O O ^N N CL y 2^ O ii .� V/ ■ CD C O ■ U ■ O }^ 1/ W O U O L.I..d cur G z z Q J SHEET NO, PA 1.1 Florida Department of Rosiness & Professional Regulation Pegg 1 rot Florida Department of Business $ Professional Regulation Page Approged PIAI2254Wl Produces InHVHZ LL Outside HVHZ $gp�t;pt Proeeuro gam; protlua Model Number or Name Product Deeedalnn Contnef Ex elnNen Date fg,(jjJ'-Jj Outside HVHZ Rafiatent Pressure NIA Composite Edge Fiberglass Single No NA configuration) .11 rQuality A� Approved ousw Product Domodolion googmt Pleaded Dimaddollars CarAmd Excitation Dab o Pressure Revision 2017 MI Wintlaxs and Doors &entSitlinger American AmhNeaurel Steven WE Iynl Y1010a tlNlal4Y�[ � l�IOIq[.3.LlgfalM vanawaev Validated cCO ts, me PlnpNrng Zhu Ronald PrFLAIIIN14048, Produces based Awarsommill for Use Outside CIO ofessional Enginpr FLg61.a1t Products PrOAMebna� Engineer��Mod ICU 4t 0 N � n Florida Department of Business & Professional Regulation (� 9 Building Codes and Standards Product Approval Application Detall Page 120r2020 Florida Department of Business &Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 a1 12012020 Florida Department Of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pr9a+a1 IM/20+6 Fltxida Department Of Business & PrOf83810na1 Regulation Building Codes and Standards Product Approval Application Detail Page+oi 1d2018 _ C > 0 CD 11 L L —0 C Q 0 O . � ICU � /�'� yT �r'�` y/ '�k D V v �~ v, • �. � � i ' re't (n —a V TC V� O 0 •� ^, L L W O 4 CIO 0 /1 ♦A M Q -0 E ac �1J Q Cn Co 0 /` J v/��'� Q Code Entry Or 29.2 ,pia Data Pmlak[tl .gig Type Version Manufacturer Comad sneer&Cleanse Validated By Validated Submitted FBC: Approval A sl s Rc Aston 2017 GAF Michael Stich RobertNlemin.n Join W. Kne .MO, PE 12/112019 121112019 12/182019 ding FBC Appr' Category: Roofing (800)766-3411 PE-59166 (954)772-6224 Subcategory: Asphalt Shingles mslleh@gd.com Carallaerce Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Prdeasionat Engineer ,., ...:: , , ..;. ..,.r,... .. , .<..._ ..... ,,,.., ._..:, .. .,..,, .,, .... <.. ,.,. .; Quality Assuance Approved for Use Approved for Use imoa lc Qeskin A29 d Product Model. Numberor Name Product Description Cordrad Faolrffilon Dffie in-HVHZ Outside HVHZ Reeletant seu r 1 GAF Asphalt Roof Shingles Fiberglass reinforced 3-tab, laminated, 5-tab and 12/1M022 No Yes. NIA N/A hlplridge asphalt shingles NEWMANN Cum �Iffit4Y?i 2a 2& Date PBnidna 23 � Version Manufacturer contact Engineer&License Validated 8v Validated laffieg summed FBCAooroval Approved ague .,A Ion 2017 TAMKO Building Products Inc. Komi Eden Zachary R. Priest Locke Boyden P.E. 101ISM17 IOWt2017 10202017 12/12/2017 "roved R e g , ry App Category: Roofing (417) 624-6644 PE-7402T (334) 300.1800 Subcategory: Underlayments kern_eden@tamko:com Compliance Method: Evaluation Report from a Flonda Registered Architect or a Licensed Florida Professional Engineer .„ ,.,. .. Quality Assurance Aooroved for Use Approved for Use Impact oesla, $ea a Prodrxt Madsl. NuurYrar or Name Product Descrlogon Contract Excretion Date In 1X KZ, Outside tbM 3299AM EMMUL FLJISoi dig 20 �Lg 20 )tea 20 rm Version 1 gyDftd $O .Lk� C Y8 Submit Approved Ali" ReVelon 2017 LV. Th on Inc. dine Thompson Architectural Ton Chriaban Zachary R. Pneat Locke Bowdon 10110/2U17 1101110220117 Coo orripsen y ryt0117/201T i211212077 Approved Nataw Company (TANGO) (813} 248.3488 PE-74021 (334) 300-18ro tbbgory: Roofing tonyogona wk0oong-cam SubCab ory: Rooft Accessories Itlat ere an Integral Pad of the Roofing System Compliance d: Evaluation Report from a Florida RapinteractArch or aLicen Licensed Fada Ite LMMB.R2 Products gIN116LAMle■M Aeprovedm[!b! Aegmnd fs l" Impact QMI■ EM.a FmduaLDMado!&a ID,t�Q$ pftkbm pressure 1 TAMCO Flat Top 064Rbge Vent with Ba6te forTlle 26 go. static rod wn8btor with baffle O9l09/20Ye Yes Yes WA WA F1f+49184t2 2m 20 n& cob Foam Ra MUM Version l r Contacttip ¢, Va1kY6a 01 Vj(� r y�(� Rnalofi 2017 Met Thompson, I(TAMOThanpson Architectural (813)246.34 n Zachary Pont Locke Bowden t+V102017 iW102017 t0I172017 12112/1017 Metals company (rAMCO) (813) 248.34118 PE-740�21 (334) 300.1800 �� fMaswr. ROOMS tony�gomerekoo8ng.com Subcategory. Roofing Accessories that am an .moral PM of the Roofing System Corr Pl isrits Metlrod : Evabatim Report Brim a Fbrba Architect ore LlrxNned Powdera Professional Engineer MPry �� glNlllJLAMgriOi! ADMOMd farS&4 Aa Ad for Use li■Mt Donlon AM.! Pmdueralndal, Nurarror Name in HVHZ l�ml,fJltbt ttMlelad p� 2 TAMCO OOOsomack Vent 26 ga. 0210a 02e No Yn WA +01-M.5 a No. 15 UL Asphalt saturatetl onimle felt 10/182021 Yes Yes NIA N/A Florida Department of Business & Professional Regulation Pep. i of I Florida Department of Business & Professional Regulation Page I on Florida Department of Business & Professional Regulation Papi Florida Department of Business & Professional Regulation Pass iat Building Codes and Standards +n/2019 Building Codes and Standards +/Srlpla Building Codes and Standards +m 20+5 Building Codes and Standards vasols Product Approval Application Detail Product Approval Applkation Detail Product Approval Application Detail Product Approval Application Detail MENEM SOMEONE imm 1! Code Entity or tData We Date Ponder Date. PtAt691aA2 aMUia.R2 FLMY 5004" Mail! version Manufacturer Contact Endneer& License Validated By Validated submitted FBC Approval Approved Status C2dfa M! + ion EL1Y5[p[ Ems Validated 29-- OM IWBbbd Aghmmad Date Pendbo FIRC, Approval Oda Am®td a ae Code mm ygp(gn 111 i ear Contact 1.1sawass Validated By 2im Validated 20 ode Flowsa Submitted FBC 20 Aggn80d Ron CRde MUM Ymen )! ender or Contact EMh—&I.I.M Va1kWd By 20 tea OMEtnma Rik Validated submitted FOC Approval Aeoralrad MW. Revision 2017 Lomanco, Inc Category: Roofing Andrew Carter James L. Buckner, RE Steven M. Unch, PE (501)982-6511 PE-31242 (717)317-8454 041092018 12/18/2017 04/152018 06/122018 Apprared Revision, 2017 L.V. Thonpeon, hie. dible Thompson Arddtecerral Metake Company (rAMCO) Coloill Roofing ToM Chrbtran Zachary R. Pnat Lark. Bowden (813) 2488459 PE-74021 (334) 300.1800 tnY®9omahkoolin9-coon 1011WI017 10010r2017 101172017 t2(122017 Approved Revision 2D17 LV. Thompson, Inc dbe Thompson ArefrilequrN Metals Company (TAMCO) Category: Roofing Tory Christman Zachary R. Prod Locke Bowdon (813) 248 9456 PE-74021 (334) 3W-1900 tony®gomatahoo8ng•oon 10110=17 1OMWO17 10/172017 12M22017 Approved Revision 2017 Fonds Mehl Products Inc. Category: Roofing Subcategory: Roofing Accessories that au an Clerk Jones James L Bucker, P.E.@ Michael John Rtemer, (004) 783.8400 CBUCK Engineering P.E. dnke5smco-cpm PE-31242 (561) 414.7557 10125M17 1010VA17 1012'712017 12/122017 Approved Subcategory: Roofing Acses des that are an Integral Part of the Rodlhg System Compliance Method: Evaluation Report from a ecarter@lomanco.com aubCategory: Roofing Accuracies ibet are an 8ubirbgory; Roofing Accessories that are n IMegum Pad Of the Roofing System Fiona Registered Archlect or Licensed Florida hllegni Peat of the Rooft Syslam WftgW Pan of the Roofing System Coamgara Metlwd: EvahwWn Report from a Professional Engineer CeerylgMMiwd: Evaluafbn RpoRfran a Florida Registered Archnoelted or a Licensed! Florida Professional Enghwa CoapBaw Method; Evaluation Report from a Florida RpateredArctdtect ore Licensed Florida Prolisslonal Enghaer - fes Registered a a Nil Profeaebral Engkaer-L4-1ncrh3 - Use Agoraved for Use Impact - QVadExssurnconto geetan Fitlftl&412 Produce, FL Seca Name Product Descrlypro Contrarl ExpirationontoIn i HV14Z Ho Outside HVHZ Reallo Pressure Aond�YM. Approved for t.MFi geslon - Approved for AoorvyW for the � p!!■i ItM3 C[smkd.tiM.ddlM Annreyadfortir Aon�lbs t6i■it !r tD.tlitl!?, ! IfM�at Deck-Air-DA-Numberor Deck-P r DA 4 Low Profile, Polypropylene Phalle, Rod Vent 07/102021 Mechenicely Atiechedlo Plywood Deck. No Ves No 97.5LB7.5 iifia!ProductUaM.NumbwwNum 3 TAMOO OS•RMgo Roof Vmtwkh Baffle PrpddDonrlodon contrast Emission 26 ga, vatic roof vowel with Integrated baron 011MOS& 6 Dole bi.lVHZ Yn MVNZ Yes Ind WA. Piaesgrs WA 1ba7t 4 TAMCO Rountl Top OE -Rugs Vent ask Balls for Tih Product owniewlifore conhyd Exchyda, 096 26 ga. sta5c rent wnWmtorwm bans 020912020 InPAMS Yes Yea 1 WA pro m WA 3 3- FLAMCO&";RV 10 Ridge Menisc k Aluminum RHge Vents for Patchett roofs fabricated 12J31r2020 from 0.0217 Alundnum No Yes No WA mi � I Florida Department of Business & Professional Regulation Ng.1 .12 Florida Department of Business & Professional Regulation Pagel 01 Florida Department of Business & Professional Regulation page 1 of 1 Florida Department of Business & Professional Regulation papa 1 all Building Codes and Standards 12012020 Building Codes and Standards 12=020 Building Codes and Standards 1202020 Building Codes and Standards ir"IB Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detell Code jape Version Manufacturer Entity or comact Ewnw&License Validated By fie. y aL@mwed Date Panda FSC Approval ate Approved Mull Code IYM Version Manufacturer Entity or Contact Enalnear&License Validated By ,00 Validated we Date Pndirw Submitted FBC Approve! Ewe raved shows'� Code Version Manufacturer Entity or CoMaet ErminearBLicerwe Validated By Dole Done Date Panama Date yaliauoa suttmasu Unea FBC Approval Approved a" H 2m mm yord Motherbachmar Enter or conbwt Engineer & License Valliclated By 292 2§k oft pdncku Validated Sulthelfted FBC Approval 21M Approved lon Revision 2017 Bore] RoofingAnderson Category: Roofing Subcategory: Roofing Tiles Compliance Method: Evaluation Report from e Product Evaluation EntityCompliance Robin IAPMO Uniform Evaluation G W. Welker cry Robim nderso1 Services LLC. (205j.854.0180 RobinAnderson@borel.co m 10118201T 1 OR62017 10212017 Approved Revision 2017 Cates Protection Products, LLC. Cffiegpogory; for SisCategpry: Senn Panels Compliance Method: Evaluation Report from a FloridaFlarttla Registered Architect a e Licensed Florida Professional Engineer Tim Robinson Welter A. Tillit Jr., P.E. John W. K622evicn, PE (g54) 889-754b PE-44187 (954j 772-ki224 tim.robinson@9DpenLcom 09A62017 OB/Ji2o17 091t 12017 12/17J2017 Appra✓ed. Revlslon 2017 All Ameacen Shutters and Glass Category: shutters Compliance Storm Panels Registered �eAr EVelct or a Report fromFlorida a e Licensed Fl Florida Professional Engineer Prdessional Engineer Mike Barhlerl Frank L. Bernardo, RE Troy Bishop, P.E. (561). 712-9882 PE-0046,549 (854) 947-0880 : mikeb@eilamerleenshutte rs.can 101182018 10/18/2018 10/232018 12M 12018 - Approved Revlobn 2017 I7YJBdfin Structural CoCo te Group Imp Subeaw :Trials Cabo, Subcategory: Tnee Ptetee Carpoeae Modified: Ewlustlon Repotfrom s Product Evaluation �' (Yuan Lawn ICC Evaluation 8ervits, LLC Wham M. Ranar4 PE (647) 91B8A73 (407) 881-1917 alewbQetdnsatw.eorl O9l1B2077 OBPo72077 0&2120i7 Approved Cn — Sep# Product Model. Number or Name Quality Assurance Description Contract Expiration ApprovedHVKZ Use Date 81.M.Yt1� Approved far Use Outside HVHZ .Shilu� Reslshra Dessu Pressure .,., „-,<.. ,. .,., .<,,, .,, ..., ✓ .. ,,, ,,. ,.. ,, Seo s Product Model. Number or Name 1 20 Gage Galvanized Steel Storm Ponels/HVHZ .,... a , ,,, , .. „ .'- , .. .... „ ,.:..: „ . , Assurance ntractty drallnce Product Description Contract Ezaretlon Dave Comugatea Galvnized Steel Storm Panels retained 12/312020 Approved In ..,r Useveil .or Use HVHZ Use Approved for Use Impact praise HVHZ Outside HVHZ }?� Preswre Yes Yes Yes WA d1T Desgn QuatlN Assurance ApprowdforUse ApprovaldsHVHZ ImpacResistant � Prodrdt Maria. Number or Name Proaet Descrlotlon COMract Federation Date In HVHZ Outside HVHZ ReslslaM PLBS4Ufg 1 24g. Gdvanized Steel Storm Panels 24ga Getvanized Steel St.. Panels 12(312020 Yes Yes Yes N/A t:lai! Pr6drdMedaL NuNwrorNara i fTW BCf3/Arpkre tSgAm Strength (H BNIfp; S) Metal COmMebr Plate 1YJ12022 Ammand for lone In HVHZ OuhwllVr¢ I: Yn Yale WA 1� WA ■ SaxonyIs e e - fl o, o es It: Pr 17 Saxony 900- Ceurdry Slate, Hartford Slate, Shake, Slate, Flo[ Profile -Stockton, CA 17/J12020 No Yes N/A WA SPIN Old English Thatch a not try tracks to crovide hurricane protection. 18 t9 Saxony 900- Cwntry Slate, Shake &amp. Sate Saxony800-Couniry:Sate, Shake, Stale &amp; Split Flat Profile -Henderson, NV 12/312020 Fiat Prafle - Lake Wales, FL 12/312020 No No Yes Yes N/A N/A N/A N/A Shake (D 20 Saxony 900 - Shake &amp; Sete Flat Profile -Lathrop, CA 12/312020 No Yes N/A WA 28 a V61e 900 e von e- nor 12131=20 Medum Profile - Lace Wales, FL 121312020 No No Yea Yes NIA N/A WA WA Florida Department of Business & Pnnfenkmal Regulation Pop I of Florida Department of Business & Professional Regulation Peps + a+ Florida Departinent of Business & Professional Regulatiat P pe 1 a I Florida Department of Business & Professional Regulation PAP I of I O BuildingCodes and Standards Involve Builds Codes and Standards rig 1/aoOle Building Codes and Standards g 1/5120fa Building Codes and Standards +Mr2p1a Product Approval Application Dail Product Approval Application Detail Product Approval Application Detell Product Approval Application Detail ■ Flit sob ErVI, or Ra l& 17 b Pow nor 20 FLiM 926 litM>mn.9r 20 21h DOW Pon uaa 2dt Flo 999M. 920 Engle pr 2111 21M Don Pending FIl1197416 20 i� t on Rik mum Yaalan Retake 2017 ll riW Buildig Components Group taro EMlmaca LksBes t(almWdEY Stint Lewd ICC Evaluation Service, LLC WNW M. Rased, PE Validated S OW7a2017 0WID72017 FOC Ao n W Approvedt� 09/t12017 Approved Ion! VersionIt Reason 2017 min&Aft conrporanta Croup loc. 4gOtMt Endnma Lk VatWWdav Shod l.ewlc ICC Evaluation Servies, LLC WMDM M. Randal, PE Yr OW192017 > ON72017 Ancrowd 0421/2017 Approved mu Version Review 2017 M mb t w mMBuidkp Compourrh Orouphw. V1 t afuM Lewis IOC Evaluation Service, LLC Vahan M. posted, PE Walled timed FECAonIDMI Age OBI792017 ORWIM17 09/212017 Approved IYat Version 1 Revision 2017 Wok Industries, Inc. Card E Validated By David Wert ICC Evabedw Service, LLC ICC Evaluation Service, Y ifilififialled f9CA■rovet 1011a2n17 lon9r20t7 Altgmyffi 1/1222017 atWe Approved cole w. Structural Componential Subcategory: TroN PWN (847) 91841473 (407) 6814917 ebwle®alWatl+'.com Coaster. SVUCMW Comparisons SubCahgory: Trues Plates (847) 9164473 (407) 681-1017 aWMe®slp nokm.conrr 8u�bC �: i Ties Flat" 1ltegpry: Tries Ptehs *M a k*wk (407) 681-1817 ebwle�alptraatw.cem SubCob . l Truro Plates neMs Subcategory: Trims Paten dwer 881.74gn (2m) flog -ow dwsrt®mi.com Componnes Method: Evaluation Report from a Product Evatu dk n Easy Compliance Marred: Evaluation Report from a Product Evaluation Entity Compliance Product EvaluaMstlrodklatla Report from a onra Mstirod: Evocation Report from a pfiProduct Evehesn �' — Apmamd for Los Approved fixSte! ltiMd Deakin CLIAMAMg[MM Approved ,for Use ADW&md for D own Quasar Assurance Approved for the Approved for use tmMd DMW BIEW O7#6 Produces glwkAMgrmM Anprinedf66La! Aarcvad for Lim Wool Deakin AMa Product leis gldYmHWHZ tint 1' At" Produce Modal. Number or Nara Product Destitution Demand E■INtl90Oda InlAdii Outskb KVHZ Resitud IOSMurs Sees Prodoralodal.NWWafprNanaPM&Vt Dowdoden conkm Exphvum Date In oMeMsfIVfIZ Robbd Pmmm Eon.$ PtodrwtN ANuraerarNora In OUM& N f 2 (7W BCG/Amks filings Pins MCMI Connector Plate 12/312022 Ya Yes WA WA 3 17W BOGIAlpks Tndox Metes Connector Pone 12/31l= Yes Yes WA WA 4 rrW BCG/Alpbw Woe Mehl Connector Plate 12/312g22 Yes Yes WA WA 1 Mims 18 of, supor high sto nglh truss connector pate 00012023 Yes Yes WA WA < S"Mh Cdiods Cn Florida Department of Business & Professional Regulation Building Codes and Standards Peg• I Of I VY2c+e Florida Department of Business & Professional Regulation Building Codes and Standards Pagel of 1�ta Florida Department of Business & Professional Regulation Building Codes and Standards Pop 1 a I 105 018 Florida Department of Business & Professional Regulation Building Codes and Standards Page 1 a+ 1/52018 � }a ( Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail W c— J21sr4M Pi .raft !`+� gl■ Bala tree Pesetas � } �. EBtigL9t � DM Date pending noCade F1a21974M Ent* or � to Dow Parching Rik 9M Er&W w Ia go am Pattern Rdt � ' ^ `J J mmVgmM leer Cmhd E MonaVaNdaW by Ydd.W Subgdftd PWA,,rw t Ao r-W Nam 11111 VoIM I EtNhower &Jins vdwAwlw FIBSBnorchial Agg@Md AMR mm thrslM jillefideliffie Caused Enakg &Lirr Validated By v $Ubffl Mil MAnufayM Approved Am& Iyat Version 1fignuflie4Mt Coined En h—ttLicense Validated 0, Vatseld SubMW FDIC Ageg)W Aged am& Revision 2D17 MRek Ind+Was, hr. David Wert ICC Evaluation Service. LLC ICC Evaluation Service, 10/192017 10119=17 102=17 Approved f Wbkn 2017 MI tndwhas, Inc. DavM NMt ICC Ewbnbn Service LLC ICC Evaluation Service, 10flel lot192017 102?/20f7 Approved Revhbn 2017 fill lndustrM, In. DwW Visit ICC Evaluation Service, LLC ICC Evaluation Service, 1OMWIG17 10f1gi 11=22D17 Approved Revision 2017 h9Tek industries, kc. David Wert [CC ENW90M Service, LLC ICC Evaluation Service, 100`19=17 iGna 17 10raW17 Approved Cwgsry: Stud" Comporams StsCaMgory! Tina Flown (314) 851.740D LLC. dwerl®mW.00m (205) 59F9800 Category: Structural Components SubC.%gory: Trials Paps (314) 651.748D U.C. dwet®mil.c rn Mail 590,9800 Detail Structural Componen s Subgtbow. Tnea Plates (314) 851.7400 LLC. dwertemg.co m (205) 5B8-B800 Ceteporyt Structural Components SubCa%": Tries Phan (314) 851-7480 LLC. dwert®Ml.com (20s) 598-B800 > compNsnes mom; Evahaft Report ban a Product Evaluation EMAy, Compliance MMhad: Evaluation Report from a Product Evabetlon Entity Complaints Metl a : Evaluation Report from a Product Evaluation Entity Camplkma Matlrod:.Evok ation Report from a Product Evaluation Entity O PLiM #?4t$arodate IRS21974MPraduas PLIPH97-ReProducts FILMI74101Producta L_ ao 2 Product Node. Number or Name Mill 16 OugMAmumno P111duct.Dowdodw compact Eficifindlon 1S ga. sues connecter pate Ol/Oi2023 Apprarratiffir Use Dole In mvmz Yes Reproved terUa oubla Yes tpifiled Rothft WA Deakin PA WA M@ am 3 ProdctMnni. Number or Nora MTIMS QuaeAauranw PmdvdDnwiodm Contract Iffoortration Date 18 ga. high of engs toes connector pats 01/41=23 A In Approved for Use t; Yes Yee Una RIWmnt N/A Deakin 1'ropure WA ME 4 Pra9rotNotsl. Number or Name OEM QueM Asioursince, Product Description Contract Exokaftn Date 20 get, teas connector pate 01101=3 ABchorld for Use ADDnMAfor Lkf NHWA Deakin In outside l4VIR Presents Ya Yes WA WA ilt�.e Product Noel. Nana or Nana 5 MT20HS Pmductomrlotlm Conrad Exaretia Dab 20 get hqh etfnpM truss connector plate 01101=3 AfafififififfiffiLit-Ust Approved fair Use a1NFQ O"Wft YMi )ielist/d Yea Yes Imp" WA Deskin FrsaMn N/A � V.I, z. '. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pager 1 of 9&2a20 S>� t aF a cy. Florida Department of Business & Professional Regulation Page 2af2 Building Codes and Standards 1=020 Florida Department of Business & Professional Regulation Page 102 Building Codes and Standards trzazo20 Florida Department of Business & Professional Regulation page 1 or Building Codes and Standards 1182m+8 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Code j'ypg Version Manufacturer Revision 2017 Carpenter Co. Category: Structure[ Components Subcate Insul.11. Form ems gory: ion Compliance Method: Certification Mark or Listing - ,-.; ,.. ., ... FI trtszer-i22 Products. < � - - _ ' . '.: r Entity or Collect Enainear&Llcense Validated By Tracy Lane Mlami-Dade BOCO-CER Mlemi-Dade BCCO-VAL (863)667-9494 (786)315-2590 tre cy.lana@ca pen er.mm ..,. , _ '- � � „t ... t, , � `. . , `Product pate poll Date Pendino Valdated Submitted FSCAoorowl 10/302018 1=52017 .ti , f F 2da Approved 11/012018 Statue Approve! � - t ■e/.�a{M-y .' as i�ri -' _ ec IN Code Entityorrye Jade Date Pondm 090 jyp$ version Manufacturer contact Fr dneer 4, License Vffimatetl By ore $d +§d FBC Approval raved $latgE Eatais] 2017 Weyerhaeuser Rob Baldwin ICC Evaluation Service, LLC Ian Lehrer, P.E. 04/01/2019 03/222019 04ID812019 Approved - Change Category- Structural Components (253) 924-8476 (608) 839-3288 FL$13$-itt2 Roduph ,'- v F1t177LRe vow Became � M Validated av IVgt V!■Ion t8a0Y�C � F�[.i�.L�M Val $l�m� F) Aa➢�d EYIM Noy Review 2017 Commercial Concrete Products,Ina Robert THUY H. HUYNH John 10/t12017 tor132017 102e/2017 12112I2017 Approved Category: Strudual Components (813) 65"707 PE-MI22 (352) 5SM311 Quality Assurance Approvedfir U. Aowoved far tlse impact Desln Ask Product Model, Number or Name Product Descrlptlpn Cntract Federation Date In HVHZ OutsldetlVHZ ReslstaM Pressure 1 Hlgh Strength Concrete Lintels 4, 6, 8, end 12Inch wide [Inlets 05212032 Yes Yes N/A NIA SubCategory: Engineered Lumber Compliance Method: Evaluation Repel trap a Product Eve! anon Entity pLes527. 40 products -. ,,. Rebert.Beldwingweyerha euser.com p 6ubCabgory: Products Introduced n a Reek of New Technology Report Coapllonts MsMod: Evaluation from a pbrida and Architect or a Llconsed Florida �lE Professional Engineer Pawmalo�yaha.avn d Mode umber or Name SeoB Prod uct I,fl 1 EP6lnsulation -. itv An ante Description -, - Contra" nDate � Excitation Expanded Pol re ckT dad Polystyrene Block ylxu 04l112022 Approved forUs,Approved for Use Oust VHZ in HVHZ de H Yes Yes Imoact e Resistant N/A Design Treasure WA t 1 Z _ 2e19 1 2 3 4 5 Product Model. Numberor Name MlcrdlemLVL Parellam PSL TlmberStand LSL TJ Rim Board Weyerhaeuser Rim Board Quality Assurance Product Description CoMrad Expiration Laminated Veneer Lumber 03/312021 Parallel Strand Lumber 03/312021 Laminated Strand Lumber 03/312021 Structural Composite Lumber or Oriented Strand 03/31/2021 board Rim Board Oriented Strand Board Rim Board 03/31/2021 ApprcvedforUse Dee In NVHZ No No No No No Approved for Use outside HVHZ Yes Yes Yes Yes Yes Impact Resistant N/A NIA N/A NIA NIA Doslan Pores" N/A WA N/A NIA WA rep s F11.0144115 Produces 8-0 1 Product Model. Nprmtam tame Quaky PMCW or commercial Concrete Products Protsat and PmeftsW Conceit Llwb 0526=4 Approyo11ortW Appr4lmdfor Use WNW glen In-�Q,Q, Q Rodslaud No Yee NA WA �i Z - Q - J _ - ' r_ N0. 'r e); �� =�,: Search Criteria Code Version: 2017 FL If: 14281 Application Type: ALL Product Manufacturer: ALL Category: ALL Subcategory: ALL Applleatian Status: ALL Compliance Method: ALL Quality Assurance Entity Comrect Expired: ALL Product Model, Number or Name: ALL Product Description: ALL Approved for use in HVHZ: ALL Approved for use outside HVHZ: ALL Impact Raeletem: ALL Design Pressure: ALL Date From; ALL Data To: ALL SHEET PA 1 a 'I 0