Loading...
HomeMy WebLinkAbout39693 Harvest Creek LnALL WORK SMALL CfO�w�TH r Cot) D S LO € e ,i"G Np,�'ioimAi , tP ,O AND THE C" ORDINANCES d� pav,► CVT 9 S 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 RAID or Red. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FIR DR French Door RECEPT Receptacle ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BILK or BLK. Block GALV or Galy. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter IRS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Cig. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community KM/ALL 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 DIED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam LINO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MWor MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR orVTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW. HDR, Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PUNT 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 orW.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin, Flr. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-8-15 2.0 ADDED VAULT. CLG. 12-28-17 3.0 2017 FBA 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 El El FD-1 El El El 177 1A FD-1 L=�j 171 FF-71 E] F7� El 1771 17 M 7E: 1. DF7 1941 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN MONO 7 ROOF FRAMING PLAN 8 LINTEL PLAN AND DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1 A 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. r a`�•"j' '�r'1✓'! may, ,, .. .. "'7'N co 51! , Of Q . r„I'flili�4�1- To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal, N W Q � V O N tD �(Cpo NEE 0 NO 9 N m u- Qj M M ter` W as X Zco G C c a -29 0 1Z rrm0 m t5'F,NO� �2°j' m a na ILW N M Q U 0 J Z U ❑❑❑ W C'- 2 M N — O 0 (D 93 o J t11 -- N M � �- �_ o LL m U 0 ,,, oUM N w U w .r S ram. U 0ai � d N � ®® �IIIO ti co M M i o� Z Z z � U- ny E � o Z os -F �� N Z� z® oa o Qo>C 0 1= N U o <o a Z WT 4 p ro ra U% t_ ^ c z = Y U ° ° Z, xu J Ch m 101. Q W MW Z z 3°0 sonfl- N y og ,uLL j K a mw ~ K O M ¢ua }_ a 0 V zl¢ 3 ° N � ca -lid CN (1) C) 0° U (.0 W a✓ � MO = cV r N rZo CV E co a Z O E N ui m d U 4 0 � JOB NO: 20-6581 SCALE : AS NOTED SHEET NO. C S O A O S3 H.B. EGRESS EGRESS \� I ��\ ` `�, \21'-2" _ ; 00 - as - _ --a p CD 10,-4„ V 10'-42 m 00 v2'-4, j FIBERGLASSot M i SURROUND I I I I 11'-0" ih AC PAD S3 TYP @ 1 STORY RANGE': IB I I 5 32 T o ` O C7 �\I 00 CAFE VAULT. CLG. �� PATIO CARPET r0U N Q Y I r I I I BEDROOM " -- I- 8-0 CLG. OPT, I CARPET REF. j BEDROOM 3 �� 2 8-0 CLG. CARPET b r- I - b o ' T 8'_ " C G. TILE o =a W 0 N �iD - I�lq' >_ I BEDROOM 4 8-0 CLG. CARPET �W `'w lit - SINK,/ ISP TIL L I--; D.W. o o i D L-_-_--j C------------� - - - ------------------- I 1 I 5068 B.F. 4068 B.F. TOMN 4'-0" 11'-78'I 1 8'-8" 5'-4" 14'-6" I 5' T-6" 6'-10" 4'-7" `� -------R&S------ N 2668 2668 '- M r N En R&S HDR AT T-4" 23'-8" 3'-10" T-8" 10'-10$" 7 " '-4" 6 cD COS S3 TYP @ 1 STORY 2:12 VAULTED CLG. I �� I LIDin FAMILY RM CLG. 1 CARPET 1 I I 1 Mo, I 4' 0" I I R.A.G. F ' is - AHU 8'_ " C G. •N---� ►LE - o OPT. D PT. AO 3068 , i ENTRY 8'-0" CLG. �° o CD CD 9-4- CL C'31 5'-118 T (3) 2x4 #2 SPF w/ K DTT2Z @ BASE S3 IIN U Ir QI CC D S3 S3 - I I NOTE: FINII - - - -\IN I WALLS TOI FLUSH. VE IC7 FIELD. I 1 a - I I I I I I I JL 17'-8" T 0 __ 60"x36" ANSON SHOWER00 BOX @ 36" "`" r --_- II A.F.F. VENT THRU ROOF 5-3 2310" El -1 13'-0" 2668 7 8 1 1 1 1 I 0 T S3ZDRYER EDGE OF SLAB 2" BEYOND WALL 20' I I�Y p� o00 0 1 I OEr I I X I `° I lIIIIIII I I iIIIIIII I 7g, o �t (3) 2x4 #2 SPF w/ SURROUND DTT2Z BASE FTBERGLA§S t> N 2 68 O�U) mw ' N OWNERS SUITE = MITT W.I.C. 1 a 2 CAR GARAGE 8-0 CLG. i '-0" CL I 8'-0" CLG. B °� CARPET D 8'-0" CLG.I CARPET ____ I R&S _ 2'-6" BUILDER TO PROVIDE O APPLIANCE W.H. _ PROTECTION N WHEN REQUIRED PER FBC I I I I I - T---- -----rT I I I I I I I I I I TYP @ K GARAGE S4 OPENING - i IIN 5-SH 6" DP" 0 A H.134 S3 55'-10" y+ 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 11 114 LVL 2.0E Fb=2600 PSI H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow 0/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) TYRE 12 20 X 26 18 j X 25 j S.H. 13 20X38� 18�'X37� S.H. 14 20X50j 18jX50 S.H. 15 20X63 18jX62j S.H. 16 20 X 72 18 j X 714 S.H. 1 H2 27 114 X 26 26 X 25 4 S.H. 1 H3 271/4 X 38 26 x 37 1 S.H. 1 H4 27 J X 50 i 26 x 50 S.H. 1H5 27jX63 26X621/2 S.H. iH6 27jX72 26X71112 S.H. 22 37 J X 26 36 i X 25 1/2 S.H. 23 37 X 38 36 X 37 3/4 S.H. 24 37 j X 50 j 36 4 X 50 S.H. 25 37 J X 63 36 j X 62 1/2 S.H. 26 37 y X 72 36 j X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73j WIDE S.H. 32 54 X 26 52 4 X 25 j S.H. 33 54 X 38 j 52 } X 37 4 S.H. 34 54 X 50 j 52 4 X 50 S.H. 35 54 X 63 52 4 X 62 i S.H. 36 54 X 72 52 4 X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. TIE WALLS TOGETHER BY ROTATING BLOCKS EVERY OTHER COURSE General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" OA +29.7 I -30.8 © +29.7 / -39.2 © +28.3 / -30.8 OD +28.3 / -36.4 OE +26.6 / -28.0 OF +26.6 / -32.2 GC� SEE SIN SHEET �H SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +34.0 / -44.8 WALL LEGEND IlllllllllillllllMASONRY HGT. . TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLYAND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "A1" (TRA) 1 ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 FRONT ENTRY 20 TOTAL AREA 2372 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED FLOOR PLAN E L E V�' A 1 EXT FRAME 2 x 6 CONDITIONED CEILING R-1KRAFT FACED R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) I GARAGE SEPARATION I R-11/R-13 KRAFT FACED SCALE: %4"=1 '-O" (GARAGE / LIVING) i lit vo �; •� d d 4 O. T� 0FV.SS 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. t/t W QEE O 8 O N N � #k V N N O LL U � 7 L a LL Q i 6 1 caLLLL c� W N ° °" � 0 W o °o NO K.O m m W < IL 00 0`0 Cl)z Q O Z) NOU❑ Z C,o z o Q J - M c �Q) _ o lL 0 o N 01- w cn (� r c w - ' E Caim mI C) o y c U) Q 0 o ®0 sm o ¢ W co CO m o z � J LL = E E o QO - wz ZZ <N Z® CU ° Oq 0° �U o E_ N ¢o o ¢o WZ w� W L rp Cn C - . �m m0 o O � >� 0� fn a 3 F W z �° �� S�z LL mw WSL 0 3 J 7r �o V ala ¢ 03. J �N c co 0) LL O m U C4 T (0 O ■ _ (N r T CID T V/ CV � E N M o z z E O a E U J Q 0 J JOB NO: 20-6581 SCALE : AS NOTED SHEET NO. 1 M Z .; h VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES / w MEDICINE CABINET � O~ OLL LL O CV — IIIIIIIIIIIIIIIiM KITCHEN ISLAND 24" TOWEL BAR ON WALL ABOVE TOILET 00 TOILET PAPER HOLDER ICE — CV FIN. FLR. L:[Ir11 j o M 0 CV 0 OPT. REF, OWNER'S BATH NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. DOUBLE CURTAIN HEAD RODS ROD Z SINGLE TOWEL BAR IN a ROD TUB OR SHWR. TOWEL BAR - a ON BATHROOM WALL SHWR. o _0 VALVES w o 00 = SOAP Cfl 00 o DISH U Cn 0 LOr 0 _ t co M O TUB BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY KITCHEN MIRROR +-N 0 co 0FT �E, T-1 OWNER'S BATH BATH 2 INTERIOR ELEVATIONS 42" H UPPER CABINETS --� 36" H UPPER CABINETS 16" FOR LINEN 30" H UPPERCABINETS —� I le 12" FOR PANTRY OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT BRACKET 36" H BASE 0 FINISHED CABINETS - o COUNTER TOP — 30 H BASE 0 00 n co `� O 2x U? 00 FRAMING r T 1 /2" GYP C'? BOARD — r FIN. FLR. 2x P.T. E. SHELVING CABINETS - ISLAND COUNTER O T CV N FIN. FLR. j IJ I J J% CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1/2"=V-0" 1 '�,��~�,a3�n�oaara��� OWN Q�0FLS 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. Am Am H Q m E O N 0 N o N N CA N _.1 LL N 0)p- 9 n rn W LL M M Qaj Z ° W m LL ti- wa it o om O a. W t o ' o m U) p IL Z cp 6 N oo N Q 00 Z ❑1:1❑ W M N M O � m Z Q � J M V — LL W � Q a o 0 �N w W � E p;•..... S � U o c u) � • �Q Q N o O co W , M Ch U Qo �o a� E U w? z® oa (QU O oa az U o o< azz 04 w CY _ U oLL z F z J s-z u) �w g �o o Nw WQ ci 3� �LL € CJ zl¢ o �� FN = L > (D •� c 0) `a N J O .-. C � U CO � m � a O T 0) T .L N T w N M T- w w o Z z E � ai `m C f4 IL o U a m Q p 0) JOB NO: 20-6581 SCALE : AS NOTED SHEET NO. 2 12 5� 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS N ----------------------------- FE-11 El FE11 F=71 El = El 0 F1 D F =_1 FE] FE_ _: 11 F �] 7E 11 FE-:❑I ` FD_'FE-] D C-i------------ 14'-0" RIDGE VENT 12 5[:::::�: 12 �5 ------- HEEL 12 5� F4 — T.O.M. HDR HGT. FRONT ELEVATION - Al 12 15 15'-0" RIDGE VENT ------------------- - 11-0.1 TEXTURED lo CEMENTICIOUS 2'-0" FINISH ON C.M.U. TEXTURED (TYP. ) CEMENTICIOUS FINISH ON C.M.U. (TYP.) 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS TnM ------------ I--------------------------------------------------------------------------------------------------------------- 11---------------- J---_1 LEFT ELEVATION - Al SCALE: 1/4._,_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. 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. �WN 9 r 0F ESS�O X\, 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 - Residentlal 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. Q U N N 0 o (0J v C ai �i"#So 13 u) � in * Lu 0) iJi � - u- J d M M Z Qj W Lu me 0z�o Coo 0� m 0 W 02pjO' a a _Z IL IL LO N 0LQ N M Z U � �� Z ❑❑❑ W Z N Cl) O z � N z r; Q d J — (Z n N M zCU C- o -M U w 0 N ,,, g � y U) V w � U o C'i c °' d QNm z ®tml 14 r` to w C J D ZZ J L.L C Q E E o zo o0 �_ YL z® cuQo r- x 3 _ E O N L &< z wo Q O� aZ ttw in _ U m 0 o� Z Z m ' Q v> N 3 " 0M Z 0 ° z W C) j G o �Z Z wFo =3 F - zl¢ 0 3 �N 0 = J m m cC13 t° N J o W � T (U C:) 2 0) d" (N T— � T T N W � N r) rn o Z Z Oto Ecc a U Q p JOB NO: 20-6581 SCALE : AS NOTED SHEET NO. 3.1 A 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) 15'-0" RIDGE VENT 12 5� —EXTENDED OVERHANG Ti BE CENTEREE ON DOOR 12 5� 12 �5 REAR ELEVATION — Al 14'-0" RIDGE VENT SCALE: 1 /4"=1'-0" 1'-0' TnM 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. _ _ _ _ _ _ — — — _ _ 12 SPECIFICATIONS 15 T.O.M. _ — — — — HDRHGT. -- --------------------------------------- -- —------------ 6" FASCIA 1'-0" (TYP) TEXTURED 2-0 CEMENTICIOUS FINISH ON C.M.U. (TYP.) F.FL. RIGHT ELEVATION — Al LE: 1 /4"=1' General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. OWN �- % R.••��;a Q � � r V 2J o p. 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. 9) W Qp v EEp cor1_�pp 00 0 U N i# qV � 2 � m .5 U! U V fri to Q7 J W rn a LL J n. M M dj W 01 LL L L a s Z CIL JUi m O C n 6 ix m 0 WIL02�� Q Q a N Cl) O V Z Q ❑ J O `-) ❑❑❑ W f") z N M O 00 z W ¢NN Z O Q Q v Jso N ^' M z c �U0 V! ( o V 11J OWS V) �V) (, w F-- - E m � z� S L 0 0 _ 0 U c u) ID Q OD Y N M ti o �p w M co -- I Z -1 U_ ni E o z o0 <s Z® N O E o O ¢ cp �p O < aZ N ZV) •�? cF`o U.) `� mo -� ¢ m z O N S? o� n4 ao � Z s� �� o� 3 o O Z Q a U 3 ° N = >� J fS{ 0 .� 01) CN � U CD m � > cal 1_ V, N T Z N M y (M o Z E O C d U J < 0 J JOB NO: 20-6581 SCALE : AS NOTED SHEET NO. 3.2 rn 3 v rn K C - O� O` J L0 I 0 23 e L G N N O ca I N v ;s i yCT 3 a N O 0 a FC E `c c c co N LZ O U O U y 0 i 00. c 0 J N I„= N N rn a; in 0 0 0 v 0 Uj m 0 2' 2" NOTE: VARIES 1'-10" 12' CAP CAP N FOAM TO BE USED __ 1" RADIUS Cl) ONLY WHEN REQUIRED BY ^ 1/2" RADIUS 3 1/2" RADIUS M iv 00 - CO COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES 2" +=1N ^ N 3/4" RADIUS 4 J� 1'-5i" M� 1" 1" BUILT W/ STUCCO. 1/2" RADIUS `~ EDGE OF 1" 4" VARIES 1' OPENING cli VARIES 0 21, 12' VARIES VARIES 1 1/2" RADIUS 4 34 4 4„ 42 L2" L ''I 2 1/2" RADIUS io r _ io �5v �j,(j MIV CO VARIES 12" 3211 " 32 iD �' 3" N 2 z BASE BASE MIS 1„ 1„ T 4" 4„ 3„ 4 N 1 1 12' *NOTE: VARIES 8" 2" 3 FOAM TO BE USED ONLY WHEN �O REQUIRED BY COMMUNITY SPECS. IF NOT, 1" OPENING VARIES 2" �N 1" 1'-4" 1" DETAIL TO BE 2" 2" BUILT W/ STUCCO. 24 EDGE OF OPENING • 0 1-1/2" THICK 1-1/2" THICK 10 (Vlw rm 21" 4 � 10" L 6" L _ _ T �y b� r IN r� 4" 2 N 2" 4„ 3„ 611 2" 2" iv rY (n 'ri 1-1/2" THICK 32' 24, T 2'-4" 1'-101, „ �r 52' 1'-5" 52" IN - 1'-4'� — 3„ N � 7, co rM 5a' 3„ a 1" 12" VARIES VARIES 2' E w 2� • VARIES VARIES r4l" 8" 32 �___ _____ 00 !1 6" 4" CV FV KEYSTONE F11 b OPTIONAL KEYSTONE F11 00 OPTIONAL - 3" 2 `�'N 4" GARAGE DR. OPENING 4" 3 a 4" WINDOW OPENING 4" 4" 2 NOTE: • INSTALL OVER STONE, TYP. VARIES • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS gig ACCEPTED NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH 1 B 1 4 1 2'-1" 2 •FOAM/EPS MATERIAL IS ACCEPTED 54" 1'-12' S4" 3'-8" 7" N 1 " 4„ 3, 0„ 4„ - 10„ V-4" 10„ O N 0041 N CO 111 1„ o - iv CV o? � co 1„ 2 N _ GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH O N O CN 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. 9 Q o pp C] U N N 4cC o a) N U7 tJi 7 u7 O) N J W N rn r` a LL a LL M Z 0 0�- Q) M W 1 J LL' LL LL 4. R' F 0. 0 o M 0.O W��O_jO' a Qa Z 00 N Z d 0 U M 0IL Z N J Q U 00 E3013 W z N M O 00 Q O Q ,n E3 U) N N M 0 LL g O_ N w g U E t 8Rig LLJ m! =1' = 0 v U U) � � o m ® ® ti co w M J z ¢ � Z < � LL E wo .0 ,Zo Q Q. C 8 o� z z® oa w F- �¢ o< N wo wz WW vim-. ro ro c v <O 9< O i U Nm m o0 Z J ¢ ° <<W z z v> Z a o ONE NW o_ U 22 . wLL �� = 0 -F ~ o< Jz �F 0- O u zIa 01 0 3 J �N m W M .> rr co `°CN TT V, N � O r 2 U CO co a , M 0 O .�.1. V ..I.I = C'4 T M i N r CD M N T ce) o O CU E p � JOB NO: 20-6581 SCALE : AS NOTED SHEET NO. F1 k 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. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1- Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 44" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC. 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2014 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET FF DUPLEX OUTLET ABOVE COUNTER PE5WP WEATHERPROOF DUPLEX OUTLET �&GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH � 4 FOUR-WAY SWITCH cR 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 TRACK LIGHT FLUORESCENT LIGHT FIXTURE 200A INDOOR PANEL NEMA1 200 AMP #14 copper to lights & outlets #12 copper to 20 amp ckts 910-2 copper to WH #10-3 copperto Dryer MAIN " or 4/0 SER AIu O 200 amp fO 150 amp DisconnL#4GROUNDING POWER CO. FEED INTERSYSTEM Bare Cu Ground BONDING WIRE TERMINATION PER WITH CODE APPROVED NEC 14, 250.94 J CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. WP DISC. GFI H.B DEDICATED RECEPTACLE FOR MICROWAVE RANGE unnn nr-n oncrno O EXHAUST FAN ' YV n VERIFY LOCATION GFI _ _ _ _ _ _ _ _ _ _ J ELECTRICAL PANEL EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) METTE RECEPT. CH CHIMES (OPTIONAL) FOR ALARM VERIFY METER SYSTEM LOCATION WITH PB PUSH BUTTON SWITCH (OPTIONAL) BUILDER 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) 0 TELEVISION (OPTIONAL) © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER ELECTRIC PANEL _t DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G T OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT ELECTRICAL PLAN - ELEV-Al SCALE: %4"=1'-0" N 0 CV rn 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Resldential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. to ❑ 00 V N N iR v o � - - U, O '� t0 C N J Lu M to h o M M u- a N CaLLu W W a n. Z 13Q � � C) o O O: Co = 'ED N CO �mo o' m W D 4. ZN LL co 6 co Z ❑ rn 0 Z N (¢j J W ME N M ID z Q J d � /� L ! N c7 Z �6 cl (D o 4-1 � V 0 W o V) N Ri all U W J F-- _ E _ I 9 _ o z� ® 0 U (D Q m o sm 1 w M M u O z Z < U_ ;? E E za o oLL >o Z® f— lQ X U oa UO �U O O M a 0'¢ Qz Z Wz �r L CO C ¢ Z y U Lu 10 Z oZ J w Q W u) a °2 z gz a`ni ' nw W � 3 �o aW =k J C 3 0 >O o CD �t w� z a �N'. J nL' m W co •� c ai N J N Q 0 U Q0 �+ 1n }, r", N T N T M o N 0)Z Z E Q I a E U ° Q p JOB NO: 20-6581 SCALE : AS NOTED SHEET NO. 4 ATTIC VENTILATION CALCULATIONS - Al (TRA) ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of ventilation of vented IN. of of vented ventilation to be provided SQ. IN. of SQ. IN. of Ventilators il entator s (See Elev required soffit ventilation soffit by upper Ventilation Ventilation needed required needed ventilators Main 29.00000 1.000000 Floor 2373 2278 325 1139 81 570 0 573.0 435.0 138.0 (Zone 1) "*NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN - ELEV-Al SCALE: %4"=V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. "CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. �"?,o wig ,re' F N INN y ;'� �,1I 0 I I I I1.11,1 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. o 0 E ro t 8 N - N _ 0 o7 wa �i" �LL lC1 N J LLI 0)for _LLJa. M M Q Z C13Q dj Lu � rn LU cU LL L a a W -0q 0wo W 9 o r � m 0 '@ N, m m of 0 ILIX Z IL _ a o0 C/) N & Z o� a Z N Q c¢i J ° C ❑❑❑ W CD C, Ina Z N M 0 0 Z ¢N Z o N M z a _o w � V O N �tnCO w $ C N _ _N all V N C W J '— — E t = r U o °�� rif U) _ • O ¢ N I� O c W M M m ¢ o Z J LL_ mr E y Z O o0 } �® CL _ o a cc u a UO U b CV no ¢a wo ¢ wz �w no C o y m 0 O Z Z w cow �Z o U W W 5 (moo = �- O Z a¢ �0 io V ,= w 5 2 F 003 � N � TM > 0 •� c � N J < O m � T (6 0 0) r CV r 0*) LO CF) N N T ,- Co N C,)a 0) z Z r= E O c FL 0 Q o JOB NO: 20-6581 SCALE : AS NOTED SHEET NO. 5 C c d L. 65'-0" 64ff 1'_4" 3'- 5'-0" 5'-0" 1. 5'-10" 3'-10" 6'-0" 6'-0" 3'-10" 1. 2'-1064" 1.5'-1164 _ 5'-0" 5'-4" H.B+ A TYP @ 1 STORY S3 U,N.O. ■ ■ ■ ■ I .... ■ ■ 1■ .................. ■ � ..... ­­_ ■..................... --- - ■ ■ ■ ■ ■ ■ I T o o — — \ 16'-0" 2f'934" 6'-10" . ' ..... I I I } 0'-0" o - oo I \ \ �_ I SINK / DISP _ ----- _ LO ' L S3 \\ \ Fr I \\ \ D.W. I o II I I I .. T I} I M 83 iv 1 LO r -v IL___J \� _______ I CHASE TO IS D ;; —___—=—_ ;; :; II o I I TYP 1 r- \ —I� \ \ \ CJ � — — I PROVIDE 1 2" RECESS \ _--- _---- — — — — — — — — _=_— — — J CJ OPT, REF. — — — —I— CJ— '. — — — CJ : — I I CJ —�I I I ■ STORY U.N.O. STEPS AS REQUIRED FOR SGD. REFER TO \ ::: '.: '. '. '. '. '. '. '. '. '. '. '. '. '. '.: : '.'.'. ::.' :: 10'-104" PER FIELD MASON'S SLOPE FOR \ I KITCHEN ISLAND CONDITIONS WIDTH \I� \ LOW WALLS I • ::: .. I ; ; _ 0 d 4'-0" I \ \ 16-10" 12'-10" INDICATES FILLED CELL w/ 3000 PSI CONC. GROUT FROM FT. TO BEAM \ \ \ \ 1:::::: — _ — — • — — — —` — W/ (1) #5 REBAR VERT ABOVE SLAB :::::::::::::::::: ...... .::: ::::::::::::: .... ::::::: : ■ ■ , TYP @ ALL PLACES SHOWN I \ \ TOP OF CONC.I PAVER T BE 4" TO F CO C./ (2) #5 REBAR I HOOKED FTG. DOWELS 5" EMBED \ \ 0 -0 O 4'-0" 4'-4" 4'-6" 0. VERTICALS w/ in W/ 25" EXT. ABOVE SLAB "GRADE 40 \ \ HVAC CHASE STEEL" \ YZ' SLR I FILLED CELL I ` BOCADTION PROVIDE x 9" I \ \ RECESS FOR FRT. POOR - ( L I \ \ \ 2'-6"x2'-6"X1'-0" FTG 'n I _4f. S3 o 25'-10128 \ \ \ \ 9.-W8 W/ (3) #5 E.W. 4, 4„ I Ln ra I \ \ \ \ . . . . - - - - - - ' - CC (2) #5 REBARlini 00 TYP @ 1 STORY S3 \ S3 U.N.O. S3 C? IAHU II FILLLED CELLVERTICALS 2'-6"x2'-6"X1'-O" FTG ^ 3'-5" T-12'-6" x 2'-6" x W/ (3) #5'S E.W. (2) #5 REBAR VERTICALS w/ in SLOPE W/ (3) #5 E.W. G -3 1/2" S3 I I OPT. D pT. FILLED CELL — r,� U0 ---------- M 5'-3" V-10" T-6" I 0 I I: �� T T I — — — T.' ■ — CJ :: CJ I : — CJ o 3-1/2" MIN 3000 PSI CONC. 2. 74 f 7'-10" 14. EDGE OF SLAB 2" SLAB FOR HERNANDO ; BEYOND WALL COUNTY ONLY J N 3-1/2" MIN 2500 PSI CONC -N - K o S3 1' SLAB OVER 6 MIL VISQUEEN I '; I S3 I I �`�, VAPOR BARRIER ♦_ ' &4 35'-4" 20'-6" BUILDER ■ 0'-0'. . : ; ( PROVIDETO I (2) #5 REBAR ' ; I APPLIANCE VERTICALS Win 4'-0" 12'-1" ' O PROTECTION FILLED CELL WH• WHEN REQUIRED �— PER FBC ---- — — — -- — — — — — --- — —�-' — — — — — -- — — --I ,_r, . 1 51- A S3 TYP @ 1 STORY U.N.O. 6'-4Off r,f_nf, N. Ell :e H.B. T-1 FOUNDATION PLAN MONO - ELEV-Al SCALE: %4'=1'-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN r1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN w z w� un a 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>> ? s Mhr 4 ;t To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. F Q E m 00 V O N (p ap CJ N # G N m W LJL to �! ]�-. J W rn � �? u a \ Z W U djMM Lu jLLa aa� zzo f6�v r o K co O uj 7'@N � m m 0 W Z IL ILU c 0¢ a . _j N N K 0 rn U J O Z ❑❑❑ W Z N z � z o J U n' _ � a (r c W 1 1 o �I _ L1J � U 0 Lu s V) 0 N .f) U LLj tas ®® c_) c u) `� o m CD o w coM z o Z 2 u c E `;o QO 2 >r ¢R E F� 2® ❑a (0 ~ o E oa a8 �o &z N <o ¢ a �� � L ro =o nm m � o z r N J 7 ¢w N cn O g o U IBMa mw <o =k o w< _o o o I co < zlll � 0 3 J �NCU CU > `° N J i-1 < C 0 U C4 cc o N M o Z E Q rn ca a E 0 _j ¢ o JOB NO: 20-6581 SCALE : AS NOTED SHEET NO. 6 UPLIFT CONNECTION CROSS—REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" B HETA16 1810 9 - 1 Od x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 -10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-1 Od H HTT4 3610 3105 5/8" ANCH./(18) 10dx1-1/2 HTT4 4215 5/8" ANCH. /(18) 10d x1-1/2 J HTT5 4350 3740 5/8" ANCH. / (26) 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. 314" STUD BOLTS TDX6 5350 --- 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 10140 --- 4 - 7/8" DIA. BOLTS N LUS26 1165/1060 ** 1005/915 ** 8 -10d x 3" JUS26 1000/1080** --- 8-10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 31/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 3Od -16d x 3-1/2" R MTS12 990 860 14 - 1Od x 1 1/2" MTW12 1195 1005 14-1 Od x 1-1/2" S MTS16 990 860 14 - 1Od x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 990 860 14 - 1Od x 1 112" MTW20 1195 1005 14-1 Od x 1-1/2" U MGT 3965 3330 22 -1 Od x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -1 Od x (1) 5/8" ATR wl 12" EMBED w/ USP CIA-7000C EPDXY V LGT2 2030 1750 (16)16d SINKERS & (7) 114" x 2-1/4" TITENS LUGT2 1550 1550 (16)1Od NAILS AND (5) 1/4" x 3" WEDGE BOLTS "X" HTS 20 1310 1245 24-1 Od x 1 1/2" HTW20 1530 1285 24-1Od x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 -1 Od SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 1 590 1 555 1 12-10d x 1 1/2" 1 HHCP2 680 1 570 1 (20)1 Od x 1-112" * 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 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS j (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY :ARRIER SEE SHEET D-1 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-Al SCALE: %4"=1 "-0" ,0 a s •� "* i i ,0 � To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - 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. 0) I AAM F° E co N <O &? Uj 0 N m m L U)J u, N 0� -o LL Lu LL M M Q C13N Q j W Lu JLLLL LL a !Y z$ o r n 0 � 0 0 W om"rn ¢ 2 a C1 LL -j ILZ Z co r- Z Q' O rn MQ U O0 Z) 00 0El W V Cl) z N cn o z � z o J N �W C o +-J C7LL Lai u 0 w o l/1 �y N =' U c ,„ E � g ! x� �I C U) Q ® Q ti co ¢ zco m y o Q J LL. ce E ¢ z o 2 o � } S z¢ E �� r ?® ❑ a CO FCL 0 X U 00 O O E N M 41 L a o co < o az Ww '+ CD Cn C m0 m g O o� Zz N J m TZ �z u� a' a Q 3 Uo 0< LL dz �k 2 J �N > 0 ._ ` a) N J Y 04 U (0 m � � r to o CF) Cy r 0) .L N N T z M N 6; 0') o z O 0 ca C: co a U JOB NO: 20-6581 SCALE : AS NOTED SHEET NO. 7 GENERAL INSTALLATION NOTES 1, Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. LI-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 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7132" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8, Gast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed In exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load <1 .0 a e vertical load Safe horizontal load — GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 8F441B/1T8F401B/1T 8RF40OB/1T 81`321B/1T FORM & GROUT SOLID ?: CV Q o �W �"�_#5 BAR CONT. 8F12--11\fB/1T (/ V' LINTEL DETAIL SCALE = N.T.S. 6 MEMO 'no TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY J w _ 8F 16— B/1 T a o tNOMINAL.QUANTITYOF WIDTH #5 REBAR AT TOP NOMINAL— ° HEIGHT MATERIALS cTt p precast lintels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi wl 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. #5REBAR IN. P REC'D (1) REQ 1/2 CLEAR ALTERNATE POWERS STEEL LINTEL 4 d ° d d d .M.U. #5 REBAR AT TOP 77 ° 4 ° D d° d ° GROUT MIN. (1) REC10 1-1/2" CLEAR d G ° Q Q Ld J U ° Q C.M.U. 5 REBAR AT — h-- = — U i j _ d ° BOTTOM OF a cUn w w 0 LINTEL CAVITY w U) O /n` L —BOTTOM REINFORCING PROVIDED IN LINTEL o ci z < ¢ C7 on Z '— o w n H O 0 60 ` _ D Q/� D a • a #5 REBAR AT BOTTC AS INDICATED 7-5/8"ACTUAL JOMINAL WIDTH (VARIES) U m � 0- ° o 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) 0 0 0 Cn 0 POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications O O 4'-6" LL 4'-6" LL O 5-10" LL LINTEL PLAN — ELEV—Al SCALE: %4"=1'-0" Y �4OL9,. " op ,� 'A'�Sy Cii 84F1A�SA���'e 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 - Resident al 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 W Q c�pp O O U N N R I+ pV y CO r m LL 5 ) J W 'O LL J d (� LL - 103_J QjMM W N J LLLL a o- W rm't 0= IR W o a m 0 rrn Q Z IIL r02:EFE a M U 0 W00N< ❑�❑ FTZ V M cLo - z N M 0 CD Z o Q 'Q J — M Z 0 o W �N LL w m � U 0 w VIOL U c W J i— — E m $ oI••.. ... I III _ L r � U o fti � Y Q m N I� r� C W co O z LL_ c6 C c C) E zo O �o of g >N ¢ z® oa V No 0 0. E X U O ¢ cr ?oI— O < O Z4: N .o o ¢ a= �Z L rp 0 m 0 o Z3 _ z 3 0� 10� go a Ww o M� QO �Z Q ; 0 CO �t z1 ¢ a o� U 3 . �NCU _I m W • c O*) IN .-. O U Cfl m � T O CN T_ i N N r T ai z w CV M ` N rn d Z E Oto ca CL U � Q p JOB NO: 20-6581 SCALE : AS NOTED SHEET NO. 8 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBE A- WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL R 31ST 2003 CHROMATED COPPER ARSENATE CCC 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 t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KGIM) 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 51TMS 402-16 & ACI 530,1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1. 3. ASTM C270.12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ad. (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 ad. 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: 10PSF 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 ad. (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 L/480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS, 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH 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 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4. 2. 3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3112" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE 11 NON -MOISTURE CONTROLLED. 4. 3. 3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH, 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4. 5. 7. CONCRETE EMBEDDED V BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4. 5. 8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT, 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4,7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BYAN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4. 7. 3. STRUCTURAL STEEL: ASTM A36136M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4. 8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ad. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestationbetween wall covering and final earth grads shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C�ncrete overpo�r and mortar along the foundation perimeter must be removed be ore exterior soi treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318;1.6 - An exterior vertical chemical barriermust be installed after construction is complete, Including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12, FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by i licensed pest control company before a certificate of occupancy will be issued. The certificate of compliances hall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN T-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V =140 MPH) TYPE: 5B SINGLE 9x7 +26.3 PSF / -29.8 PSF DOUBLE 16x7 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 14" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS, MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE 8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. •n r•1^• e11 e V a nt , 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 v to v E M v 8 N ik 010 r m LL J # 0 fn�� r` M M 111 LLLLa 0 Qaj 0 ca"LL' a rn W LU aair � O Z OC =:gym @ '0 m m m W N ffoo ¢ ¢ a Z IL Z - ci N M¢ U 0 J OU EJEl0 W (D z N 0 04 E3 - N M CD o LL � L2 a Lu p jr �0 o O W V) w Elfr=- U r 8 I V z m Q N o �e w W m o z EE OU <® ❑a (a rd ~CL�< O E gzo U az 'o S� N¢o � ¢ az w � J W L rp C - z z = Y U 3 ° O o ' z r -i wm aab >z �z U a NZ U 3 <o o J W ¢F �o a °zla 3 CN � W \ / m 0 .� co 0) N _ N CD o co U C4 r co o M ,It _ N r TT N c00 N T r 0 f6 3 N °; N 0) o Z Z E 0 E u) r'a a U _j Q p _' JOB NO: 20-6581 SCALE : AS NOTED SHEET NO. SN C GP • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" 16" O.C. 16'-5" (1) SIMPSON HTS20 OR 3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. F-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 ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE (, ............ N ............... � + /\ J 15/32" CDX PLYWOOD OR + + . . I . . -1- + 7/16" OSB RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + 6'-0" ++ +++ ++++++++ + Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x P — 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 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking / 1/8" gap —� 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * Non stacking walls over squash=20 blocks and require additional consideration. Check wall or beam below.* local building code for appropriate 1/16" details in One 10d box areas=20 of high or--20 sinker lateral load. nail each side at bearing. Squash block / (2x4 minimum) / Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" (10dl nails at 6" o.c. L✓ Provide adequate bearing for each lapped joist. 10d nails SECTION INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED IN BEARING ZONES D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) DO NOT cut, notch or drill flanges FILL CELL F STD. 90° HOOK BOND BEAM 7� F_ cn w STD. 90° CONT. #5 BOR T. #5 HOOK BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT, BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND ISHEATHING 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 a@ INT. BRG. WALL N.T.S. 1/8" min. } Small gap 2" min. 2" max • � 4 max. 4 Clinch nails when possible Tight fit I L [I 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate BCI 5000s® 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000s® BC16500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC160sV 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s8 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d - Hangers with side nailing. - Hangers with sides not containing WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : for vertical load transfer when load bearing for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over �—blocking and wall or beam below.* Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — 6,� A 1%" ROUND HOLE MAY BE CUT ANYWHERE IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1y" NOTES: DO NOT CUT HOLES LARGER THAN ROUND IN CANTILEVERS. 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4, SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1%" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. �When joists meet over wall, provide 1 3/4" minimum bearing for each. SIMPS( w/(22) NAILS 1 5/8" � THRU BOLT SIMPS( w/(22) NAILS 1 R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION Joist I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Jc Backer block (12" wide min.) Nail with 10-10d nails. \Install tight to top flange. \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist p depth I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM—� ° SEE PLAN FOR °• a . • FOUNDATION INFO d STEM FOUNDATION GRADE REINF. SEE PLAN �A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION "MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. ® LOCATION OF 10 SECOND H10A (WHEN SIMPSON H10A .■ REQUIRED) w/ (18)10d x 1 1/2" NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE n1nr \ /rI-1T1^ A I TI IP91 I I —A IM TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION \ //_ PLUMBING LINE Q d q ° d z • ° • SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE d ° A 'd A' ° ` =1IT= I r T- ° SEE FND. PLN. SIZE & REINF. IN lkCJ . i s �a� ESStO 1rlr$tetk0��� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. MW W 4 8 1-1 q�pp �N tf UJ � 4� Sk i"LL 0 7 cp N J* W M �r — m woo. w Q �m w aa� Z 0 Jww caC 5Ofo _ 490 EEO O W o�Nrn Q n Z tL co U 0 N Q O 0 J z V ❑�❑ W z N M o 0 N z o � r M z (DLn (D o T01 , V M W V 0 w o N cn � 9 UJ 8 _ i) 'o 05 ° C:,w � � "` 0 Z Z —3 LA w tt �O r 4N nE E u oLL j Z® 0a cu — O00 aF no 0 O� O E N¢o i ". a z W o Cn C {_ 0y O m0 O� Z (n QJ J , m Q W 2. Cn m 3 1 a U S� a NF W g ¢o oz ter= C:)<Y a � mi CO d °I¢ ;o a ° 3 .0 > d' nL m \W M N J CD lO (C� U CD I--- In CD TT M C) ■� 1: CV T— CO C) LO � = ai CO r T— N E N M y 0) o Z Z ca E oca E N °3 IL U Q p JOB NO : 20-6581 SCALE : AS NOTED SHEET N0. SN 1 5/8"OR 1/2" HIGH STRENGTH `-TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8OR 1/2 HIGH STRENGTH `TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR 5/" GYP. TYPE "X" @ BLOCKING @ 12" O.C. wl (2)12d TOE NAILS s BLOCKING @ 12" O.C. wl (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (DR „ GYP. TYPE „ X„ @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM ABOVE) /)!SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS, PROVIDE (1) SIMPSON SP1 w/ 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ STUD BELOW TOP PLATE:il STUD BELOW (1) ROW 2x BLOCKING @MID (12) 10d NAILS 21.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. 11 11 I r+nv nr .nn,r,r,r, /'%M -7/1L+" r, C% L (12)10d NAILS U.N.O. 2x #2 SPF STUDS NU 1. 1-UN WALL NU 1. <_ 6 -10 . (Z) 114 vvn r � 1 vvvvv vn u , v v.11.u.Im @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/ x J BOLT / (1) ROW 2x BLOCKING @ MID HGT. FOR 16d TOENAILS T & B FOR WALL HGT. > 8'-6". EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"016" PLATE WASHER (TYP.) WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'4'. 1/2" GYP. WB MIN.) @ GARAGE SIDE IF SHEATHING W/ 8d COMMON NAILS @ O.C. OR 5/8"x10' WEDGE ANCHOR APPLICABLE.{ 4" O.C. @ BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) INSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @FIELD "SIMILAR AT FOUNDATION ONLY" 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & SLAB & BLOCK 5/8"° x 10" "J" BOLT 24" O.G. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS @ 6" MAX FROM END OF 2 x PLATE @ {2) #5 CONT. ON 3" 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND (1) LAYER TYPE II {#30) 6 x 6 W1.4 x W1.4 r:IF r" (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH " `' ELEV. 0'-0"1111-1 OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL PITCH >4:12 D °A.F.F.„ x6W1.4xW1.4 6x6W1.4xW1.4 2 ATTA MENTS 2" (2) LAYERS TYPE I OR TYPE II WWF OR FIBERMESH CH WWF OR FIBERMESH ° ' D. - p 31/2" MIN. 31/2" MIN. (#15 OR #30) UNDERLAYMENT ��I I —III=I m D I I—f I�1= 1=I FOR ROOF PITCH 4:12 OR LESS. -1 I I I D I I I 1=1 I I=1 I ° ° ° ° ° ° a ° ELEV. -0'-31/2" Z ' FOR UNDERLAYMENT 1 111=I I —I D • (� I I �I I �I °a ° ° A.F.F. p ° ° i ° ° d - ° ° ° °_ a d p > D > D REQUIREMENTS SEE R905. PRE ENGINEERED WOQD �-I I I I I I= ° — I ° ° 2x4 CONT. ° w ° . I i ° . i ) ° ° - _ D ° , : —III-111i ; 3112 (min.)- 4 _ D ° Lr11�11 31/2 (min. �4-]) TRUSS @ 24° O.C. U.N.O. - , i �l I r ° ° ° ° ° ° a a ° N 00 - 0 •' _ — _ °° — ;T III—L= T I I I I f� ITI I 1 I ° „=1 I I— „ „ I- 12 HURRICANE ANCHOR @ EACH - I=III=I I�— I I=�=I I I= GARAGE DEPTH VARIES ° 31/2 (min. - 4 I _ — =1 I J�_I I I� 31/2 (Ti) - 4 -I - (TYP.) TRUSS (SEE UPLIFT SCHED.) W/ s -' t =1 � ,[ I 1=� r I I I � �I (=1 I I III—III—III—� I I III —I ff I' ' =I I I I �=1 11=1 I I I J 11=1 VARIES _ METAL PL. UNDER EA. TRUSS ° ° ° g a 11= =I I „I II i lII hT, I I T-1 I r I==I -,1I- (2) #5 CONT. 4„ 1,4„ 8„ (2) #5 CONT. 4„ Tr8„ MOISTURE BARRIER TYPICAL INTERIOR BEARING U.N.Q. MIN.U.N.O. MIN. INSULATION LE SHINGLE ROOF TYPICAL BEARING WALL STEP 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP SHEARWALLrc-�� @K**'CC SN1 NAILING SCHEDULE ON SHT. „= ,- „ 83 83 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION SCALE: 3/4 -1 0 SCALE: 3/4 -1 0 ELEV. VARIESAilk FOR ADDITIONAL SLAB INFORMATION. 5/8" OR 1/2"HIGH ALUMINUM DRIP STRENGTH CEILING EDGE G�N�\N�oU BOARD PER CODE (OR 5/8" ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING GYP. TYPE "X" @ GARAGE NAILED W/ 8d COMMON NAILS @ 4" O/C W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA ABOVE W/DRYWALL 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" 0/C EDGES, AND 12" 0/C FIELD. EE SOFFIT SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C \ M ���o s INSULATION PER FBC AND ENERGY \�/ c 1 ROW 2x BLOCKING MID HGT. SCREWS @ 7" O.C. SHEET LOAD BEARING OR 2x STUD "`••• oN.��N � O @ CEILING & 8" O.C. WALLS 8" C.M.U. FORM SUBMITTED WITH PERMIT /' FOR WALL HGT. < 8'-6 (2) ROWS EXTERIOR WALL NOTE:7 8"x8"X16" KNOCK -OUT APPLICATION 2x BLOCKING @ 3rd PTS FOR INSULATION PER BLOCK W/ 1#5 CONT. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @THIRD POINTS SEE SECTION C/S3 FOR WALL HGT. > 8'-6". 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION CHART ON FLOOR FILLED SOLID W/GROUT = #5 VERT. IN FILLED CELL PLAN SEE CC/S3 OR C\i LAYERS W/ TOTAL THICKNESS 7/8" OVER SIDE GYP. WB (MIN.) @GARAGE G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON 10d N SP1 w/ SIDE IF APPLICABLE. 1x2 P.T. HORIZONTAL 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" 10 1 NAILER 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" "J" BOLTS BOLT 3RD LAYER 1/8" THICK. K.O. BLOCK ( ) Od NAILS 5/8"DIA. EXPANSION BOLT 24"O.C. (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL @ STD. 90-HOOK (SEE DETAIL 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR TYPE "S" MORTAR WALL SEE GG/S3) MIN. 2500 PSI CONCRETE SLAB W/ SPACE ANCHOR 3500#, MIN. TENSION 2600#) (6)1/4 x31/4 TAPCONS 6 x 6 W1.4 x WII A WWF OR 20" MIN. LAP [24" MIN. LAP] E *SIMPSON SP1 2X PT PLATE #5 REINFORCING BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 SPACED EVENLY w/ (10) 10d NAILS - FIBERMESH WEEP SCREED INSTALLED BAR END OF 2" x PLATE WWF OR FIBERMESH "' 2x P.T. PLATE C TYP. '� PER MFR INSTRUCTIONS D ° ARCHITECTURAL W FINISH ASSUMED FINISHED E #3 OR #4 REINFORCING BAR 1x2 PT WD FURRING 24" O.C. ` GRADE N . D ' D z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi n I° _� o @ r ' 0 [GRADE 60 MIN. Fy= 60ksi] � III I � � I—III=L—I I �_ 1) #5 VERT. IN FILL FINISH GRADE 00 25" MIN. LAP [30" MIN. LAP] a 1=f 11= ILI=I I I III I�-1 1=1 I1= 1/2" GYPSUM WALLBOARD ( MONO OR STEMWALL ° `'' -� i I- _ DJ 3 i—I i I —I LI I—� D • • I I=1 I=1►� U.N.O. CELLS (SEE FOOTING MONO SHOWN P - _I L w '=I-) I �_ ° ° o °� _ _ _ _ O° 6 MIL VAPOR BARRIER _ D t, ° I= I � -T _ FOUNDATION PLAN FOR CLARITY h" R 1 7/8" — I T—T=1 I I ---�L� FOR LOCATIONS) p° p o ° P =III=I == =1 1=I I I �, N z T #5 REINFORCING BAR -I 1[ T=T=1 I I —I I I I I —I I I 117 1x4 P.T. BASE NAILER „ „ p ° ° 1I =1I=1I1=1I1=1I1=1 I1= ? • D ' —I f #5 LAP SPLICE (2) #5 CONT.-II�, 4 x4 INSPECTION NOTE: ° D� 0 1=1 I I —I I I —I I I-1 I F9 ( =i ( I e . I � � 36"MIN. LAP 36" MIN. LAP ON 3" CHAIRS 31/4" BASEBOARD PORT AT EACH g I I I-1 I I-1 I —I I I=I I I —I I I- N _ D [ ] 8 1-4 8 *FOR BEARING WALL r COMP. SOIL. (COMPACTED TO _ _ (TYP.) FILLED CELL TYPICAL I=) =III=1 7 I 1=111; 95% MODIFIED PROCTOR ASTM r I —I � 1 10" W/ UPLIFT ONLY _ _ _ _ _ _ _ _ 11= MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR (� I= � =1 � 1=1 � (=I � I=I � =III=1 � =I � = � =III=) I 1=) I 1=1 = � -1 11- D1557) — r � rr— r n•r— r r � - MIN PSI MAY VARY PER TO CUT BLOCK OR POUR -� I, 1111 1I =I 1=1 1=I I I —I =I I I- III=I CURB DUE TO SLOPE''HE -1 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HHOOKMUNICIPALITY. III -III_ -III ;III I I I„II � I,I � I , ,I I ICI I1-11I_ � � #6 LAP SPLICE TYPICAL INTERIOR BEARING CONCRETE SLABW/6X6 LU NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING K�E REBAR DETAILS F WALL W/ UPLIFT G W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" BELOW GRADE S3 SLAB INFORMATION. Z00 6x6W1.4xW1.4 D 00 31/2" WWF OR FIBERMESH 6 MIL VAPOR I D I — z min.) 4" BARRIER I D; C d I I g • • — ° —° v • GRADE COMP. SOIL. 0 r — — — — — — — — COMPACTED TO 95% _ _ _ _ �—� � �—� T - — _ _ ( I I I I I I 1T[�--ITTTI I II I I — — - MR=, -(1) #5 REBAR w/ OPT. MODIFIED PROCTOR �I I �=I II I�ENCLOSURE ASTM D1557) —"1 I- I I �I I j I I �'' 3" MIN. CLR. ' (2) #5 REBAR CONT. 11'4"(l STORY) 4� ON 3" CHAIRS TYP. 4„ 1'-8" (2 STORY) STD. HOOK (SEE MIN. U.N.O. TYPICAL WALL SECTION A TYPICAL THICKENED SLAB EDGE L SCALE: 3/4"-1-0 S3 SCALE: 3/4"=1'-0" 83 OPT: DEPRESS SLAB 5 Y22" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND PAVERS / DRIVEWAY EXPANSION JOINT CONCRETE SLAB 14" 13" PAVERS O.H.D. RECESS N1. z O.H.D. RECESS M �fl IIT SEE A/S3 OR J/S6 , T= FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR)) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. �— a .4.. •�:� -�1I��II� °o SEE A/S3 OR J/S6 I t ; T „ I I,1 I, 1- FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" 83 P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0'4, J CONT. BEAD SEAMM —I ¢ INTERIOR e -3 1/2, 4 r CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB 00 c E co 6 MIL VAPOR - T—�T_ �'- BARRIER VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. x x CONNECTION INFO SEE PLAN FOR TOP OF BEAM & LAYOUT DESIGN n III —I (I- ZV it SEE OF PLAN HTS20 FOR STRUCTURAL 'r v - , - �TTI- (2) — BEAM SIZE & T a — CONNECTION INFO M T. 1 2x4 #2 SYP P.T. FRAMING w/ = 1 MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 W ° SCHEDULE = ¢ SEE TYP. WALL SECTION FOR ADDITIONAL j w 6x6 P.T. #2 SYP SLAB INFORMATION J Uj w ABU66 SLAB STEP & RECESS S.G.D. rM � SCALE: 3/4"=1'-0" S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" GARAGE COLUMN TO PORCH SILL O.C. . PAD FOOTING ATTACHMENTS & 18/D1 GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL -71 W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD = - INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. „ ON FLOOR PLAN SIZE VARIES PER PLAN r� CONT. BEAD SEALANT M w/ MIN. (2) #5 VERTICALS 0 ? GRADE a41 d FILLED SOLID (SEE PLAN FOR __ _ __ = a a _ —177 ' 6 x 6 W1.4 x W1.4 + SIZE AND REINFORCEMENT) CD=1 I I=III == ° d • I= 1=III=III=1' = T WWF OR FIBERMESH T M BRICK PAVERS or SLAB PER z 1= I— a w 11=1 I CO pp o _ -III= 0 —1 1= = w 1=1 1=1 1= z • •' • °• - -_-_' - z a ° G C •rrr1=T 0'-0" FIN. FLR.� COMMUNITY SPECS I— I� d _ - g w =1I1=111=1I1=1I I I I=111=111—_- FOOTING -' �II f�l r - I � 11=111=1 I I 111=11I- " — IllyI. 1111=111=1 IIII�IIIllll11llll BEYOND PAD REINFORCEMENT-] ,II—III.,,II MIN. CLEARANCE '' - '• :'3" SEE SCHEDULE CONC. PAD INFO. --__-_----- --'''-- :'.�''O''O''o'O'O'o' SEE SCHEDULE TAPER I ED COLUMN FIR ­­ IN I G �6D 1 �2 PATIO COLUMN FTG. DETAIL � �N INTERIOR WALL SLAB STEP NON-BRG. rK � f��1SE •�"'� ° ! ccyy . L, .�,. N��tr�Qi7]'ellategeaaa 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. fn v Q EpO co 00 00 O U N 4k (o 0 •7 G M to —I 4 W VJ cn�•-�a LL LL a CM W .4 r6 co W LL tL tL WWUI r 13 Z 2o 8N¢o r,-;;�o rm CC a W ci o Z 00 0 IL N0 U O U ❑0❑ z W z N M o g z N z o � � J 0_ N — N M 0z o +-,-+U3 LU U � —� O , U g N c 8 wa U � = t • U C w M M z ¢ o z Z Q. E o _� �_ Z® o X U a` 00 p C-4 ¢o 0 ::3 � c U y o of Z Z m Q W zo oM aLL o� I:. z1< J �N \ �o c CIO LJ. ^ CD O pa., m � .T�. = N r r .ice ( N T N r @ M 7— = O N o Z Z E m a U Q p JOB NO: 20-6581 SCALE : AS NOTED SHEET NO. S3 (MONO) (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA ) DOUBLE 2x TOP PLATE —� VARIES . —� 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY „ VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS WALL IS 1 1/2 MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" BLOCKING @ EACH END W/ 10d @ O.C. FROM EACH HEADER FACE BLOCKING (2) 2x HEADER PER PLAN !x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER �+ STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1-01 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD BLOCKING (TYP.) 2x P.T. PLATE ROOF TRUSS 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT MOISTURE BARRIER 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL rF� TO DRAIN EXTERIOR WALL CLEAN -OUT WALL A SCALE: N.T.S. SL� REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 1 a a a a a a a a 8" STD. 90'HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O.ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION i i NOTES: 1Q FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. SCALE: N.T.S. SLI. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J �JJ{ �- w T > FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM, ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION K/S4 GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TROWEL FINISH SEE GENERALNOTES GARAGE DOOR ROLLER GARAGE DOOR TRACK SLOPE FORWARD CONNECTION ASSEMBLY FOR DRAINAGE GARAGE FLOOR :.` TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. a °a a a a SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 1 ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT rD SCALE: N.T.S. S4 TAB/ SFF�I��Ao/� 'Y 2x CRIPPLES @ —� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2X8 WALL) 10d NAILS @ 8" —� O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEELAND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P: J-BOLT TRACK BRACKET W/MOUNTING ANGLE FOP a iARAGE ,OOR NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1' - 4' (1) (2) (1) (2) (1) LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) 1 (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 1 `—(2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. 00 OR t SIMPSON HTT4 TYP. Op U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. S4 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL 12 (TYP.) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" OIC 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/ SIM SON SP2 w/ (12)10d NAIL AT EACH STUD USS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS 1/2" EXTERIOR GRADE SHEATHING LBLOCKING EACH END FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" 0/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING )? w O/C FIELD 2x TOP PLATE '- � in 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIERIGIRDER TRUSS � = CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dx1 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 o OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP /� 2 ROWS 10d @ 3" O.C. (14 SPLICE -7 /_ ' / NAILS TOTAL) EA. SIDE OF 48.,4� ICE STAGGERED �10d @ 8" 0/C ATTACH ALL — EXTERIOR STUDS W/ (4I16d TOENAILS TO 7I P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. ��4 F= 2240 LBS SIMPSON C C P.T. ATE JIIVIt'JVIV JY4 SP2 JIIVIt'JVIV 10c ST J-1 M. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSON SP4 7. a a 2X8 P.T. BOTTOM P TE SIMPSON SIMPSON C SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 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 rN SCALE: NTS S4 J r'4 2X TOP PLATE OVERLAPPING NAILS @ 6" \GGERED 3OLTS @ 24" O.C. �X 2X P.T. PLATE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 a 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ROOF TRUSS ABOVE F 2X BLOCKING -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A STAGGERED A / TRANSOM FRAMING o I N o BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY 5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR� SCALE: N.T.S. NS zz- ' s � v . 0�_ � To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N 4 S OA N N # F 0 , m 5 op LL - * W 0N Q°j M M I L� - a- W W aa� Z�6�v co C?L C' o W, W mrn SOO QQa LL rn co N O N M Z U 0 Z OU ❑❑❑ W M � z N M o o z � N z o� Q J a- r` z �. ra U N w � m Q) —� O w o �N O f6 NOw U � _ E s g sl°, _ 8° ®® C w M � � o z J :? E E: V w c zo w� z zo Z® ❑a O E XU a< ap 00 g< iiz ¢o L ra CO � ty U w m0 Z ) w cn J m a" zz z rn it og OLL� go Nz > �� �& K �a w� >° Mjo O a J �N ^L1 iii cc NO W n�' 0 m U CO a+ to T ma f0 0 = Qi � � 04 r I n C)LO T Q� N � r T E N CY) rn o z Z E Q � w 0 ra c a o 0 � ¢ JOB NO : 20-6581 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAMII w! (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & ( 1 /4 x2 3/4 TITEN TO CMU SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS BACKNAIL wl 2 16d NAILS SIMPSON H1OA w/ 18 NAILING SCHEDULE FOR TOENAIL W/ (2) 16d NAILS SIMPSON H10A w/ (18) 2"x4" ( } SIMPSON SP4 w/ (6} 10d x 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 1Od x 1 12" AT EA. SHEATHING DETAIL 10d x 1 12" AT EA. SEE STRUCTURAL NOTES OUTLOOKER 1 12 AT EA STUD (USE BACKNAIL w/ (2) 16d NAILS SIMPSON H10A w/ (18) OUTLOOKER 01736 F 2 10d 1 12" AT EA @ 24" O.C. NAILING SCHEDULE FOR OUTLOOKER @ 24" O.C. TOP CHORD SHEATHING DETAIL FOR SHEATHING DETULt AIL BLOCKING FOR FIRST FOUR ROWS OF 45° ± f24"MAX.TOP CORD BLOCKING 45°± 2X4 CONT"L" BRACE TOP CORD BLOCKING TRUSSES @ PSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2)10d 3" FOR FIRST FOUR ROWS EDGES OF 2x4 CRO BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" 0/C. CMID HEIGHT OF TRUSSES @ EDGES SHEATHING APPROX 8" FROM OF SHEATHING TYPICAL OU I LOOKER EDGES OF 2x8 SYP#2 "L" BRACE TO TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER EXTEND AT LEAST 90% OF 48" O.C. EACH JOINT W/ (3) 1 Od AT LEAST 90% OF WEB @ 8'-0" O/C. WEB LENGTH & NOTCH AT MAX. & (2)1 Od TOE NAILS @ LENGTH (SEE TABLE) 2x4 CROSS BRACE BOTTOM CHORD (SEE TABLE EA. END @ 48" O.C. APPROX. 8" FROM ) 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 • 7/16" OSB SHEATHING & (2)1Od TOE NAILS @ FROM LEDGER TO ATTACHED W/ 1 Od EA, END BLOCKING 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" 1OdX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS w! B NAILS I G O.C. INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD 2x4 "T" ON TOP OF PANEL BLOCKING, SLOPE OF ADJACENT SCISSOR TRUSS) FASTEN WITH 1Odx3" @ 4" O/C SPACED WEEP SCREED 2"x6" P.T. SILL NOTCH "L" BRACE HERE @ 48" O.C. INSTALLED PER MANUF. MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 10dx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)1 Od NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4)1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH O.C. MAX) w/ MIN. 4" GABLE WEB STRAP MISSED VERTICAL SECTION 1 EMBEDMENT IN KO BLOCK SECTION 2 WEB, USE MSTAM36 w/ (7) 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE OR x6 WALL, USE SEE STRUCTURAL NOTES x SP8 FOR 2x8 WALL) AND NAILING SCHEDULE OUTLOOKER 2x4 OUTLOOKER FOR SHEATHIN DETAIL F@ 24" O/C 2x4 OUTLOOKER @ 24" TOP CORD 4" MAX O.C. (OPTIONAL -SEE BLOCKING FOR ELEVATIONS) FIRST FOUR ROWS DOUBLE TOP PLATE OF TRUSSES @ 2x4 CROSS BRACE APPROX. 81, 2"x4" CROSS BRACE z 24" MAX. EDGES OF FROM RIDGE FASTENED AT APPROX. 8" FROM SHEATHING TYP. EACH JOINT W/ (2)1 Od & (2)10d RIDGE FASTENED AT / "L" BRACE TO EXTEND TOE NAILS @ EA. END EACH JOINT W/ (2) ; AT LEAST 90% OF WEB 10d & (2)10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2"CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2) 16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD (2)16d NAILS BOTTOM ATTACHED W/ 2 16d TOENAILS 2x4 "T" ON TOP OF PANEL 2x4 PANEL BLOCKING @ 48" 2x BLOCKING ( ) O.C. FOR THE FIRST (4) If BLOCKING, FASTEN WITH ROWS OF TRUSSES FROM 4�2x4'7 ON TOP OF PANEL SIMPSON HGAI OKT w/ (4) 1/4"x1 1/2" 10dx3" @ 4" O!C EA. END TYP. TOP & BLOCKING, FASTEN WITH SDS SCREWS TO TRUSS & (4) 1/4"x3" BOTTOM ATTACHED w/ (2) 1 Odx3" @ 4" O/C SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12)1 Od 16d TOENAILS 2x4 LEDGER (MATCH BOTTOM DBL. TOP PLATE NAILS AT EACH STUD CHORD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 SIMPSON H1 OA w/ (18)1 BACKNAIL W/ (2)16d NAILS Od x 1 12" AT EA. -REFER TO DETAIL J r SEE STRUCTURAL OUTLOOKER ON SHEET S5 FOR CO NOTES AND NAILING X-BRACING, AND TOP r N SCHEDULE FOR CHORD BLOCKING _ 00 Co SHEATHING DETAIL INFORMATION 1 1 1/ ,,. 2"x4" CROSS BRACE -WOODTRUSSES APPROX. 8" FROM RIDGE FASTENED AT -2x4 RAT RUN BRACING EACH JOINT W/ (2) AT 24" O.C. ON TOP OF 1 1 2 1 1 2 10d & (2)10d TOE BOTT. CHORD FOR 4 NAILS @ EA. END TRUSS SPANS 2x4 PANEL BLOCKING ATTACHED W/ 2 -16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF @ 48" 0/C FOR THE FIRST (4) ROWS OF • (2} 16d NAILS 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & 0/C w! (2) 16d TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) -ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL 2x4 "T" ON TOP OF PANEL 2x4 OUTLOOKER @ 24" O/C TOP CORD BLOCKING FOR FIRST FOUR ROWS 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)1 Od WOOD TRUSSES TOE NAILS AT EACH END @ [24" O/C (TYP) x x OF TRUSSES @ "MAX. EDGES OF SHEATHING TYP. -"L" BRACE TO EXTEND T AT LEAST 90% OF WEB LENGTH (SEE TABLE) x GABLE TRUSS 0 z ,-1/2"CDX PLYWOOD OR 7/16" W OSB SHEATHING ATTACHED BRACING w/ (3) 1Od x 3" AT z W/ 10d NAILS @ 6" O.C. • EACH CONN. @ 24" O/C E ES AND 12" O.C. FIELD SIMPSON HGAM10KTAw/ (4) MOISTURE BARRIER JACK TRUSS 1/4"xl 1/2" SDS SCREWS TO SEE PLAN FOR BLOCKING & (4)1/4"x2 3/4" BOND BEAM CONNECTION TITEN TO CMU r1___ MASONRY WALL Vr I nr— LAO I LHIVIINA1 IVN kor tv,L: t%o 0rIlJYY14 rVR J-rLI / E3LUGKINU, I-A5I tN WI I H ZX4 bLUUKINU VV/ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 1 Odx3" @ 4" O/C (2)12d TOENAILS t EXT. WALL CONN. @ COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARING LOCATION B.U.C., SAME NUMBER OF ROWS, SAME SPACING) ) SECTION g SEE TYP, WALL SECTION FOR SCALE: 3/4" = V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS ADDITIONAL INFORMATION. 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)1Od PER JOINT IINIMUM 2x ;ROSS BRACING SEE PLAN FOR OCATIONS) 1Odx3" O/C TOENAIL 6" O/C W/ (2)16d TYPICAL (2)16d PER NAILS JOINT I CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL RUN ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. SCALE: N.T.S. K:�Sp 1 GABLE TRUSS St, "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 GABLE END BRACING DETAIL S5 CONT. BEARING MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES SCALE: N.T.S. SrJ OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6 OVERLAP `MINIMUM (2) 16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL rm— SCALE: N.T.S. Srj "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) a 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB 5 DOUBLE "L" BRACING DETAIL_(a:) SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1Od NAILS @ 4" 0.C— TYPICAL GABLE TRUSS WEB —/ SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM 7 BLOCKING @ 48" O!C GABLE TRUSS XI TRUSS VERTICAL (2) 2"x8" "L" BRACE -� 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 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. � ---- LU 4 9 0 z o W - W m c 9 0 d W o X O O X X W ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0-0" - 3-0" T-O" - 6-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"xT SDS SCREWS TO PLATES (TYP.) GABLE TRUSS \—STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL /TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION �;�1�3b89I $di�iF/! 'N�` p fit, N JL•'V , < �aa F L.0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W F�;qM E co rolo � pp�� � U N N ik C (0 7 LL7 N J at W N 4 cn —�7p 1 LL a aj M W rn M LL W 1,1 a � C''W Z @a R Y °o m0, �_co ��pjO' Qa IY Z LUE p 00 N N Z Q V O J W Z N ch o� z O Q Ln N M z - U ° 0 w o allW U J E U o ¢co N • sm o W co co J I y¢ z Z LL O- O E: 8 g0 O w �o Z® ❑ a C I— C O E o o XU ao 00 0 r� aZ <0 Qo �w W7E ro C = Y U m 0 0' Z z (%� ai h m Q W og z g0 U<� <o a �w k o yZ w� 23 1 0 >° IIIIIIIIIIIII� v R a 03 0 N � = ' J m W \ / m V cc m U N cc o lit ■� = N T �' I LO �s N N T a) ,— E E CV 4i rn o z z C E 0 rn N C d U _j Q p JOB NO: 20-6581 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 TO PRODUCT P,T. TO PRODUCT MAX 8„ PROPER INSTALLATION DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR CONN. 1 X 4 APPROVAL FOR CONN. 1x4 #5 REBAR TYP, ` (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d 4" 1x4 P.T. FURRING 3/16" 0 X 3" LONG FURRING 3-1/4" LONG X 3/16" 0 FURRING TAPCONS (2) ROWS 3/16 x 3-1/2 #5 REBAR (TYP,) ` AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD @ O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCON @ 16 O.C. & 4 2Xg STAGGERED IN 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 JOIST PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL 1x8 w/ (2) ROWS 8d NALS �� 3 DETAIL 90° HOOK (TYP.) FILL SOLID STD.90 ^ ` @TOP & TTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. BOTH CELLS HOOK (TYP.) FACE NAILS 10d @TRUSS VERT. WEB 3/16" x 3 -1/2" DOOR JAMB (REFER 1x4 P.T. TAL SEAT PLATE TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL 4%; TE: P SHEATHING MIN, TO PRODUCTE TO DOOR JAMB (REFER EACH END W/ 2' EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16I/,E//� ' ` TTOM OF BAND IST TYPICAL tB TO PRODUCT APPROVAL FOR CONN. x 3-1/2" TAPCON @ 16" 1x4 (2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH TAPCON 16" O.C. & FURRIN@ END w/ MIN. 2" EDGE DIST. NOTC @ FIRST COURSE MPSON HGAM10KTA @ 12"O.C. 4 FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ ' -2 (4) 1/4xl 1/2" SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 1pdx3" 2x8 TO BAND JOIST & (4)1/4"x2 3/4" 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" O.C. 3-1/4" DETAIL NOTCH WEB AT THE +5^ FIRST 2 COURSES TEN INTO K.O. BLOCK BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FOLEDCELLPER FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRA SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T. SCALE. N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY 0 W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A _ 1610 #FOR 2 STRAPS FILL 1st4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8" SOLD wIGRouT it 1 PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1!4"x1 1/2"SDS ° 1/2" DRYWALL * SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4 "x2 1/4" TITEN = 2150 #) 2 x 8 45^ DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/BLKG. INSIDE TO ALLOW FOR INSULATION ° 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 112" 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 I RECORD FOR FURTHER INSTRUCTIONS. ' ° ' .a'' ' •% SCRIBE NOTCH (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. 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 x8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO Z-6" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH 't IF TRUSSES USED) W/ (3) #6 X 4'Y2" WOOD * DOUBLE 2x4 SCAB FOR Z-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL (2)10d NAILS @ 8" O.C. ARCH DETAIL J 4 MAX. RAD. USE (1') SIMPSON1/ TITEN(CENTERED) w/ x O�FRhgN TO TRUSS TOP CHORDMIN. ATD 16" O.C. + + NGT 1 -O �� 5 -O '� SCALE: N.T.S. SS 12 + /N PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN + + 2x6 #2 SYP @ 24" O.C. + + --,FINISH FLO QR 2 x 8 BUCK - CONNECT TO BLOCK SECTION � + + BLOCKING AS e � WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED >,� •: a '•� EMBEDMENT INTO K.) /4" MAX PER NAILING SCHEDULE ALL TO SUPPORT TRUSS + e ° ° • .' D #5 BAR BLOCK HEADER 2 -0 8' SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON i + SOFFIT 4: p' 9 10 • Is • . CENTERED Wl BLKG. &BUCK 2X6 TO 2X4 (10) 2X4 SYP , . ° ° •° ' IN TOP o 1 X 4 FURRING 8d NAILS EACH TRUSS > .a KNOCKOUT/ N CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x • CONT. W/ N L CONNECTOR °� y MONO FOOTING - _ 1A .•es t PROVIDE 2 x 8 DIAG. BRACE B VERT. BRACES WHEN HGT. OF AT EA. SIDE (3) 12d NAILS SEE LINTEL e' SIZE AND REINF. PER PLAN AND SECTION DETAILS -I BUCK- (TAPCON BUCK - (1) WITHIN 4" BRACE EXCEEDS 24" JACK TRUSS PROVIDED BY SCHED. LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 e CLEAN FILL ° 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT .> DIRT 4 z TO BE INSTALLED OOOF �\NPRECAST 4'-0" MAX SEE PLAN LINTEL °•'. D °ffTANDA' BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16 OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION i HOOK #5 BAR IN TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4%" WOOD FOR OVER HANG FILLED CELL �' • 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC 4' MAX. RAD. SCREWS 16" R IF MASONRY @ O.C.. MAX.. (MAX. 4'-0") . . ' . ' BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL WALL USE (2)1/4" X 3 1/2" TAPCONS AT 16" INSTALL WDW, SCREW —----""' CREW THRU OSB INTO 2 x 8 O.C. '• "•, s• ' !,, s• , , f s , •, s• ANCHOR INTO ARCH BLKG.f STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-BMONO ARCH DETAIL K SECTION @ENTRY L SECTION @ ROOF EXTENSIONK"M_� REINF. PERLAN AND STEMWALL TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" =1'-0" SS SCALE: 3/4" = 1'-0" SS SECTION DETAILS SCALE; 3/4" =1'-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL, EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR SIMPSON HTT4 w! (18) 10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER "SQUEEZED" W.W.M. AT PERIMETER 1/2" NAILS TO STUDS & (1) - COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. 5/8" DIA. ALL THREAD ROD #5x6' EMBEDDED INTO EXISTING BOND BEAM PER ANCHOR E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL j OCCURS TOP WITH MIN. 3" EPDXIED w! SIMPSON "SET" Z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. THE SAME SPACING ( REINFORCING COVER 6'-0" EPDXY MIN. 6" EMBEDMENT & � SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER 3" MIN. EDGE DISTANCE < FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE EXPANSION STRIP U_ W NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° ��-�_ �o' O v A THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL , � o v a REINFORCING AS FOLLOWS: * SEALANT p e _ IIIr — 0 ) OF M RTAR IN BED JOINT. DO NO PLACE LOWER HALF 0 T FURROW. ' v , #5x6 EMBEDDED INTO * PRESS PANEL REINFORCING INTO PLACE. 6 MIN. LAP SPLICE W/ u , — _ T ? EXISTING FOOTING 2 #5x6 IN CONC. IN WITH UPPER HALF OF MORTAR BED AND TROWEL COVER PANEL REINFORCING L REINFORCING PANEL — — I I—TI—T� cn � FILLED CELL SMOOTH. DO NO FURROW. ,.e a �j N DRILL 3/4'x5' MIN, HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT GRADE o. SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6 MIN. LAP p a G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: CN Mz REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. T L": TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT , a 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY, GLASS BLOCK DETAIL \ ° (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE 16" MIN. COVER EA. WAY WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 A S ECTI 0 N 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK 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 ow 9gN ' CrV < OF Uj �`? �• CAPS• e 2 . F1.c N. #!llild! 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 co I• QN �E 0 co (p N v C - -,S'�� 79 uy rn W Vi w a M M u a a W a z e j CoLLU_ W rn a a Lu 0xo �c M9 N m o 110 fn 1j1 , Boa T. IL LL 00 LO N � M Z OU 6 C) Lp Ca? J Z ❑El❑ W z N o o z � CO z o a J - N M z a _ �-J Q) _ o w � m V 0 W g N w U LLJ J 3 = c U) Q Y m ®0 N �� o W M M �� o z z a _I Il cd E E w zo QO z❑a yn ZN e o E XU �¢ a= 7U S1 O f6 N L < wo ¢o aZ w z rr� wg f0 U.)Y __ c z rn0 m O 0 rM YZ U) J 7m �uw o O� O o U =k U5 =V v `i zla ° 3 'd J \W 0 ./ c `o J N ^ O m +, r%, T CO O CN M O LO r N @ T r E N M o z Z E p C a 0 ¢ a JOB NO : 20-6581 SCALE : AS NOTED SHEET NO. SS v 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 w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB—+I 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. -----WOOD TRUSS — A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: NTS DIAGONAL - AT 8'-011 MAX 2X4 CONT. AT T & B CHORD TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT O OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS (2) 2x8 #2 SYP w O.S.B. FLITCH PI TOP @ TRUSS E U.N.O. ON ROOF PLAN NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE EXTERIOR SHEATHING (2) SIMPSON HETA20 w/ (8) 10d ATTACHED PER NAILING TYPICAL BLOCK x 1 1/2" NAILS EACH - OR (2) SCHEDULE K WALL SIMPSON MSTAM36 w/ (7) 10d 2x SPF #2 iSSES Lor HIP & (4) 1/4"x2 1/4" TITENS EACH AT 16" O.C. G.T (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC.MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING 3 SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SIMPSON LSTA18 W/ (12) 1Od NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( SCALE: NTS 3IMPSON HUC410 w/ 6d INTO HEADER & ( Od INTO BEAM - SEE ?OOF PLAN FOR MOI '4FO SEE FLOOR PLAN FOR TIE BEAM BEAM @ RAISED ENTRY MASONRY WALL 4 SCALE: NTS SEE PLAN I. FOR CANT. COLUMN SIZE & BASE —7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SCHEDULDE/ON PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT rAN� SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED CORNER SEE FOUNDATION PLAN FOR MORE INFO 5" COMMON BM. ATTACHMENT SCALE: NTS SCALE: 3/4"=V-0" �--� BM. SPLICE OVER �� CENTER OF POST MIDDLE BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ ENTRY FRONT WALL 2X4 #2 SYP NAILER. NAIL TO STUDS W/ (3)16d AT EACH STUD - TOENAIL EACH TRUSS TO NAILER W/ (3) 10d IF 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. SCALE: NTS ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION SIMPSON LUS26 w/ (8) 10d NAILS — OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO, 2X10 #2 SYP CONT. LEDGER w/ (3) VERIFY WITH PLAN FOR LOCATION AND DIRECTION 1/2" X 4 1/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: NTS VARIES 2x STUDS @ 16" O.C. ROOF SHEATHING SEE 1/S5 FOR SEE PLAN FOR w/ SIMPSON SP1 w/ (10) 10d ATTACHED PER ADDITIONAL NAILS AT VALLEY TRUSS NAILS AT BASE & SIMPSON NAILING SCHEDULE OUTLOOKER 8dON SP2 w/ 12 10d NAILS AT TOP 2X4 #2 SPF BRACING @ EXTERIOR SHEATHING INFO. 16" O.C. W/ 4 12d O —COMMON TRUSSES. ATTACHED PER 2x BLOCKING BETWEEN STUDS TOENAILS TO TOP SEE TRUSS PLAN 2X4 STUDS w/ SIMPSON NAILING SCHEDULE TO TRUSS W/ (2) 12d TOENAILS PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 W/ (10) 10d NAILS EACH END ( BETWEEN TRUSSES STRUCTURAL SHEATHING NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR GABLE (2) 12d NAILS TO EACH VERTICAL ATTACHED PER NAILING BOTTOM CHORD PLATE MORE INFO. TRUSS LOW ROOF/WALL STUD ) SCHEDULE SHEATHING ATTACHED PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d VARIES W/ VARIES SEE PLAN FOR WALL LOCATION 2x4 BASE PLATE Wl 1/2" PLYWOOD NAILS @ 16" O.C. ALONG W/ ROOF SLOPE SIMPSON LSTA30 w/ SIMPSON MTS12 w/ (14) 10d x A (22) 10d NAILS OR (2) 16d NAILS TO 1 1/2" NAILS TO BLOCKING WOOD WALL --------- SIMPSON MTS12 w/ EACH COMMON TRUSS/ FRAMING BELOW @ 16" O.C. OR TRUSS. 2X4 CONT. W/ (2) MIN. 2x4 #2 SPF STUDS @ (14)10d x T 1/2" NAILS TYP TOP & BOTTOM SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR TO FLOOR GIRDER NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C.xx STUD TYP. T&B PER NAILING SCHEDULE & • MASONRY WALL BELOW: SIMPSON PLYWOOD (3) 12d TOENAILS TO a HETA6 w/ (9) 10d x 1 1/2" NAILS @ 1 FLOORING TRUSS OR SEE PLAN FOR PLATE BELOW MASONRY WALL , .` 4'-0" O.C. TO GABLE TRUSS ROOF SYSTEM TOP OF WALL OR BEAM . BEAM BELOW: SIMPSON HTS20 w/ MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER SEE TRUSS PLAN a �� �_ (24) 10d x 1 1/2 NAILS @ 4 0 O.C. o °. W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR TO GABLE TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE 16" O.C. MAX. SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) S H EAR T RAN S F E R INFO. �� SECTION @ FLOOR FOR CONNECTION CONNECTIONS TO G.T. 16d NAILS AT EACH END EXTERIOR. WALL SECTION ENTRYrWN�CONNECTION r22*��SECTION AT HIP GABLE 12 SECTION @ BUMP DUT 39 SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS DETAILS & SECTIONS �I `. �x0\111111f/6////�j0� NNV rLU ° �.& '?OFESSIO To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W v 8 14N mi 0 *h WLL 0 J * W aoN 0 LL� BjMM LU M a CL Z a Z@ 0 O cc:0 �=oo a m O m Q O'f6N� W tn26j°' o a 0 N M Z U J ILW U WO OF-10 O O aaN O Q d a N N M L^n, Z a 0c C1 _ o �W M W V �g O N c yN era v U O y rn, Q 0 ®® o c J w co z¢ o9 z Z U_ Q E ® Z. Wo > N Zo <0 _® oa CU � rm XOU &¢ 00 U o� O N % Q Z Wo W Z L r6 ¢� z Y U N m g O OZ, (n Q W N > ~OgO y, U E�a =0 aW xF r- = o `< >0 v ` < a °3 �N 0 = > d' ^L1 m of X cc N J .� 0)d H L.L o m U Cfl � r co Ci ,d = cV r T � cn T N T CV) z z Z E O a E U 1 Q p JOB NO ; 20-6581 SCALE : AS NOTED SHEET NO. D1 FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE FLASHING REQUIREMENTS TEMPORARILY SECURE BARRIER WINDOW UNIT DOOR ROUGH OPENING WEATHER SLOPE RESISITIVE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall BARRIER WOOD FRAME CONSTR. 0.6 cm : 30.5 cm include flashing as described in Section R703.4. A water -resistive barrier is described as a material behind an exterior wall covering that is TAPE EXTERIOR SELF -ADHERED FLASHING 3/4"-i" BEAD OF CONSTR. ( ) 3 SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING intended to resist liquid water that has penetrated behind the exterior covering from further intruding into the exterior wall assembly. An OVER RIM JOIST AND UP THRESHOLD OF DOOR AND exterior wall covering is described as a material or assembly of materials applied on the exterior side of exterior walls for the purpose of rnsseme�eowwoowl WALL BY 6 IN. : RETURN UP JAMB 6". USE LIQUID EXTERIOR rovidin aweather-resistive barrier, insulation, r for aesthetics including but not limited to veneers, siding,exterior insulation and finish 3 NAIL BRAND OR EQUAL WEATHER providing 0 9 2 PROOF CAULKING CEMT. FIN. � WEATHER � systems, architectural trim and embellishments such as cornices, soffits, and fascias. RESISITIVE SELF -ADHERED FLASHING BUILDING PAPER 2 BARRIER SEAL TOPS OF JOISTS WIRE LATH UNDER DECKING ' 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 SUBFLOOR SELF -ADHERED FLASHING (SEE DETAIL WP07) other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and HEAD FLASHING TIE-IN INSTRUXTIONS: 1.Cut, fold &temporarily secure weather RIM JOIST building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. THESE DETAILS ARE GENERIC AND resistive barrier above header to allow for flashing installation R703.7.3 Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under q pp g AND WATERPROOFING METHODS TO weather resistive barrier 1 include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual BE USED. 3. Fold weather resistive barrier back over head 2 2 O layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance flashing and seal with tape with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF '' MASONRY WINDOW BUCK e 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME " WINDOW BUCK ACROSS WINDOW BUCK - AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6)TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME TO WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL O COMPATIBILITY SELF -ADHERED FLASHING 2 - 3 SELF -ADHERED FLASHING SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR, ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING NAILING FLANGE 1 O DO NOT FLASH OVER 2 SEAL TOPS OF JOISTS UNDER DECKING BOTTOM NAILING 8 FLANGE (SEE DETAIL WP07) SELF -ADHERED FLASHING SELF -ADHERED FLASHING HALF ROUND WINDOW I EXTERIOR DOOR WITH DECK rLraan"vka rLrlonu,4u SCS 0602 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING EXTRUDED SHOULDER DECK JOIST SELF -ADHERED FLASHING 2xFRAMEWALL PRODUCTS DETAILS TILE FINISH TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND O T E E UIRED BEHIND STUCCO FBC 1/2" DUROCK--- ONE LAYER F FEL AR R Q R703.2.1 AND FBCR 703.7.3 Detail Instructions Refer to the number marked as O in each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 8" CMU 2. Install flashing and weather resistive barrier to form water shedding laps 4" OR 8" CMU 3. Self -adhered flashing can be substituted for building paper (PER SEAT DEPTH)- 4. Split the release paper using the ripcord (Split release on demand, FILL WITH GROUT 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) SLOPED MUD BED 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner VINYL SHOWER PAN 8. Mechanically fasten as necessary SLOPE a ° a 0 M SELF-ADHER 1'4" PER PLAN V-0" PER PLAN SLOPE a d ° ° d n SHOWER SEAT G SELF -ADHERED FLASHING OUTSIDE CORNER Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater SELF -ADHERED FLASHING EMT. FINISH SILL/ POTSHELF/CHIMNEY SHOULDER , than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. R703.4 Flashing. Approved g pp g p entry g. pp oved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent ent of water into the wall MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ADHESIVE INSTALL SELF -ADHERED FLASHING JAMB & HEAD ASPHALT ADHESIVE THROUGH SELF -ADHERED cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with FLASHING, SEE FLASHING SELF -ADHERED FLASHING AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or FLANGED WINDOW (SEE DETAIL WP01) ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard SCORED as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing RELEASE PAPER shall extend to the surface of the exterior wall finish. Approved corrosion resistant flashings shall be installed at the following locations: SELF -ADHERED FLASHING, �r (BEFORE FOLDING, SCORE 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall EXTEND A MINIMUM 6" VERTICALLY FROM RELEASE ADHESIVE ASSHHOWN>APER TO SE finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings BOTTOM OF shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the THRESHOLD following: 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or > details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior finish to the resistive barrier 2 wall or water for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 5 1.2. In accordance with the flashing design or method of a registered design professional. 4 1.3. In accordance with other approved methods. 6 /W1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMADMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2 7 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. ' SELF -ADHERED FLASHING ' 3. Under and at the ends of masonry, wood or metal copings and sills. INSIDE CORNER • 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. -►( Ground(- 6. At wall and roof intersections. / 7. At built-in nutters. _LF-ADHERED FLASHING ETCH HERED FLASHING 1 2 4 5 Q w U) m Q Z dLU PLASTER STOP W CO W CONTINUOUS BACKER U ROD & SEALANT w w 2 � Q � w �° A CO 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 THIS NATU DO NI DRIP ACCE SOFFIT/CANTILEVER Water Resistant Barrier Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) a - DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB% PLYWOOD, DENSGLASS L 2AL FRAMING 2AL SHEATHING 3AF PLANE WRB AK WRB -HESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor - 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact, Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing .Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all buttjoints need to becaulked using Stampede or sim. caulk for all © Ca 0 � f 1 � 0 N 0 N �o 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. N F/ m EEp Q 0 C- cp 0WW° � NCNI Q y n CI N CN LL J N (OF--o LL - a LL QQjMM cc: W Ll) 11t a 0=o z _ @�� �o� O a m O W � @NCO m m 9 Z IL� inM4iO' co 6 M Z J o Z N U O J W Lo z N M O p z co � p d Q in N M z a �N o l Cra W c L �0 o W04 (/7 rt3 �- N adsr- U - E m l L Qj U o N u' ® Q c o co ¢ w Z o v5 E R 'SN Sj... E OU wo Z� ❑a �- 5'. �¢ UO �U o� o E o az <o Qo az ww U) r0 C Z2 oY mmi o o' z U en cn iZ r o z z g° a w i� ¢o aLL wz =3 �F o ;o x co v za a °3 ^L1 a) ca CN CNL.L. O � U C4 T � t0 .T�. r N sr N t�0 N T r E m N o) o Z E 10 = m a. E U a; Q cc JOB NO: 20-6581 SCALE : AS NOTED SHEET NO. W P tat 1 II "I 1 I i ^�J W ..-:.R.ti -`,.. >. ._ _ F .-.v «'.,-? "S, ` n, , ,y}�. +. .HP^..rvw N. , Nt/ ,. tuc. .^!Ft ,, .:. .,: -<b4 �... ,r-:, i;' r- .,ti< N :. .., T- .. .�.y n._,.. ,fx � ,r Vie._ ,.-. .Bn, , s +,N ._ ..,,.r r., A ::. ., .. ,.e. -o.h„ R.,- _. it F4. 4 - tom�`,y},�. rd'<h, x ry irk .-. A5 Za.Cn.,av,., .. � , .. ..,: .P - �:� , .,3 ,-r .:..r t,. +m':, .h' ;s. '.� ,,, ..rn J :.. -; ':-'a`•_'s .... ... Y ..1.'x<. -. .sr. x4-. .. a,ue- _ .. r> .1. Z ,Fr7 , _.._F J ,g. 5 M , m �. .. "•.'. .. 9 -.«. ,.+ i`._ ,.. .: vn d.: ,. .. <.4:>, v ^/ K+c ,s'.s:.::v x n. ,:. ,...' ..d, _e: ,„u Y. M _:n ..� '°a' ... ;L:.. vir "'.`rv. �. t. d. .' :.iuL...:.... ..r, .,R -. .. z #' NT _. '.3�"dr r.,-.-.-tau."1.'C w.s.<`„. ?,,2 M:. <,t ,,., o-:: ...... ,-w^'':5�.... a, _:;. �.P,;.. ,. �:: v,,., ... ; ��; '+`x r.'<'x, ...,-,.. � `'':. :'. - .. ,... ....-^�.... .. .... ,., tt . �., ....:.:m' _ _ :.., c d ,..,_,.,, .. F.-" 'm ."xrn"Y'iW;.,--- r"du`a�i.. _ 'C'm`}.- a mi ., .:...r. r ._.:1'' 'Mrv�. - f•F '°kw,.,, fi'3'- :., 1� ,t . - §�. : a�' : �, `. -gyp,.. 4* �° s , ., 4` .,, r.: vZ ,,,.. .-%i: �_ .4, -..x�.... ,b'. `N=.'y; ,. n"..3 L.:: .,4"'M, .a �„ %t vx S<. '_ x, _ - July 8, 2020 i ', P'ROri]tCT r1Pf�'f�D SP VAL E�fFf�CATfC?N SH As required by Florida Statute 553.842 and Florida Administrative Code 98-72, please provide the Information and approval numbers on the building components listed below if 'I they will be utilized on the construction project far which you are applying for a ! N -^ 1 �ii ^ ^` O C O L (L -- _t__r O N U t/? O -O U M .� O - � � OL - L-- N O O � C � O � ,- LL. - � O � .D -0 E O OL N i-- Q '- O � � � 0 C 1--r �'- .� .- Cn Q .. ara IYr '.. '.:. A3 ....._._. __..,.....,:.___........................................................_..................................-.........._....._...............................- HD210 2 FL172441 FL17232-3 ESR 345 5 ..._._...._.. _.........-- - ...... .....:._ ESR-3445 12l31l2020 ...... _:::....: 12131I2020 A23 HU210-2 FL10446-2 FL10856.4 R- ES 2606 ESR-2549 92131J2020 1213112020' - Wye l ftin i iratlMi; (i� C vi g 1 ?t 1 ' x �-�I 2 4- i2 Dt r`2 . o a & $43C e5i S ptNt . (Mayb ""thus) Ate IiDr ti dUle #tt#Itfiatll�iausj HD2122 HD21fi ..........:................ .. __ ..........._....__.... ....... HD2163 Hm26 -,....,........HC728-2•.., ....-.. .....- ....:...... .. .................... HD410 _ _. ............:......_........ ... HD412 _...__. ...:... .................._....................____._-........._.............................._.._._.._.._......_........_.......................... _............... HD610 ._:_.. _...._ HDCD410 FL17232.3 ...............................................�......._........................................_..:::..... FL17232-3 „ .....: FL97232-3 FLi7232 2 ......I. FL172..........5...............n. 32................._....,. _......... FL17232-4 ..... FL17232-4 .................... FL17232.4 FL17241.7 ESR 3445 ESR 3445 _......_ .............,.........._........_I.........I... ESR 3445 ESR 3445 .,....._ ......... ,E.._ - .._. -..._. _... .. _..,,......I........... ...SR3445............. W _..... ESR 3445 _..... ESR-3445 ____..___..__.__.._......... __-.. _- ESR-3445 ESR-3444 12/31/2020 12/31/2020 12/31/2020 12/31/2020 `1213'9120211 ..... .._...._.. 12/39I2020 12/3112020 12/31/2020, 12/31/20M HU212-2 HU216 HU216-3 HU28 HU2s-2 HU410 HU412 HU610 HUCQ410 FL10856.4 FL10856-5 FL10856.1 FL10856 3 FL10856.4 FL10856:9 FL90S5F-9 FL10856A0 FL11468.11 ESR-2549 ESR-2549 ESR-2549 ESR-2549 ESR2549 E R-2549 S ESR-25d9 ESR-2549 SIM200804 12131/2020 12/3112020 213112d20 12131120M ..... ......... 9213112020 -'-" 12/3112020 _.�..._..._ _ .....__....... 12J3112020 1213'1/2020 12J3112020 Cate o Subcate o 9 rY Manufacturer Product Descri tion p rovai Numbers App 4) Ted re s P ssure Esc to p. Da 1. EXTERIOR DOORS A. SWINGING ThermaTru i F star -Classic and Smoo#hStar NON-IMPAC FL20461.1 +67.Od�7.0 sf 12131/2021 Th�BTna Farber -Classic and Smooth Star (NON -IMPACT} FL20461.6 +s7.a�7.o psf 12J31/2021 ThermaTru Farber -Classic and SmoothSiar (NON -IMPACT) FL20461.9 +67.OV-67.0 sf 12/31/2021 ThermaTru Firber-Classic and Smooth -Star NON4MPAC FL20461.14 +67.0/-67.0 sf 12/31/2021 HGA10 ..:._., ..•........................ HGAM10 FL176991 .........................,........_..............._.........I.......... FL17699-9 EvaluationRepat :,:.: _.......•. ,..-- Evaluation R 2q 12/31/2020 _..,... -....- 12131/2020 HGAIOKT HGAM10KT FL11470-4 FL11470.4 SIM200803 tu1200803 12/3112020 ......_ ......... 12J31/2020 ThermaTru Classic -Craft and Benchmark FL15225.1 +67.0/-67.0 sf p 12/31/2021 ThermaTru Smooth- tar and Benchmark FL15225,5 +67.01.67.0 sf p 12131/2021' HHCP2 ....._.. _.._....... -.....__.._................................... HTA16 FL17236.7 _........_.................................._................................._. FL17680.4 ESR 3448 _------............_......._.__..._.._..__... _.._..... Evaluation R oft 12/31/202D ......_._.., 12l3112020 HCP2 HETA96 FL10447.2 FL11473.5 ESR-2551 SIM200802 12131/2020 .........-.....-_...._.......... 12131/2020 e Th rmaTru FiberGlassic, Smoothstar, ClassicCrait, Rustic FL7640.1 +67,0lS7.0 sf 12/31/2021 HTA20-18 HTT96 FL17680-4 FL17324.2 Evaluation Report Evaluation R 12/31/2020 12/31/2020 HETA20 HTT16 FL11473.5 FL11496.1 SIM200802 ES-0130 12/31/2020 9213 /2820 GitS 1 "Dia ,32'5 Gaiv. -_ 'i 1) a B. SLiQING MI Windows and Qoors Series 420 FL15332.1 - FL15332.5 +40.0J-40.0 psf 12d31/2020 HTT45 •............. .........._....:..............,....................._....-_ HTW16 FL17324.2 -.....,,......................................._ FL17244-8 Evaluation R ort ........._.............,....I..................._ .....:__.-.....eP..__........ ..._. _ ._._. _. ESR-3455 :.... 12/31/2020 _-. 12/31/2020 HTT22 HTS16 FL11496.1 FL10456 22 ES-�0130 ESR-2013 12/31/2020 12139I2021J PGT Series 5570 FL251.10 411412021 C. SECTIONAL Clopay Buildi Products Residential WindCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 sf 5/21/2028 `, ,,��,, ...I...,. ...................:::.:.: HTW20 ...... ..:..... ..:.... ............:....::....._...:.........................-.._. FL17244.8 .._._....... ....:<.- ,.•......_..... ,..:, ............. ........ ..I..:- . .. ... ...:..., . ESR-3455 .::.:.. .._ ...:. . ........ .....:_: ........ _.� .:...... 12131/2020 ..::::...::.:::. HTS20 FL10456.23 ESR-2613 _.............:................I... 12131/2020 Clo a Buildi Products Y n9 Residential WindlCode Doors W5 16X7 ( } FL15279.53 +30.0/-30,0 sf 5/21/2028 ' `` #145e}fDrillirV r�e�ws HTW24 ......................:. .,_..:,.:..........1.. HTW30 .................................___._______-...._..._......_....._..._.._.._...-__....................______........_...,...__.......................__... HTWM16 FL172448 _._.. ......... ..:..,,.,...,.._ FL17244.5 FL6223-2 ..:I . ESR 3455 .. _.:... __......,........:...:................_..........._......_............._...,-..............I....................:. ESR-3455 _ ._...._.....__._...._......._..-.......-..........._.._......__......._...................__._.... Evaluation Report 12131/2020 1213112020 12/31/2020 HTS24 HTS30 HTSM16 FL1045&24 FL10456-26 FL11473.11 ESR-2613 ESR-2613 SiM200802 ...:.:.:....1.... 12131/2020 ..I..... ......-. 12131/2020 ..___.._..._._..._._.._ . 12131l2020 CI a Builds Products Residential WlndCode Doors W6 8X7 FL15279.85 +38.0i42.0 sf 5121/2028 CI a Building Products Residential WindCode Doors W6 16X7 ( } FL15279.102 +37.0/�I1.0 sf 512112028 D. METAL LOWERED DRS i .. . u es Diusian o AADG c C m f in 607,707,727,747,and 847 Sl le &Pairs Doors FL11537.1 N/A (see rest stet) 12/31/2025 _........._ ____________.._........_....._..........I...._ HTWM20 _......._.........._..........__-...._ FL6223.2 .__.r_.-____.................,...._. ___._-_.--._.._........_ ._,.___ ._ Evaluation Report .._.._...__._..__..._.__.. 12/31/2020 HTSM20 FL11473.11 SIM200802 _.........__....._....... /2131/2020 HUGT2 ......... ..:.- ....... .. HUGT3 FL62233 .................. _,......_,..,.,......................................_... FL6223.3 Evaluation Report _.. _........................ , :, .................._..... _ ....... Evaluation R ort 12/31i2020 ........... 12/31/2020 HGT2 HGT3 FL10456-18 FL10456.19 ESR-2613 ESR-2613 12131/202D 12131/2020 I i 0i 1�$ A/C Unit om Edge 2• WINDOWS HUS210-2 FL97232.6 ESR-3445 1213112020 HUS210-2 FL10856 R4 ESR-2549 1213112Q20 A. SINGLE HUNG MI Windowrs and Doors Series 185 FL17499.2 +50.0/=55.0 sf 10/8/2023 HOfflt 3" . ! '�pli:4 3 in f nO ,.: .._._ HUS212-2 FL17232:6 ESR 3445. 12/3112020 HUS212-2 FL10856-11 ESR-2549 12/31/2020 PGT Series 5500 FL239.7 7/30/2020 HUS26 _ __..__.... . ........_...._............_ .. ..... FL97232.6 _ ....__ ..............._.._._._ _ , ............_.., ESR 3445 .............._...._. ---- - ---- ._ ..._.._... _..__• ._ _ 12131/2020 HUS26 FL10856.11 ESR-2549 1213112020 B. HORIZONTAL SLIDER MI Windows and Do s or •e 8 Sens 1 8 FL15351.1 + 40.0/�i0.0 sf 2d16/2024 HUS2$ FL17232-6 ESR-3445 12/3112020 HUS28 FL10856.11 ESR-2549 12/31120� C. FIXED MI Windows and Dods Series 185 FL15349.1 +40.01-40.0 psf 4/3/2023 Washers T �`" + Front Crss S l tkln i.P#tir5 - � ��t icy ^w� HUS28.2 ._._..__......................_ JL24 _._......-._..---._.._....................... JL26 ....................................._ ............ JUS2902 FL172326 FLW 7 :.......I........ FL17232,7 FL1723211 ESR-3445 ............ .........................____...._..._...._.........._.._..._.... _...._.. _..._ . _. ...•,_,. ESR-3445 ___ ....................._. ESR 3445 ESR................................._-..._... 12/31/2020 ._ ..,..... _ _.._ 121311202£1 _,........, 12131/2020 12/31/2020 HUS28-2 LU24 LU26 WS210-2 FL10856.11 FL1 55.103 06 FL10655.104 FL10655.107 ESR-2549 E - 549 SR2 ESR-2549 ESR-2549 12131J2 220 .i. ii2020 12131l2020 1213112020 PGT Series 5520 FL243 4/30/2025 Q. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2020 PGT Series 5500 FL261.1 NfA 5/2612021 E, OTHER Left BI ad' t 16 Gau ( + i JU524......„......... FL17232 10 ESR-3445 12/31/2020 WS24 FL10655A09 ESR-2549 12131/2020 ell atlllrr loafsThru bra'cl D �r JUS26- FL1723211 ..._ ..... ......................__................._......_........_........-.......,,.......I.................-.. __._ ...._ ... __.._.. ESR-3445 12/31/2020 WS26 FL10655.111 ESR-2549 12131/2020 Baca Cross Sup rt into A/C Unil< l3€3�om Side JUS26 2__....._._ -�172321'1 __..._._, _.._.............-..........._....._........._........_................._........................._ ESR-3445 �.... 12/31/2020 LUS26-2 FL10£55.112 ESR-2549 12131/2020 3. PANEL WALL f + Fi rh rri ri YlpCAI+ 3 side for U ca use) 1 i I .r '' & l _.... 5....._..........._._...... 28 ..........._......................_................_..._...........,......:.,......_... JUS46 .... __ ......._....: _ ..................... FL1723211 ........................................._ FL1723211 _ � _....... - ....-._ _........_ ..._._......_._......_.._ .... _..... _...................._.................-.........:,. E R- S 3445 _................._.__......................__......._......._....._..___.......:..._..............:...:......:.: ESR-3445 9 /31l2020 2 12/31/2020 LUS28 WS46 FL1 5.113 065 FL10655-118 ESR-2549 ESR-2549 _....... ......... 12131J2020 ...................._._.... 12131/2020 �_�_� - �_ - -._.._ ___r._.-. _----- James Hardie Buildin Prod. g ._..__�. r= _.., . -•---,. ,___.. Cem lank La Sidin and HardiePlank La Sidin g p g -_-- ., - _ ,_._ ,_ .,-..__ _. FL13192,1 - FL13192.2 12/3' /2020 1 A. SIDING N/A B• SOFFITS Alslde Solid and Vented Soffit FL15272.1- FL1a272.2 +70.0/-70.0 psf 12d31/2020 KLEG3 KST260 FL1724115 . FL17244.15 ....... ESR3444 ...._ ... ESR-3455....... .......... ... 12l31l2020 9213112020 LEG3 MST60 FL10667.71 FL10852.7 ESR-2615 ESR-2105 1213112020 92J31J2020 C. OTHER LSTA12 LSTA15 ......... FL17244.98 FL17244-18 .._._......... ESR 3455 .. .. ____._.._...........ESR-3455.... _._............._..........._..-..-.........._...12131/202(l• 12131/2020 LSTA12 LSTA15 FL10852.4 FL90852:4 ESR-2105 ESR-2105 12139J2020 1?J3912020 Lt wi84L sae �� add' I�"'"�'J '� � 4►v�eu�a0er�tsw I 4. ROOFING PRODUCTS LSTA18 L....T. 4 ..I.........S_ ..: ............................. FL17244.18 FL17244-18 ,..,........._..6......•................._......................_..__........................ ESR-3455 ESR 3455 __..-..._ .._ _._ _, _ ...:.._....................... 12131/2020 12J3112020 .....I.. _....I................,.:..: LSTA18 LSTA24 FL108524 FL10852A ESR-2105 ESR-2105 12131/2020 1 "_.` ........ . 2131 2020... A. ASPHALTSHINGLES GAF 3Tab, Dimensional FL10124.1 N/A 12/16/2022 B. UNDERLAYMENTS Tamko 151b Felt Underia merit FL12328.6 N/A 10/18/2021 LSTA30 ....... ......::: .::::.:... FL17244.18 .........................:::::...........I.....I........, ESR 3455 .:..._._. .,........... , ... ......... ........_ .:,::,:.. 12J31/2020 ..I.....:,..... LSTA30 FL10852.4 ESR-2105 92/3112020 .:__:.::.............._......... C. ROOFING FASTENERS NOTUSED LSTA36 :..:.... ....::. . ......I...............:. ......... l TS19 LTS208_..... ...........__...... FL1724418 -..,...:: _...... ..._.....:_: FL17219.2 FL17219.2 ESR 3455 ........:I.... •,. :, ....-_ ... .:::::.. :,:::,:....... ER-0200 ........ ... 1--._..__........................... - ER-0200 - 12/3112020 ..:::. 12/3112020 ............... 12/31/2020 LSTA36 LTT19 LTT20B FL10852.5 FL11496.3 FL11495;3 ESR-2105 ER-130 ER-130 12131/2020 _..._.__ ......., 12131/2020 12131/2020 D, ROOF VENTILATORS Thom so p n Arch Meta) Comp• Oaf Ridge Vents FL16918.1 - FL16918.4 N/A 9l9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 N/A 12131/2020 Lomanca, Inc DA-4 Exahtast Vent FL172021 NIA 7/10/2021 Florida Department of Business &Professional Regulation Page, oft .. _............._....__............__........_............__......___............_.......,_...__......._._.._..... LTi131 FL17219-2 -_.._....-......__.. _,.......___..._ _ .._-__....._............-_._....................._ .___ ER-0200 ...,__................._................ 12/31/2020 LM31 FL11496.3 ER-1 _ Building Codes and Standards 329/2018 .,......_...._........................_..._..._,...._._.......,._.,.__........................_...................._..__..._......._....................................._..-.._...._.............._........._................_....__........_......... LTW12 FL17244-$ ESR-3455 12/3112020 LTS12 FL10456.29 ESR-2613 _12J39/2020 12/311202(} E. ROOFING TILES Boral Tile Villa 900 FL7849,27 - FL7849.28 N/A 12/3112020 Product Approval Application Detail .........._..............---...__..._....._........._..............,,............................._.........__:........-.:....................................-,.._........_.._..._.....__...._.._................._..........._.................._...._.........._...._._...-....._.......___....._............................_,......,�.......... LUG72 FL172A0.2 ESR 3447 12/31/2020 LGT2 FL11470 7 SIM200803 ....._..._........_..........._......... 12/31/2020 BDral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12l3112020 ...._._.........I.....I.... MP3 _ ................ FL17244.22 ESR 3455 ..... _ -. 12/31/2020 LS30 FL10446_'15 ESR-2806 12131/2020 F. METAL ROOF Gulf Coast Su I & Manufacturin L RR Y 9, 0. 3 " I " 0 2 A uminum GuliLok 16 wide roof and FL11651.2 R3 N/A 4/1212024 MP34.. FL17244-23....._........................_........,..,............- ESR-3455 121311202Q A34 FL10446:3 ESR-2606 1.213112020 MP4F ......I ..................... ..... _.•-__ ._. ................... MP5 FL17244 24 ._,:...__-._.........-....,..............._...._ FL17244.22 ESR 3455 ......._-................_...._.._..._....._............--._.._.-...... ...._. :.._.... ESR-3455 12/31/2020 .._..... ........ 12131/2020 LTP4 LS50 FL10446-19 FL10446.16 ESR-2606 ESR-2606 12/31/2020 12/31l2020 Code1 1 r ode ate Data Pending ante �yerslon Manufacturer Contact Enalneer&License ValidatedBy validated submitted FBCApproval Approved us Revision 2017 Gulf CoastSu i & Manufacturer , LLC. Eng Dated Daniel S. Kuhn Locke Bowden P.E. 10/122017 I011020f7 10/172017 1z/1z2o17 Approved Category: Roofi g g (352)498-0778 PE-75519 (334)300-1800 subcategory: Metdl Roalua info�guifcoestsuPPN c� Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida 5. JS' HUTTERS MPH3516 FL_17240 3 ESR 3447 12/31/2020 WM1416 FL10667.88 ESR-2615 12/31/2020 A. STORM PANELS Global Pmtection Products Galvanized Steel Stone Panels FL15076.1 - FL15076.2 N/A 12/31/2020 ..__....._._..____MSTA12 • _.......__.....___ .__._ FL172 4.'$....._.._.____ _.._-.....__....._......_......................ESR-3455-•••••-• --� - - 12/31/2020 MSTA12 FL10852:8 ESR-2105 •1213112020 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12/31/2020 MSTA15 .•.-......•••• MSTA1$ • -. FL17244.18 FL172441$ _ _ ESR-3455 _ _ _ ESR-3455 12/3112020 12I3112020 MSTA15 MSTA1$ FL10852-8 FL10852.9 ESR-2105 ESR-2105 12131/2020 12/3112020 �� S TRUCTURAL COMPONENTS Professional Engineer 4 _ ;: . .; -z_ �,. ..�.,. ,,,. ; , , , . r ...<, .... ..4 ...',., ,,, ,; ,,. M. �> , , ... �_:., . Quality Assurance Approved for Use Approved for Use Impact Duslon sec # Product Model. Number dr Name P oduct Descrlptlon Contract Exolratlpn Date In NYF12 outside Fiyfiz eslstant Pr y 1 0.032&Duct; Aluminum 5V Crimp Min 0.032&goof; 5 V Crimp Aluminum Roof Panel 04N22024 No Yes NIA +N/A/ over 15l32&Duct; Plywood-106.5PSF 2 0,032&quota Aluminum Gulf Lok Min 0.032&qud; Aluminum Gulf Lok 16&quot, Wide 04/122024 No Yes N/a NIA/ RoofPanel over l5/32&blot; Plywood-116.OPSF 3 1&quot; 24ga. Gulf snp 1&quot Gulf snap z4 Ga.17&quot; wide Roof Panel 04/122024 Yes Yes N/A +N/Al-131.OPS war 15/32&qua; Plywood 4 1&quot; 24ga. VersaLoc 1&quot, VersaLoc 24ga 16.5&quote Wide Roof Panel 04/122024 Yes Yes N/A +N/A/ over 15I32&quot; Plywood-138.5PSF 5 1&quokVersaLoc.032&qud;Aluminum 15Duct;not:Plywood.032&quot;Aluminumover oariz2oza Yes vas N/A +N/A/ 15/32&goof: Plywood -101.0 PSF 6 1.5&Duct; 24ga. Gulf Snap 1.5&qud; Gutf Snap 24ga. 16&quot; Wide Roof 0411212024 Yes Yes N/A +N/AI P.5&quo; Vers2&qud; Plywood +N/A/PSF 7 1.5&Duct; 24ga. VersaLoc 1.5&Duct; VersaLec min 24ga. 16&qud; wide Roof 04l122024 Yes Yes N/A +N/A/ Panel over 15732&qua; Plywood-123.5PSF """"_'• MSTA24 MSTA36 _................................................................. MSTC40 ..........................._..._..__....._.........._.........-..._._.,...................._.._..---1......_...__,.....__._._ MSTC52 FL97244:1$ FL97244.15 _......:.............._._.................................................................. FL17244.26 ._ FL1724426 ESR-3455 _ ESR 3455 _.............._...... _...... ESR 3455 ........-................................_.............._......•...._........._._.._.............._......................:........_..................._ 3455 12/31/2020 1 3 I2020 21 1 .............. 12/31/2020 12/31/2020 MSTA24 M STA 36 MSTC40 MSTC52 FL10852-9 FL1 t7S52.9' FL10852.11 FL10852.11 ESR-2105 ESR-2105 ESR-2105 ESR 2105 12/3112020 12/31J2020 12131/2020 - - •3 - - • 20 12131J2020 A. W oD caiv CTtJ / O NE RS -_ _ _ - USP S ct o ru oral C nn. ANCHORS Sim on S#ro -Tie rig see chart B• TR S LA US P TE5 1TW Building Coin on8nts Alpine Truss Plates FL1999.1 - FL1999.4 N/A 12/31d2020 --------�--�-�--•----.-------�:-�-------�- 1 M: W 2 � -•- -•-- �-� .. ,_._._ F 72 .S Li 44 _. _. _, -.-. -.-- -........_ESR ' • - ESR-3455 �-- _. •�-��---- _12/31J2020 MTS12 FL10456-33 ESR-2613 -�'-•-"' '--� ••• 12J311 2o2ti MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 1/1/2023 MTVIl16 ._....I................................................................ MTW18 FL17244.8 .................................. .. . ... . ......... FL97244.$ ESR 3455 . . .... ........,........._............._�...._......_.._.._........ _.... ..... _........ _ ESR-3455 12/3112020 ...._........ ..._.._._..._. 12131/2020 MTS16 MTS18 FL10456.34 FL10456.35 ESR-2813 ESR-2613 'J' J'j2020 ..._..........,,...,....... 12/3/12020 C. ENGINEEREQ LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 3/31/2021 D• MATERIAL Cast -Crete CO High Strength COriCrete LIPt#eIS FL158.1 N/A 512112022 MTW20.......... ...... :: ••• MUGT15 FL17244.5 • . ...•- FL17240-5 ESR-3455 �� ,...... .... .......:. _ . ESR-3447 _'" . 1213112020 ..• 12131/2020 MTS20 MGT FL10456.36 FL11470.9 ESR-2613 SIM2008M 12/3112020 - ........ 1213112020 Commercial Concrete Products, 1nC Hi h Stren th Concrete Lintels FL1774 NIA 5/25/20 4 2 _ NFM35X12 .. .... ....._....... NFM35X16U FL578.2 .......... _,......_. ...... _., , . .. FL578.3 EvaivationReport ......_...._....._.......__...... _...::._ _._..:. _.......... _ _ .. .._ _,. EValu I6"n- Report 12/31/2020 ,.. .............: 12/3112020 MBHA3.56/11.25 MBHA3.56116 FL13904-6 FL13904-6 ESR-2616 ESR-261fi 12131/2020 ..-...._..._.............. 92/31/2020 PAUAA ..-_,.... .._ . ......__...... ...... .............................__...._...._.._.... PAU66 FL17239-13 ____.._._-____.___._..._.__-„____.._. FL17239-13 ESR3449 ......._............�_ ___... _. __..___ ._ . .::_:. ESR-3449 12/31/2020_ _. 12/31i2020 HDU2-SDS2.5 GLTV3.516 FL10441.4 FL10667.8 ESR-2330 ESR-2615 12131/2020 ._____..:..,.. ..._............ 12131I2020 i _-„_,_, _ ....,,._., ; 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 co of the roduct a royal, 2 � } pY R pp } : _ _____ _ _ , � � - 8 2&quota 24ga. MegaLoc Min 24 Ga. 2&quct; Megal-oc 18&qud; wide Roof 04/122024 No Yes N/A +N/A/ Panel over 15/32&uct PI ood-108.5PSF 4 Ye' 9 24 Ga. Gulf Lok Min 24 Ga. Gulf Lok 16&quot; Wide over 15132&quot; 04/122024 NO Yes N/A +N/A/-96.7PSF PIood y" 10 24 Ga. Gulf Seem Min 24 Ga. Gulf Seam 16&qud; Wide Roof Panel 04/122024 No Yes N/A +N/A/-93.SPSF over 1x4 Wood Punins over 15132&qud; Plywood .. __........ ..� .................._PH .... ._.._...._. PHX.I3516 ................ ...._........ ..-......................_.... RFUS ........._.......................................................-...,............,,.........._......_........._............................. RS150 .__....................._ ....... FL97219.3 ...... _. ........-._.................................. FL17241-20 .....,._ _.. -. ...... _...,...... FL6223 5 _..,.....I......,................................................-.................................. FL17244.27 ..._ __ _.. _ ..... .........__.........._ _:.._....._ •.. __....... __ ._ _._ .......... .. ...... _......... ER-0200 .......... _.. ., -- ._ .._.� ESR-3444 ..._.._ .......... ..;..rv...."-- _ .. ....... _,....... Evaluation Report .,... ..._.... ...,...:. .,._....,................_.................. ESR-3455 .._...... 12/31/2020 ..-.......•.....- 12/3112020 r ............... 12/31/2020 12/31/2020 FGTR CS16 H1 H10 FL11473-2. FL10852.1 FL10456.5 FL10456.6 SIM200802 ESR-2105 ESR-2613 ESR-2613 _........ ......... 12/3112020 ........_ ......... 12/31/2020 _ _........ ....,.... 1213/12020 .._-......-............................ 1213112020 + 11 24 Ga. Gulf Seem 18 qu ; Gulf Seam, 1 l ov qud; Snap Lock, 0A/122024 No Yes N/A N/A/ 18&qud; Wide Roof Panel over 15132&Duct;Plywood-108.SPSF 12 26Ga.5VCrimp Min26Ga.5VCrimpRoofPanelover15t32&qud; 04/122024 Yes Yes N/A +N/A/ Plywood-156.5PSF 13 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp over 15/32&quot Plywood 04/12/2024 No Yes NIA +N/AF131.PSF ' Mi Ro Panel r lx4 0 04/12202 /A + 14 zsGa.SVCnmp n26ovr15/3mp of ova wool 4 No Yes N NIA/ Puffins over 15/32&Duct; Plywood-156.5PSF 15 28 Ga. Gulf Lak Min 26 Ga, Gulf Lok 16&Duct, Wida Roof Panel over 04/122024 Yes Yes N/A +N/A7 15/32& not P ood-161.OPSF q , hw ._,............_.............................._.._.., RT15 .........._.................._.-......._:....-.._......-......_........_ RT16-2 ............._............_........_.._........_.._ .._.-... RT16A ..•._........._.........,.._.._.. .. ...... ._ ............-......._..................._. FL17236.3 .._-.:..: __._....__._.._.._._... FL17236.2 ......_.....__......._.........__.._._......_....._...._._....- FL17236-2 ..........._._..._. __.................... _. _._. ........ - ESR 3448 ........... _._._... .._._.. .. _. .......__...:......_..:_. _-__ ... ......_ _... -. _-.,._W:-_ ESR-344$ .. ...... _. _ . __..................:_ ..... ...........,..... _- _...: -_._ ESR-344S .................. """"'"-"' 12/31/2020 ......__.._...:...-....:........:..: 12/31/20O ._....._._...._ .. __...:�. 12/31/2020 H10-2 H10A H3 FL104567 FL10456.6 FL10456-13 ESR-2693 ESR-2613. ESR-2613 - ""12/ 1/ 0 ""' 12/3112020 ._.._.-___ - __....__,.. 12l31/2020 .___: .... _................... 1213112020 -_.._._.__.__-._._..._._.___._,.._._-._.,._...._.,. �..-.�_.__...__.._..___.. _..___.._._._..,_-'_'_-__. .-__.,�_.�_-_._.. .._._.. __ - - -' `- -rv.- _,_ _ _ __ _ .___-- ___---_._____ _____, __._____� ._____ _,_---, .._ .�' __._ _�.�._,_____.-_ ..____._--.. __..__ _.__ ;-____. _.,_.___..-_..--- _--...-..._ ?.. _._._ _ _.. ____ -_-. -. _._... _._.. i ._ - -__ .___ . -__. _ _ -- - -__ _- --____-- - _-_ _ ___._---_--_ _ _�_ ----- --- __--_-- _ _ _._---__ - _ __,_--- ___ _ - _ _ -- - - - - _-' ,.._..,..--... _---,_,..,-"._.,--.,..,._.,.._.....--m....L-_-._...-...._ ,_ e_..___._ .. _.-_"_ __ _ - ,. E ''. : .� ..-_,. ,_,...,._.�, .__...-_-.,.�.:.�___,..__......,__..,,.-„...e....,.n_.:.:...- ...._..a...-�,.m_,�.._.. .,,...._. _._ ...-.-„_n.,..,._._.. -_... ,�..�..,.,__,,.w__...__,_-�._'....,_.>�.,..,,..,____..,...,I l _.___.___, _ __. , . _.___ _-__.____ -_ _.__.____ _____..- ---_ _.__.__ _____. _.__.-___ - --------------- - - �'. RT3A ...,...._...... .. _: _< :...... .... RT4 FL1723 ... ................. ........_ ._...... .....-... FL97236-3 - - 4 ESR344$ .. - ........-............:......... ...... ...._..... .. _ ,::.. ESR-3448 R 12/31/2020 .._ 12/31/2MO H4 H5 FL10456.14 FL10456.15 _ ESR2613 E -261 SR 3 12J311202© 92J31J2020 RT5 FL1723fi.3 ... _ .... ESR 3448 12l31I2020 H25 FL1045f1.19 ESR 2613 12131l2020 ' ) 16 26 Ge. Gulf Lak Mm 26 Ga. Gulf Lok 16&Duct, Wide Rcaf Panel over 04/122024 No Yes N/A N/AI-63.5PSF 15132&Duct; Plywood 17 26 Ga. GuifPBR Min 26 Ga. Gulf PBR Roof Panel over 15132&qud; 04/12/2024 - No Yes N/A +N/Al w ood -154 PSF 7 RT7 FL17236.3 ESR,-3448 12/31/2020 H25A FL1�45�7-12 ESR-2{'T13 12131J2i}2ti i f I ,.._,.,._._...,�_..._. __.__. _.�-_.-.____,.�.�.._...�.-. _ _. i- ..-. ___-..-� .._-__.-......._ _.,_..._;_,...,�.,. __-..._.-_...._ 1 � _-__-_.-n,_:--...v,.. _..--__._.- . "---'" `-'---.---- -_.> ._.__ APPLICANT SIGNATURE DATE I - U) RT7A .....____...... _._. _.__.._._....... RTSA FL97236.3 ......._..._................__.._..:_.___._ ___ _.. .___.._..-_.._ FL17236.3 ESR-3448 _..... ....._..._._...._......_-,._-...-.._..___...... _.. __.._.-.... ESR-34A8 12/31/2020 ..............I...._......___......I 12I31/20� H8 SP1 FL11470.3 FL90456.49 SIM200803 ESR 2613 12131/2020 ............._. ___. _...._...... 12139/2020 " SPT22 FL17244.30 ESR-3455 SP2 FL10456.42 ESR-2813 1213112020 ...............................:..............................._._...................................._......:.....:...........:........._......i..............................................................._.............._.............................._....__......................._.............._....... SPT24 .... SPT4 SPT6 __--.. SPTS _ FL97244.31 FL17244 32 FL17244 32 - FL97244 32 I... _._..... ............ ESR 3455 ............. . ESR 3455 ........ ESR 345a ESR 3455 .031/2020 .... 12131/2020 12/31/2020 ... 12/3112020 12/3112020 SP4 SP6 SP8 SPH4 FL10455.43 FL10456.44 FL10456.45 FL10456.46 ESR-2613 ESR-2613 ESR-2613 ESR-2613 12139/2020 92/3112020 12/3112020 12/31/2020 Florida Departrnent of Business & Professional Regulation Paget mz Building Codes and Standards 3281mis Product A royal Application Detail PP „.•_.,..._.__••_•SPTH4 -_.._.............._.............R1724432�_.........__................... __--...._....__.._..............-........-_-__ ._. _..._.._....._.._............ _ .._.__..__.... __..._.__..._ ESR-3455 �_._-_....__.__ -- -__------........-"----......-"---_...._...._..__....-_....._._..._.__..._._..._._..___......___..-._.-......................_......--- 12l31/2020 SPH6 FL10456:47 ESR-2613 .12131/2020 QueitvAssaence ApQavedforUse Apprmadforuse I act ors rr Prpolnct Model. r4umber ar Name I�>HM I�de IfVHZ @�tant !Dire SPTH6 FL17244.32 ESR-M55 12/31/2020 SPH8 FL10456.48 ESR-2813 1213112020 SPTH8 FL17244.32 ESR3455 12131/2020 U24 FL10655-141 ESR-2549 12J3112020 18 26 Ga. GulfPBR frig 26 Ga. GulfPBR Roof Panel over ix4 Wood 04112rM4 Yes Yes N/A +N/ov Purins ever 15r32&qunt Plywood-151.7PSF 19 26 Ge. GuIfPBR Min 26 Ga. GuI1PBR over 15132&quot; Plywood 04/12M24 Yes Yes N/A +N/A1 15a.7PSF 20 26 Ga. GuMPBR Min 26 Ga. GutPBR afar ix4 Waod Fortes aver 04/122024 No Yes N/A +NIAI 15/s2&quot; Plywood-151.7PSF x Woad OMt22024 Yes NIA NiAr 21 26 Ga. G1ahRb bin 26 qud Guywo over 1 4 Pupils ores Np 15n 26 Ga. Plywood-1t642PSF zz zsGa.e-�rltRtr binz6ca.GutiRibAyerlS/3z&gpa:FlyKaod o4lizrmz4 Np vas N/A +NIa -15s.zPSF 23 2s Ge. GulfRb A'fn 26 Ga. GutRib over 15/32&grd; Plywood 04/122024 Yes Yes NIA +NIAI -159.2PSF .... ...._ . _................._SUH24 ..........................._........_.......................I......._....... FL17232-13 . _.__ .... ......... _ _.._.._..,......._ ESR-3445 � ................ 12/31/2020 HHUS28-2 FL10655:3 ESR-2549 __,.... 12/31J2020 • n, W C //�) v �� /�{'( ......,-THD28 THD28-2 FL17232-16 FL17232-16 ESR 3445 ESR 3445 12131/2020 12/31/2020 HHUS410 HGUS5:25/12 FL10655.4- FL19468.11 ESR-2549 SSIM200804 12J3112020 12i31/2020 ...,...,._--..-THD410 _._....._. THD412 ......_ FL1723216 FL1723216 ESR.3445 _ _-..___..__... _._... _.__...__ _..........__...._: ESR 3445 12/31/2020 12/31/2020 HGUS414 HDQS-SDS3 FL1146$_10 FL10441.1 S'IM200804 ESR-2330 12/31/2020 _.... 12J3112020 - .. l}iD692 .. THDH4 4 1 .... ........... FL9723216 - - FL1723 7 21 FL20331 ESR3445 - - - _ _.... _._.... ES 3445 R Evaluation Report 12/31/2020 _. _ _.....__ 12/3112020 12/31/2020 MSTAM24 MSTAM36 MSTCM40 FL91473.19 FL11473.19 FL11473.19 SIM200802 SM200802 SiM200802 92J31/2020 _. f 11 12 3 2020 1213112020 24 26 Ga. Gu1tRb Mn 26 Ga. GultRib over 1x4 Wood Purfi ns over 04/122024 Yes Yes NIA +N/A/ 15d2&qud; I'4yerood-1642PSF 25 29 Ga. Gutfli Min 2s Ga. GutRib over ix4 wood Pud'sls over o4/t2r?024 No Yes NIA +NIA/ 15f32&quct; Plywood-123.5PSF 26 29Ca.C-ulfRb Mn29Ga.GLMRibover15132&Wct;Plywood 041t22024 No Yes N/A +NIA/ -146./ ,UGT53F „""""' UPFIDB ... FL17219 5 .. ... ER 0200. 12/31/2020' HHETA20 FL11473,0 SIM200802 12J3112020 � V >, O 0 _.,,. LGT3-SDSZ 5 FL11470.7 Sl` M200803 1213112020 .................... ........ .....:. .....I....................: _ ........._................ _ ..__.... ... ..... ._....... .,.. ... .. .. ..._._.:: _ LGUM26.2. FL11473.12 SiM20OW2 12/31/202D - - _ _ _ _ 27 28 Ga. GultRb Mn 29 Ga. GuI1Rb over 1X4 Wood Fortes over OM122024 No Yes N!A +NIA/ 7H6&quct O.S.B.-101.OPSF 28 29 Ga. GutRb Mil 29 Ga. GulfRib over 7/16&quoC O.S_B. 041122D24 No Yes MIA +N44/ -116.OPSF O a•�•� 0- - - - - - - U Search Criteria Code Version: 2017 Fli 11651 Appileatlon Type: ALL Product Manufacturer: ALL Category: ALL Subcategory: ALL Application Status- ALL Compliance Method: ALL (itallty Assurace Bitty Contract 19rplrad: ALL Product Model, Number or Narre; ALL Product Descrip0on: ALL Approved forum In HVHZ: ALL L' Approved far use outside Ill ALL Impact Resistant: ALL Design Pressure: ALL Date From: ALL Data To: ALL U M Coe Entity or ,Dote Date Date Pending UOte 11M Version Mantcturer Contact Enalneer & License Validated 8v Validated SSu FBC Approval Bpgrgyed $lily@, Revision 2017 Smart Vent Products, Inc. Michael Graham Hermes F. Norero P.E. Locke Bowden P.E. 08/172018 06/17/2018 08232018 10/082018 Approved Category: Structural Components (877) 441-8368 PE-73778 (334) 300-1800 Subcategory: 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 2 it7 Protiircta e = QualityrAssurance Approved for Use Approved for Use Impact _' Deslan ' Sea # Product Model Number or Name Product Descrlptlon Contrael Expiration Dale In HVHZ Outside HVHZ Resistant Pressure � 1 SmartVent Model #1540-51 O Dual Function Flood and Ventilation Vent 12/312020 Yes Yes NIA +1006100 2 SmartVent Model#1540-511 Dual Function Flood and Ventilation Vent 12/312020 Yes Yes NIA +1001-100 3 SmartVent Model #1540-520 Insulated Flood Vent 72r312020 Yes Yes N/A +1 DOl-100 O " t.rJ M ¢ W Z J 4 Smerivent Model #1540-521 Insulated Flood Vent 17/312020 Yes Yes NIA +100F100 5 SmartVent Modal #1540-524 16&qud; Garage Door Flood Vent 121312020 Yes Yes N/A N/A Z 6 SmartVent Model#1540-570 Wood Wall Insulated Flood Vent 12/312020 Yes Yes N/A +1001--100 Q 7 SmartVent Model#1540-574 14.5&qud; Garage Door Flood Vent 12/312020 Yes Yes NIA NIA J a SHEET N0. PA 1.0 N � V � Q �--a /� (D /}� O ^ = •—�1 }� �1W� aTt = =3 `♦vim W � V O L O y„{� � O O 1 a �R •— LL � O •'CU 1'C) E O • L /�) V/ '^ (3 =! ♦� v / O co CD > O Florida Department of Business "& Professional Regulation Page i ms Building Codes and Standards 12112/2019 Product Approval Application Detail PP APP Florida Department of Business & Professional Regulation pege3aa Building Codes and Standards 12112201E Product Approval Florida D19partof Business & Professional Regulation plea 1 a, Building Codas end Standards vaaola Approval Application De W Florida Departlrlent of Business & Professional Regulationgags 1 a+ Building Codes and Standards 14018 Product Approval Application Detail gggl Entity or br 29A gDab Pendmo 2" Tvee V6.1- Manuraiii Contact Enalneer&License validated By : Validated Submitted FBCAn —11 Aeordsed $rates Rel blab 2017 Therml Corporation Rick VOl Lyndon F. Schmid, P.E. Ryan J. King, P.E.10/162017 07/122017 11f7192017 17/122017 A rovetl rP pP Category: EtladoYIkms (419)298-1740 PE-43409 (813)767-6565 Subcategory: SWnging Extemor Door Assemblies rlckwombidgainsultar,ts. Compliance Method:Ev9luallon Report from a com Florida Registered Architect or a Licensed Florida Pmfeadonal Engineer Duality Aasumno& Aowoved Iw Uae Aonmved for Use Ill Deal- Seoa Protlud Model Numberor Neme Product Deacdntlon CCmract ExnlrelWn Date In HVHZ Outilde. HVHZ SealateDt Pleasure 1 a. Thermal Fiber -Classic aria Smooth -Star Nominal 6&a39;8'&quotpon-Impost&0rel; Opaque 12/312020 No Yes No WA Composite Edge Fiberglass Single Dow (IrWngtOute rg; X configuration) JailsProduct � EnNN.or I2& 7( 111 Det flim roll "llBAlumm Tvaa W.I. µanufacturer Colitact Enalneer&Llceml Validated By Validated Submitted ISC Aonmval Aoo ved 9taGrs. rp 9 Lyndon F. Schmld, P.E.Ryan J. King, P.E.12tl=017 12/1W017 12/2112017 02/132016 Approved Revision 2t17 Theegory: Co oreoon (419 29 M LIN"Numbom22= Category: Exterior Doors (419)29B-1740 PE-43d09 (013)767.6655 subcategory: SWnging Exterior Door Assemblies rlckw(1 Mbldgconsuftents. Compliance Method: Evaluation Report from a corn Florida Registered Anthill or a Llcensed Florlda Professional Engineer Quality Assurance Aaarovedfor Ua A omved for Use Imoect al n Sao iF Product Model. Numbill—Name Product, Description Contract.Esmrallon Date In HVHZ ,Outside HVHZ .)resistant Preli 1 s. Thermal Fiber -Classic and Smooth -Star Nominal Stil&qumdNwn Impact&tgtot; Opaque 12/312021 No Yes No WA Composite Edge Fiberglass Single Dom (InsMng7Ouiawirg, X cormguration) d� ILaal!.S Do no ��Da no � Ravabn 2017 Tbwmu T(u Corporation Rick Wright NotbnalAcoredletlon& Ryan J. Il P.E 1212/312017 aW21201T 111=17 Approved Caegory: Exlxbr Dom (419)20&1740 WNgerrunt Intel (81S)767-6665 BrbCabeery: Swelg+ar pg Meador DAanml611a ddaeIwbNpcaa Aaft Caaplana Modw& Cudkolon Man or Lattrg. own Bllfitsm.Em&mt gmmkAvuum Aingainadlintgen Assarterad,mrlso IM= 2adE Aar I.WAR oudidde Hill Saillogn P bm 1 a&µOtCWNo•Crtl�ud; and dgwtBerreknark by are zed W Opaque am Glaud FDegYp Dowerth 12131=1 No Ya No WA Thnms•TrulkIll and wRlad Sidaan. hearing and Ouberi g S 21k lLtl�ta 20 20 Dom P..� no listional � ill" Revision 2017 Themn•Tru Corporation Rink Wilght NalloredAxmdliaOwl& Ryan J. rule, P.E. 12202017 OW1201220 7 12217 Approved Ciselpi Edell Dams (419)2WI740 WllagarMm laatYuY (813)767-Wee au6CMaya)'• SwFgmbBae ig Exterior Door dr*wM4MO�a ®ulaMs. Coapikr Modm& Cartlloatlon Mark or Le+bg Doll E1 Aw,,d,for ,use AoaarWbrlla bMW gMM .tsar idyl jLKVQ Detail Will Balsonl& I 8 .&quotSmo*.Sbvbrpmt*W quctBendarwrk by 64 end Ill Opaque and GWW Faeg4M Door with 12131=1 No Ya Flo WA Threnrta•Tmlquat zed without SkWMn. marekg and OuWAV 6 f. erme-Tru Fiber-Clegsic and Smootlr•Star Nominal 8&R39;0 &quot,'14on-Impact&quot; Opaque IMI/2. 0 No Yes No N/A Composite Edge Fiberglass Single Door pnswing/Qlswirg; X emfguratien) 6 f. Therma-TrU Fber-Classic and Smooth -Star Nominal 6&#39,0&quot;Nwi-Impsct&goof; Opaque IM112021 No Yes No WA Composite Edge Fiberglass Single Door OmminglOutswing; X eonligurefon) 9 1. Thermal Fber-Classic and Smooth -Star Nominal 6WS;8 &qumNon-ImpacKr uot; Gained 12✓312020 No Yes No NIA Composite Edge Fiberglass Single Door pnswing/Outiel X conArgurellon) 9 I. Thermal FbervClassic and Smooth -Star Nominal 6&i39;8 &quo1No(rlmpam&qupt; Glazed. 12MI2021 No Yes No NIA Composite Edge Fiberglass Single Dom (Insvang/Outs Mai X cardlguration) 14 n. Therma-Tru Fiber-Cassic and SmlxlnF ar Nominal 6&a39;0&uolNon-Inaact m; Glued 12/312020 No Yes No NIA 9 P &Qu Campos'e Fbergass Single Door ^- n^a. ^r er- scue m er nabs ; qu aSingl one o es No NTA ComPoef4 Edge FlbegHaeSingle.Dom QnwAng/Dulsrwng; X comiguneon) (InswinglDu(sYaing; X edifigure9on) hayh Florida Department of Business & Professional Regulation Pelre 2 a12 Florida Department of Business & Professional Regulation page I a t Florida Department of Business & Professional Regulation page, m+ Florida Department of Busanees & Professional Regulation Page I ar I Building Codes and Standards 102020 Building Codes and Standards Isola Building Codes and Standards Isola Building Codes and Standards Isola Product Approval Application Detail Product Approval Application Detail ProductApirolral Application Detail Product Approval Application Detail ' Fi.#`I93"dT.R9�cit,'''' Sea # `,. Product Model, Nranberur Name Quality Assurance :Product DesorloNon Conhad Exuballon Aooroved for Use Date In WHZ Aaroved fa US, Outside WWI Im= Resistant _ Dail Pm -um. 13 mm vestal Eal.L.g 21M 21M 2dLbROM Installed FOC Aseemaind 20 AworW .In gJ ita jibs Y!nd. 1 Entity or, gaNaa{ [& Li� gala 20 BLbfflbw 11W.pown- 20 11Assartmell AMR R&Tet4tlb gaAt in vonkb Anoka[ 20 291 2MLb alm gala j7ntaked Elm Eearo(ed Ion 1 2 3 SERIES 420 AL UM INU M SGD SERIES 420 ALUMINUM SOD SERIES 42DALUMINUM SW REINFORCED SERIES 420 ALUMINUM SOD OXO 12MInO20 145-W4&quotx80&quo;NON-REINFORCED SERIES 420 ALUMINUM SGD OK XO, XX 12/312020 96&qu-t40&gwt;NON-REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OXO 12/3112020 145-3/4&quatx963l No No No Yes Yes Yes No No No NtA N/A N/A Revision 2017 CJopay Suldlig Pmdxsa Cortpany Cab"pi Exaaft DoOra SubCebpay- 9edioreal ExNrbr Dom AaamW4a Cotnplana Malhol: CatlAation Abe. or Lbthgi Mar%VNWtMld IWdakT atdnp Salvias NA Gary PfrrahYr (513)TTO.8062 Im. (613)01S•BaQ6 rr omrgdd@cloPl 112&2017 OBn02017 17/052617 Appravatl RSIMbn 2017 ClopeylBuildingElate prodcartsDOM Campny Oebeory: tlderia Door $W4do ar: Sectional EWrior DowAaaemblW Cespfornee Will COW48tlonn Mork or Using MM)7704 Nd rTeatlrg Servkaa NA Gary5194 (613)7704M62 Inc,tee. (613)a1B-0000 n dapayau 112W2M7 11W1W1017 1215201t Approved RavYion 2017 PGT InndlWin Careeory: Extedorpom aubOdagory:$WbV rxterla Door Anw"u Coaptlaraa Matlwd: CntlReaBa Mark or Usli burl Ruank MWrY-Dade BCCO-CER MWM•Oede BCCO-VAC (941)4$MIOO (7a8)310.2000 dnwkopgalduabingom 12I102017 11J2Br201T 12202017 Approved 4 SERIES 420 ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OX, 12r312020 No Yes No N/A XO, XX SS&quotx96&quilt; .gl ,� AO U, Lied galod A ,Um ApprmadfarUa 5 SERIES 420 ALUMINUM SGDRE] NFORCED SERIES 420ALUMINUM 90D REINFORCED-XXX 12r312020 143&qudx96&qud; No Yes No N/A ftf 37 037 Wall PAN•2F701: Si 94, 73, 75,1500,190. M 7614RST, 4RSF, SRST, 61101148, 42, 66.486, 429, SM GOSS, GDW, 011 GRSBV, ARSS, ARSSV, a" Pan (min. 25 ga.) Skgb•Car (up to97 arldi 05212025 iMND000E&i174; IMS Garage Door I No Yea I No B� +30 PSFI-32 PSF �Z 53 053 W8.10 PAW2F763: 84A, 94, 73, 71115011, 190, 4Rl 4RSF, all SRBF, 40, 42, 65, 488. 420, 08. GD60, GD58V, GRW GRSSV, AR53, ARill EON, EO68V i Seel Pan 9dn, 26 ga.) Dorba-Car (g C b 16V Da@12026 aelde) WBWCODEW74; M Garage Door gvwbjm No 1 Yes No P +30 Plifil PSF Ant 10 Sa0.0070 0-arw MWBe krnaaW Vi(04 Slldkg gin boa 041`142021 laddMOld" HVKZ Yu Yn Year WA EDW EDISV Florida Department of Business & Professional Regulation page I dI Building Codes and Standards Isola Florida Department of Business & Professional Regulation pag47d3 Building Codes and Standards 17202020 Florida Departrent of Business & Professional Regulation page Building Codes and Standards Isola Florida Department of Buskleee & Professional Regulation paps I a Building Codes and Standards Isola Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Appmel Application Detail "11117417 9M mm vertlea Revaiort 2017 Mmuf ww CURRIES Division of All Ina CeM#W. EMWlor Dada Compa ay:EWnbr pomCtion Ma W CaepWna Ilallra& Cntlluatlal Mark a liarhg EldhLe Yaridaad Or Do& Dare UL LLC Ted Banton, PE 404 ed •a (305)M4707 ro gait 21a VdkWADd SLhmWad 1113013,17 101126=7 DbP&Wbw 11191111CApsannaid 21h Approval d2216rJ017 Approved FI9H7k49.(l6 iA'°d-rfc4s - _ ,. � .090 Reison 2017 Cbple BWhg Rcduca Con PWV ExlarMeDonn Caelig gory:BadionlEtdarior'DoorAfnnbla Geagirw Mathok Gt68atlon Maicor taWM Td.Lg V d� Mork Mobwkld In*ft Tem" $Wv)an NA. Gary PhrslrNr nWA 770.8D82 Inc. (513)8198688 n13)770aldQdopry mm gW gala $LbffiyAmd 112W2017 051102017 ombpmmaa gait FWAaWai Aoom"d 12AD52017 I=& Appealed time Militia Viersion RwNlon 2017 Ciopley Building Product; Company Cobs": ENIWW Doge SulleCallaigail: 8adioUl Eldselor Door AssareWas Copp/ate MWod: Ge(tl6radonl Mark a LWrg JErm8 Mark vgatwkw Internll Tedas Ssrvlae NA, Gory plural (513)770-e0S2 Ina (513)8194MM aaan 21k no glMfBaalm no ikbbdFICADwOM AISM 11rtW2017 Mal 12110612017 Approved Assurance, Kw—r-i for Use Approved forUse lina-0 ANG111.. tan # p aducl Model. Numberor teams Product Description Cpntrael Eml a ion oats In HVHZ Oulsltle HVHL Resistant Pressure. 2 85 SH 52x72 Fin/Flange Frome IG/BG Single Hung t01032023 No Yes No s6W-60 Laminated Glass !FriethadlillicalsLKLIedearail 1 WI,707, TV, 747, and 847 Sage amid Pairs of Door LAlouro againIg Fuel Glazed, and! Lowored single and pain of 12ai2025 bogmv mom dab. a Avila tpdg Ya � pubdamm Yon lmod BaLaal Yn gooks pr WA )boo! 85 066%u SPAN-2F1S3: 73, 78,84A, 04,42,40,426.48S. 4Rl OW ODES, W% ARSE, EDSS Product DsoofhVMn clantmall, EZOLMIIM pdg Steel[ Pa. (al 259a.) Sbglial(up to Mwkie) 060212026 WINDCODEM74; WB Gangs Door AssavaGfat pal Aa�tsLlh! In HVHZ No kwm J' M Bandow Yes No l Prieto +36 PSFN2 PSF EL.P !ea! 102 1112 Ill S PM421l 73,75,84A, 94,42,48,428, 48a, 4RSl SRST, GOIS3, GRSS, ARSE, E.DSS 91 Pon (Min. 25 ga.) Doublial W to WT 011121SIM wed) WNDCODE6a174; VA Garal Ike Aa>grsaysed for tim Asa III UN " gift In III oubwaHvmz 6eYhd prialleassal No Yes No +37 PSFI-41 PW anill— Florida Department of Business & Professional Regulation Building Codes and Standards Paget o12 2D 202o Florida Department of Business & Professional Regulation Building Codes and Standards Peril S47=0 Florida Department of Business & Profnaeionel Regulation Building Codes and Standards Papa I a I /mole Florida Department of Business & Professional Regulation Building Codes and Standards Page I aft 1/21 O Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail v� jygg YedgO Rea,skin 2017 Me0Nfa4lYCfi Ml Wimerdwsend Dons Category: Windows aubcategory: Fixed Compiler— Mdhotl: Cemflcation Mork a Listing alr sr CSDte91 Ehalnear&Ucatwe VaIItlalW Be Brent Stringer Amenran Amheedural Steven M. Udcb. PE (717)365-3300 Manufacturers Association (717) 317-8454 bsplingardmhvd.com Iidie apt Velltlatad a9lgtaWt4 OSM42DI8 061042019 Date Pbel FBC Approval Approved pro 1 iNe(Sa, Appr—ol • Ilm! dll� Revbbn 2017 lam PGT kMustrW Oseaay: Wriall ws OdbCW9ay: Single Hung M dmI* CenOflcabon Mark or Lkft ilk VatdasadM '� Dauer RWdr MWniC&do BCCb-CER MWY•Datla 113=-VAL (941)455-01W PSO)315.2d911 divarkOpgequetrW.am go gad &lA� 122W3017 12MSM17 l Ion g,, �� Aar 122512017 &Y49 Approved rwill51.R7•P(ntlyds „ Seoa . , i .. ., :. , ': Radud Nodal. Number or Mama ,. . '. ... .- . ' .I , , , :: ', Quality Assurance Product Oescrldlon Wrdrad Emhalipn Data ': I •;, •': „ ` ' ... ,. Aaroved for Dee A raved lsr Use 1 1 In F1VNL OWsIda HVH2 Rasislam m hasa - 5 ill all I gnomon= Si9flt Entity or 291 2M Date Pandas 20 �1 version Manufacturer 2111= EnWnoer &.Lldensa Validated av FBC Asbrtival $gprgj(gd y' y§, Rew'non 2017 POT Induatrtea Jens Rosowskl Mleml-Datla BCCO-CER MIamPDade BCCA • VAL 02252020 01272020 0226/2020 Apprcmvetl Category: Windows (941)46S.0100 (786)315.2590 Subcategory: Fixed jrosarsKQpgtlndustrias.c am Compliance Method: Certlfloatlon Maur a ListingOaagNrwe fL4241R22 PrprWds- an ELIiFEC •.1 Seoa ..,.; "-: Product Model Ntnmer or Name ..._ GaWltV Assurance Product Description Contract Expkalton ,. Approved for Use Dale In HVHZ Approved for Use Outside NVHL Impact Resistant sal n Pressure 9e & Product del N er or N Y4uallty Assurance ou;d Desert fro Con t Ex rat Date Aporaledfa Use Aporpved to Use in H Z Ouf s HVHZ Imrm91 Resists t D6slmr P su .1a1!urnbwwHm 826OL20019M gmamdAmima2gim A11a>at�!!s Aoo 1111= canal SLM tam iibZ &*am � Ea S PW-5520 (Large Mrselle Impact) Vinyl Fixed Windav 041302025 Yes Yes Yes NIA 1 1 ss PW 73.72 Instated Glass 041 No Y. N. ♦6a1-60 7 BH•6600 (Cage Malang kaPsoo Vbyl Slogk Hung Wkelow 0713012020 Yu Yes Yes Nat Florida Department of Business & Professional Regulation Building Codes and Standards pier I mI Isola Florida Department of Business & Professional Regulation Building Codes and Standards Page i m2 la6r2o20 Florida Department of Bushms & Professional Regulation Building Codes and Standards Page I of / Isola Florida Departrnent of Btskwm & Prollaidoral Regulation Building Codes and Standards Page 1 on t /mmis O Product Approval Application Detail Product Approval Application Detail Product Approval Appllosi Detail Product Approval Application Detag 4e4 mm vauftR Ravabn 2017 TMmwTru CmPmaoon Caegory: amnion DOae ellbcWwn:MgExterbrpoaAaarrblW Cmplrlde ill~Ewkntlar Report from a Florida RegMparedAmhbd as Liosaed FbHWI Prohnbnal Ell~ 6d�L.d Comm E..k�&Lka Validaed RickVftM)2WI PE413tF. SeaMtlL P.E. Ryan J. King, P.E. (41912.90.1740 PE•43409 (a13) 7674M66 �IIA pap goo& gook Yslslda EIAMN11d tOr182017 1Nte2017 FWA=mnd 1e22/20+7 21k Aasl>2Md 121122ot7 ELILaOutside Approved fjJH5353.A4 PrdAucda. '- . " , - • i ;{ �� .. •.�. . , . ,. , _ , Quality A ... ca .. Apwovedforuae Atrwly for Use HVHZ LWW , _ gal Rila14Ri1 926 rims ylnlen Rwhfon 20+7 Lla! 11 PGT Indultles A4agory:vdndowa WAcala9ary: Moaaa CompNo r IseUnl Certl6eWon Mark orLMtlng EalIaL9t SWAKI anwl .&Lis Vaadardav Dan Rark MlamWade 9CC0-CER MldmHDedo BCCO-VAL (941)4SS4)t00 p08)316.25W dnmkQpglidnWM.am 20 till! Yam" AWaNE IZWM1T 11110=17 �Alaterceradfatia oubkbjpAa 9020" gW FN Asamaa 12,00R017 g BWtl .LAM Approval 2mft 996 mu Yen&n Revision 2017 1l1wdMAua Janie Hardy Building Products, Sublitiattgal Sidling Category: Panty Weis Caryllorae MW*cb Evaluation Read ham a t oraLWnsed FkmiG prose Enft oar Seded l�3Llaue S9tltlaldIla 40-Zhu Ronald I.Ogawa John 307-2 N, P.E. (9�)349.2927 PE-24121 (362)367-2620 athatioltuntaiduer dlasa�rl g 21M till! Rikamen IlW VipMMed tt�d FillA-,,W Amnmd imWa 05l251201T OB1g2017 OBI28I2017 1d1C2017 Approved �raE `v / S•• 2 5764 Vertical AlUndnum Mull 12r31R020 No Yes Yes NIA !! Caudal A�Am Sh� In Asiml.0.t�1h1 2WIMLd= 1mold 9WAD 1 MueonforASDonsand Wlndowa Alumlmmn Muawa 05211=1 Yn Yes yes WA ! am �C. Product D"Wh*M CO"Wdaxokaomoab Al lY! Aaprov In WAR OwAkk !ylin d PN 1 It. &quotFbWCW W4uot,&gllot&YMW W&quok. ed&00;98guetMpadBguet Llazad FbegWe 12131=1 No Ya Yes NIA 1 CsrtpialMrlsp aft mbar nrrart lop sNkg 12I312020 YY Yn WA WA CIO uokCneddkaA&quak or&pratrlmkClMt Single Woo- 0q knevAg or Or✓trakg Configuratla a.Fa� O L n Florida Depaitnant of Buskmasa & Profesdonai ReguMon Building Cotes and Standards Peal d1 Isola Florida Department of Business & Professional Regulation Building Codes and Standards Papa 1 d i Isola Florida Dep rbrient of Business & Professional Regulation Building Codes and Standards Papa I d l Isola Florida Department of Business & Professional Regulation Building Codes and Standards Pe + d 1ap Isola U (�' W Product Approval Application DaWl Product Approval Application Detail Product Approval Application Deptall Product Approval Application Detail M� ■ ■ ■ FL*131924U FL J3lfipamn Sdtl1 mm Yentas RAVWN 2017 VAnUbMWW Jams HaNa Buk" Protl1Ws, Inc. Cabal Pail Waft SubCe seat': Siting Campllmca Moen& Eveluetlon ReperFOan a Prdwlaul Ell*"ConvOL Florida RegYtera' Arohw as Umn4W Fbdls CdALg contra Enno=&Nita! t Pggshag Zhu Ronald I.Orleans John Southl P.E. (90) 348,2827 PE-M121 WM 307-25M ph oWIlFlda dl&am 210a gin INa Submitted 0&262017 DSIOR 7 g1Yj%nom NGADorovW 0e28120/7 2da AaOowAd 10110=17 ANN Approval Sestl1 2122 Ytslon Revision 2017 James Hardie alaldkg Pmtlwls, Ma. CaYgory: panel Wak W6CMpory:alla Comptlma MaMak EValuaton Repot fio(n a FIa & RogWwE W Arm a s tidied Fkdda Prokedorai Enft car Contact Ergdr &LIN ValdaadBy Fes pfarg Zhu PAUM I.OFM Jan SoWlun, P.E. ill" 349.2927 PE-24121 M 357-ZZ PI^9oringshu®lanlaahar db.cmnCcoWkrm gale gals Dab P om Vietnam grAmm! PJig. arlYtg17 Darnall 0&2M17 tide Amf9al IW101i Amu Approved ma vwww Rallis t 2017 lumd&obm AWde cementer Pant Ward SuhCW9ay: SoM ill~. M luatkrr lloarued Fbdda L tb a E &LMOM VWWWdBy MckThanpeon Lyndon F. Sdmid, P.E. Ryan J. King, P.E 0sol m.23e9 PE43409 (8/3) 767-M nthomWa@aNNaAwn gala gets YalY1Wl AWM W IGM42017 1019rt91T Delta leniffiess,gah PWAQQiffivel Aoomnd 101112017 12/122017 Awn Approved sok mule Y!Wffi RavWon 2017 !fit Alelde Caegory: Panel Waal auhcabwq: SOM o M*w* Evaluation Repod from a a s LMamed Fksied Ent& or 22do JmlowaLtasa vwwaw by Mcli Thompea Lyndon F, SdaMdt P.E. Ryan J. King, P.E. (33Q) Sn.2388 PIS 434p9 (S73) 7674 M n5lanpson®aorita.aom gale 201 halt Palestinian gall VWW@bd Ainational PWAmmd Approval $LIBM 10/04=7 10132017 101 12112FA17 Approval W C •G Q z Ant 91,LAe product Dearallsesar Gontral Mmkotion Aasa9tllfair LAW gall Is1AdrL Aselaved forUse t.11li two daY11d am pm Esat 010MAg Asaartand for thele Aamindilaree InHYHZ oumms Lased Resistant galas PJwna AMI Procal ifitediell. alwalater or Maw gmwkAmona product operational Coand Exohldm Dese ADUFOUM far Lb@ AWwmdlbrLJM In HVHZ Imsaal NmLgt D,,I- Pry Seal Pia Contact Exalmdon Date AnomndHttiu Aar IMRIM Inds QWIdle HVH2 PI Q 2 HndWPWk lap Sing ow -snarl lap aid" 12131PIM Yn Yee WA WA 2 HadePlank Lap Siring fWrsanam lop siding 12/ IMM Yr Yn WA WA 1 a-11160111tZr&gwt Sod Vet or sow vinyl Soft 12rJ12M[0 No Yes No WA 2 b. BtP&Agwm T41liq,lot lal Void or Sold vkyd Sda 12I3I= No Yon No WA J SHEET NO. PA 1.1 Florida Cepartment of Business & Professional Regulation Peg@3of3 Building Codes and Standards IMM20 Product Approval Application Detail [ @ Entity or Data Data. Data Purri Dda Em LMI Version ManuiactweY Cauxi Entlinee4,11.1cama Vaidated By Validated Submitted :Fee Ame—Al Al2=Wd status: Radelon 2017 GAF Miclueel SbehRobert Memnon JohnW Knezevi.h,.PE 1211112019 12/112019 1211wols ring FBC Appn Category: Rooting (800) 766-3411 PE39186. (954) 7726224 SubCatagary: Asphalt: Shingles mstletfafom Co pIlaneeMethod: Evaluation Report from a Florida Regist red Arched Licensed Flodda Prof rss(onal Engineer 4. it Ls'1eht4LR25 tfrodupls: - � � a✓ Duality Assurance Approved for Use Approved for Use Impact Design__ Sec Ii Product Model, Number. Name Product Descrintien contract Emirdf nun Date in XVNT outside XVXZ Reslstant Pressure 1 GAF A@Pnar Root Shingles Fiberglass reinforced 3Lteb, lsmirr h,d 5-mlb and 12/162022 No Yes N/A WA hiphrdge asphalt shingles Florida Department of Business & Professional Regulation Pete I all Building Codes and Standards 1a12ote Product Approval Application Detail R.*t 84t2 2m Sam go Rik Data POnCWW 20 Item YMSIM mY oorma EaWmata Llgon" VdkkW w Vdiddld $I[bMWAd FOCAmervisid Annoyed AMR Review 2017 LV. Thompson, Inc. rest Thonpeon ArdrMchual Tay Christman Zachary It Priest Lode Scanlan 10noa017 101ril 10M7a017 12M22017 Approved Metals Company tTAMOO) (Ble)2483466 PE-74021 (334)NO-18DO caegoryr. Rao" lanhy@pwlwtelmoNO•con SuIrGim ry: Roof" Aocasorm Mist on an Integral Pat of Use Roofing System Complains, Marriott: Evaluation Report hoda Flodda RegAdwW AmANect ora Licensed Fklrlte Profawbnal Enpnea Allocated Jim, Lb, Ass[tmtl. lmgld !allm ,dtgd Product MedeL NMeneror None In pywo Panama 3 TAMCO 01ILR s RoorVedwith Battle 26 go. all redvodAstor with Integrated ba6te 09/0912M Yes Yes WA WA Florida Department of Business & Professional Regulation Page'1 it Building Codes and Standards I/sa2020 Product Approval Application Detail o e Entity or Doe, Datn,.. DamPending Data TVD- VorMon Matutexturdr .Conrad Endneer&Llcsnso Validated By Validated Submitted FSCApornvrI Anprowd St. Sus Revision '2017 BorelRooflng Anderson Rooln IAPMO::Unlform LVakratlpn Gay.. Wake 10/182017 10/002017 IM112017 Approved Category: Roofing (Vol) 380-60et .Se tices LLC, 1205) 864-0160 SubCahegory: Reeling Tles RfbihArldemrnQboial.CP Compliance Method: EvalUatlod Report kom a in Product Evaluation Entity rp d 4 MR Droll r n Itv Assu a a Appravedfa Uses Aoproved 1ILUu IIUgS'rl E41!92 Be'#. Model. Number Name.. ProWet o Predu ri 0on Contract Expiration d Dead p eats III Outside HVHZ nLt Resistant Pressure P� 15 axdry' r Ie- is Off: a e5NA WA 17 Saxony CwuritrySlate',. Hartford Slate Shake, Slate, Fiat Profile-Stoekten,.CA 12/312020 No Yes N/A WA Split Old English Thatch i8'- Saxony 900- Country State, Shake&amp; Slate Flat Profile -Henderson, NV 12/3112020 No Yes N/A WA 19 Sexdny900-Calory Slato,Shake, State UMV;'Split Flat Profile -Lake .Weles, FL 1V31r2020 No Yes NIA. WA Shake: - 20 Sekorl- snake :&.amp;Slate , Flat Pruliie- Lathrop; CA 12/3.12020 No Yes NIA NIA villa21 goo Mae— Proflur- olar,.r P Yes NfA WA 28 Vile goo. Medlum Profile-. Leke Wales; FL 121312020 No Yes Nil WA Florida Department of Business & Professional Regulation pea i rN Building Codes and Standards tarmle Product Approval Application Detall 1 has )ftwo EMM&dmr 99" EmomELLWl VagdoYdBy Maw EWMAN FMADOMM Approved AMR R0VWW 2017 nW SuNesg components Group Ina $ aft Lewis ICC Evaluation Service, LLC WMEM M. Ransil PE 09`11920f7 001)72017 091 12017 Approved cmpory: Structural Compromises ($47) 9188473 (407) 681-1917 subCoal V: Tow Wain alevls@apkaitw.com Congenial I I Evokiatbn Report from s Product Evakla6on Entry AOMMMbrUw AllaceWfor Ina, heal Damian $!1! IntlOQfb ouui& OBli Bohm Programs 2 raw BCGApies Wee Piste M@WCmnedor Plate 12/312022 Yes Yes NA NA Florida Department of Business & Professional Regulation Page'I of I Building Codes and Standards laW2o2o Product Approval Application Detail Cam. Entity or.. ;fig Da e. Date Pending 000 TTVIR Version Manufacturer owned Enoineer e, Llcansa Validated By Vall sled Submitted FSC Aooravd Aooroyed $talus Revision 2017' TAMKO BuildingProducts fro. Kanl. Eden Zachary:R,: Priest Looks Bowden P.E. IOM92917 10,05M17 iCaO2017 12112/2017 Approved category: lioo8ng (417)524.6644 PE•74021 (334):300.1600 Subcategory; UndWaymants kern_eden@temko,Coin Compliance Method: Evaluation Report from a Fiends Registered Ardntect or a Lmenas d Florida: Fholea$i I Eng @ c Florida Department of Business & Professional Regulation Page I a 1 Building Codes and Standards 19=18 Product Approval Application Detail FLOI 34U 21h go DftPAndhW 20 An versions Raftor fgt iw a m EW1lebard MICAmarevall Agoroad am Revision 2017 LV, Thorrow, In pie Thompson Amhbmhnal Tay Cluldnn Witty R. Print Locke Braden 101104417 1011WM7 10117a017 12M22017 Approved Moft CW"W(TAMCO) (11M 246-34M PE-74021 (334)300-ISM cement: Rod n tetry@pametekodfn9uxmt SubCste al Roolkp Accessories the on an Integral Pam ofthe Rocal Stores" Complete* Mslra , evaluation Report ham a Florida Reg'' Anthill a a LkwdW Floft Plofenlaha Eegiiaer "ASIUUproduml mat fryelrel Medal Nulnberorxar AlgflOflO.� App irk goo atnw ouiaa HVHZJaldtld 4 TANGO Round Top OMM99 Vend with Baste forT9e 209a static mdvenMe6or with haft 09092026 Yes Yea WA WA Florida: Department of Business & Professional Regulation Pagel err Building Codes and Standards tr2a2o2u Product Approval Application Detail DOfiq....Entity ..br: �a :Date DatePMchrut Data... TTvIss Version Mantleeturer Comet Endnear&License Validated By. Validates Submitted FBCApedve. Andrew emu..: R@vudon 2017 Global Proeec'tlan Products, I.I.C.TIM Robinson Walter A. TIIIh;J ., RE Jo' n W. Kneebh PE 09/0612017 01113 201T OSlllr2Ol7 12M 2/201.7 ApRroved cats%jdq• Shuttle. (954) 509.7545 PE44167 (954) 7725224 Subcategory: Slomh Panels tanrobinsenQgppenLcom Compliance Method; Evaluation Report Noma Florida Reg`oarsd Achitaet or a Licensed Florida: Proledatrnal Engineer F" a7a`Rsmroducm°, Duality Assurance rovedfuruse -don ,� ' urowd far Use s•.l>!431911 . Ste# Product Model. Number err Name Product Dascrlb0on Contract: Excitation Date in HVHZ Durable HVH Resistant Pressure 1 20 GogeGatvanlzed steel Storm PmnelsMVH2' Cormgated.GaNeMind Steel Glen Panels retained 1213112020 Yes; Yes Yes NIA Florida Department of Business & Professional Regulation Faaa I d I Building Codes and Standards Iarnle Product Approval Application Detail nmatmu arm )calm ilk S90a Erad¢A�Lkg veM.rdw YAI=d H&W W FBC Anneal Amrtttfd AW Revision 2017 nW Belong Components Group mo. Stuart Lmb fCC Evaluation semis, LLC Walan M. Ranted, PE 0911B2017 09A72017 0912112017 Approved Category: Strahrro CompOmrb (847) 018-6473 (407) 681.1917 aubcaegory: Trusts Wain slewbospkakw.eom Compliance Ill I I: Evaluation ReW lows a Product EvaMMon Entity Ypp gB llw PmWe�gi@LftmhaorNama AQ 14LSa! Aoukd"pproved canine PMUM Dean i94S 3 RW BCGfAkWm Trubmt M*WCanneslor Pee 127Jir20P2 Yes Yes WA WA Florida Department of Business & Professional Regulation was I aI Building Codes and Standards 1%lmle Product Approval Application Detail 2m Eaft or lac 201 Qoa.l!laallpp Jae mm Ytasioll marateri= 920M EppmLWA6 m Valdaetl By V#Addw AWE= Flil 69RMW A Revision 2017 L.V. Thompson, Inc. dim Thompson Archilochus] Tefy Christman Zadgry R. PrIW LOOM Sweden IOII02017 101101211117 10M72017 12112121117 Approved Metals Company(rAlll (813)2483456 PE-74021 (334)300.18M CateBmt: Rodkp teny@Oormmekoc8me oom Su6Compol Rw" Aeeesesrin that am an Integral Pat of the Roo" System Ccmpgum Melted: Evaluation Report*am a Flodda Rogibromad Architect or a Licensed Florida Proeesbnst Eegkinr QMLVLARUMM A—mved fir, Use Arranged IN LIM Is" 2im Aug product Model. Member or Name Product O—M.U- rQokwArgmwauaa aLAgR oidgwbHm BNWM LnM i TAMC0 FM Top ORAlidge Vent with Bdite for The 26 ga. stetlw root vantitetor with bait 0910912026 Yes Yea WA WA Florida Department of Business & Professional Regulation Fete I d i Building Codes and Standards laws& Product Approval Application Detail affi Sari Eaft K fora gtla cob pawho )era More Ylta9a Cannot goaaffAilme Valdobd BY VOklobd Enbmmw FOG Approval AOMWAd lama Revision 2017 Fkata sisal Products In Clark Jones James L Soldier, P.E.@ Michael John RNmel 100=17 lo106/A17 1027a017 12M22017 Approved Category: Roo" (904) 783d400 CBl1CK Ed9besfteg P.E. fuborepory: Raoalg Aw rin the am an dwk@ttenhcowm PE-31242 (561)414-7557 Integral Pat dam Roo" System Carpgr RUdwrk Evaluation Report tram a Feodt RgpdoW Anthill or a Leered Florida Proinabnst Ell~ FLMMNWH Products 6gpmwd.AwLaw Aamarlmrl&s islelm gad Ease wiim Pm&mtDsocdngon 1hHVICE Heraw Pmil 3 e- FLAMCO BryrakRVlO Ridge Ventliquo; Aluminum Ridge Vela for pibhW more fabricated 12/31reM No Yes No WA from OlAluminum Florida. Department of Business & Professional Regulation Pagel mT Building Cordes and Standards 12o/2D20 Product Approval Application Detail Sc4$p Edit_v or 2" 2la Date Pandino 299 7_V" Varelon ModulactUro carried Endneer:&Llosnse Validated By Masthead Submitted FBCAraroval Approved status Revision2017 All American Shutters and Glass Mike Barbieri Frank L. Bernardo RE $.. ,.. Troy -'al a P.E. 10/1 18 1 , sh P,. 8/20 10/.820tfl. 9 02320he 12M 112018 Approved Category: Snuwers (581)712.9882 PE-0048549 (954) 84 .oa80 $UbCategory: Blast Panels mikeb@dIt m rricanshufte CPmpllanca Method:: EyAluaficn Report some, rscom Florida.Rag stared Architect or a Licensed Florida_' professional. Engineer tl. L a u 'goo a Product .Moctal Nlanbaar Name Product Description Duality Assurance. nproyedfpr Uae A Contrast Excitation Data In HVHZ eyedt Use Appr or Outside impact 22wm Resistant Pressure _ 24ga Galvanized Steel Bi— Panels 24ga Galvanized $teat Storm Panels 12731 f2920 Yes. Yes Yes. WA Florida Depar4nent of Business & Professional Regulation Face I1I Building Coles and Standards 11=13 Product Approval Application Detail FLA49916M raft EnM or Rat Rik Dam pending 21k Item vneign mallailletral 2mm Buckner iLicense VaNdAWOt YIYdW IO&mtllW FBC ADMVM Montreal liable Rb.4w 2047 rrwBUN" CamporeMs Group Iris. $hall Laws ICC Evaiatbn Service, LLC WMan M. Ransil PE OWIWM7 007=17 09212017 Approved compay: Structural Components (847) 9184473 (407) 081-1g17 NW Wtegmy: Them PMas OWMWSOWIbN.ae ConmpYrw MMlwb Evaluation Repots from a Product evaluation Eldly a sw Pmdudmo W NLy M wName PmdwLDONsdodm CoWMEmMmOon initYlli lam PNORM 4 111W BCGA" a Vol Mom Connector Plea 12131r= Yn Yes WA WA Florida Depatment of Business & Professional Regulation Building Canes and Standards Product Approval Application Detail pogo I d l IWAIII Florida Departrt W of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pave 1 d i relate Flodda Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 d1 ramie 991t groans lea flak CAWP*rAipp Rda FLM97Jm rdo l Rik 2da RNA a 220 adlbtsr 2ft Ilea no mm Version momdshimf Cannot F Ya�rlY YSubmitted FING Aboovid Agnes !fable .'Oral vwmm d fW 1WnraWul[S Wta N%U W�(WW Yal11tm9 aWNRwad FACADMONd Apbrwmd roan BW VeataL man sewo EmhmorAU1na YMNWW my Vdklobd liabmgasl FKAOOIWM Acumted Eable Revision 2017 Moot Industries, In Dosed WM K.Y) evaWNin.4eyke, LLC ICC evaluation service, 10119=17 IOMOM17 10/222017 Approved Revision 2017 I irek Industries, Inc. DON Wed ICC Evaluation Semis, LLC ICC Evaluation Servin, 101192017 1 o1Ill 1022a017 Approved Revision 2017 Moak Industries, inn - David Wort ICC Evaluation SSMa, LLC K)C EvaWNon Service, 10MRI r7 10/19=17 109=17 Approved Caesey. Structural Components (314) $51-7490 LLC. category: structural Conmponsrwa (314) 851-7480 I.I.C. CatellStructural Compaema (ever LLC. SubCob": Tow Peps dlverl@ma.con (205) 899 om 81aCoepory: Torn Pads dwert@m5.cort (205) 59949110 SubCsb: 9necategnry: Thin Pities me.c wn dvart@mN.mm 05) 588-g800 COripBeses Msthad Evaluation Report horn a from a Compliance Evaluation ROWfrom - Oowoftm ke8rod Evaluation Report *am a Product Evaluation Edgy ofim E Resold Evakatlon nay Evolual Edy, Amerind for Lbe Accepted for4u JrAbd Spplm oulft Anomered for Um, AmwrodforWe learal Dedon alway A Apomrldbttive )calm Isom Effi! 111i Oumift m P[MIIO! .;Ina! InHvHZ OLftwo Aretraii revenue, ANA Pto&earade.Nrase wtioes In KM awmawou aalYam PrAmm 2 NO 16 16 ga. hues connector plots 01/01a02e Yes Yu WA NIA 3 MT18HS 18 im. high & *no t as oaneedur Plea 01101YA23 Yes Yu WA WA 4 M720 20 ga. eves condor pee 011WrA23 Yes Yu WA WA a Florida Department of Business & Professional Regulation Pages ore Building Codes and Standards 12012020 Product Approval Application Detail €slg Entity or 21W ggtp, Data PKfdrro gig IV- Version Manufacturer contact Enalneer&Lioailse. Validated'Bv ValdMed Sutimnted FBCAoorovdl Approved -am- Editorial 2017 d Weyerhaeuser Rob Brldwin ICC Evaluation Service. LLC Ian Lehrer P.E. 04101/2019 0323P2019 04/0812D19 roved Approved p Change Caegory. Structural Components 253 924-8476 808&39-$288 Subcategory: Engineered Lumber Robart:Beldwin@Weye bur compliance Method Evaluation Repoli from a Buser oom Product Evaluation Entity tDesion Quality Assurance Aw—d for Its. Approved for Use harder Beg d Product: Model. Number or Name Product Description Contract Exdratlon Oates In HVHZ Outside HVatZ. Resistant Pressure 1 Mlenkern LVL Laminated Various, Lumber 03131CO21 No Yes N/A N/A 2 P'Wlam PSL parallel Shand Lumber 03/31 W21 No Yes N/A N/A 3 TmberStmnd.LSL Laminated Strantl Lumber 031312021 No Yes. N/A N/A' 4 TJ Rim Board structural Composite Lumber or Oriented $trend 031312021 No Yes NIA NIA board Rim Board 5 Weyerhaeuser Rim Board Oriented Srand.Board Rim Rpprd 03/312021 No Yes WA NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail 3e00 Product Model. Numbear Name Protluct Descrldtion High Strength C.—I. Lintels 4.8 U. and 12 Inch wide lintels 05/21=2 Page l cf 2 Florida Deparhrrent of Business & PrDfesslonal Regulation Papa I d r 12WG20 Building Cafes and Standards lawis Product Approval Application Detail Jk4' .. ,. ..�Desten 4o Ra Dab ftndim go %dfor Use Approad for Use Impact HVHZ outside NVXZ Resistant press" Iltm Ymlm f Saaem £mortis& a Lbew @altitude � YalWla.4 Submitted FBC .Approval Amlgald Iiltlpp Yes teas N/A WA Review 2017 Commercial Corm* Produdain Roped Oats TMUY H. HUYNH n Ja ltwr 10M4a017 10Me/A17 1028a017 1 111017 ZM Approved Ceepny: Slruesrml COrtyronents (813) 869-S1p7 PE$0122 (362) 618.6311 &dObb"y Products Introduced na Resuitd New Todabbpy pmaalpabf@y... CoinBna Msemd: Evaluation Report from a Fbrids RepNemd Arohitmt or a Licensed Florida FitbriarEngineer wtn4naPredai CknMb Asomorms Assistant! for Use Annelid for Use Imem fad Est! in 1iVJKoulealm HvHzL PnWm 1 C ** PteCMt or Co mmeade Connate Produce PMOW and Pneknwd Concrete Leiters 06262024 NO Yes WA NA Florida Department of Business & Professional Regulation Fags i teI Building Codes and Standards ta2ole Product Approval Application Datati fLKUt49d r.m EVANar rot 291 taaeanel Ian BM veril 1 3WI7A@c ' d1dmdilW FOICApprolal Approved ANN Revleon 2017 L.V. Thompson, Inn des Thompson Architectural Tony Cerlsbmmn Zachary R. PdW Looks Bowden IOMOPD17 1011012017 101172017 12/12=17 Approved Mdals Cumpeny(rAMCO) PE-74021 (334)300=1800 Coo": Final M(6.1.3!)2.48.Suir8a8Mup.. w.,raaam. WWMO",Com SneCals": Nceag Accessories that om on Integral PM of the Roodre 8yamm Complains Meatus: Ealuatim Report from a Fbrklm Registered Archood or a Lkermed Fkdda professional Enpir m goo Lasum d ABA AlawavedilwUlas how Fallon !era[ N,,,bw-H� lamikust Domedogon pp21k IR.i= oulad. i Bardmlm From- 2 TAMCA GPoasninh Vad 26 ga, D909a028 No Yes WA +00-62.5 Florida Department of Business & Professional Regulation Page I eft Building Codes and Standards 1172019 Product Approval Application Detail Coda: Entity or Data ord. two Pandlao oaf ML92 vessels Manufacturer contact Endineer&License. Validated BV Validated Submitted FBC AbjuroVe A9Broved it" RdAxkn 2077 Lomanco, Inc And —Coder James L. Buckner, P.E. Steven M. Udch, PE 041OW018 12M8/2017 04/15MIS 66/12/2018' Approved Category:' Rooting (501)982-8511 RE31242 (717)317-8454 SrbCategory: Rooting Accessories that am an ecadar�Pmanco:corn Integral Part ofthe Fouling System Compliancd Method:: Evaluation Repw from a Florida Regsteed At.hRact or Ltpenssd Florida PrPfsssional.Endirl Q.IIW Assurance Awrovdtdr115e Approved for Use: Imbadt Gesinn 30-9 Product Model. Number or: Name Product Deserlollon Conrad Expiration PAI Lmliya 0,huda HVHZ Resistant Pressure 1 Deck -Air''" DA•4 Lad Prowl., Polypropylene Plastic, RoorVcht 07/102021 No Yes No-97,5497.5 Meehanlculy Attached to Plywood Deck. U CU Cn OCD- ..r U O CU +J U 0^, W ^^'' W wMCU O _ O C O 21 O 0 � O .0 co E MU O 0 ICU -0 0 a- Florida Departrnent of Business & Professional Regulation Pape i d 1 Building Codes and Standards ballets Product Approval Application Detaa Fro Eray or lea fora pmepwdnm Rd& Item Ymao fdlmdrawat S90a End00 sliest VHdbd IN YMUM AWartlW FROAceravid Aeleaad dlmrW Revision 2017 ITW Buldeg Components Group Inn about Loate ICC Evaluation service, LLC woman M. Rented, PE OOMWA17 09r072017 091212017 Approved Category: Structural Companions (547) 016,6473 (407) 681-1917 goewo ay: Tnw Walm atevrU@Mpinallw.am CompYnp portend Evauation Report from a — Product EvatMga Ena11 E�.d Ckaft Assurance Approved for lie ADDNN dtWUn Jam )a HIM fabddF.gnbftd PSIIgaM 1 ITW SMApesH he SteegM8enP•S) Mew Connector Ptee 12132022 Yes Yes WA WA Carries Florida Departrnott of Business & Professional Regulation Building Codes and Standards Pasta I a 1 ta2ole O Product Approval Application Detail r� 17 tl1g8ffi I= taWm dgrmtelipp[ CaWest E riJ t V mWadBe YaIIdmW iWhmBIW MCAca al approletl Amble Revision 2017 MRek Industries, In. Category: Structural ClmlpOrhenn David Wort ICC Evaluation Soria, LLC ICC Evaluation Service, (314) 051-7490 LLC, 10f192017 10MM017 10222017 Approved Subcategory: Trues Pre in drred@m0.am (206) 599-NW Con*Ummr Wet Ealuahon Report ham a Pmdrel Evolution Err* Me— FLa21a74t$ Findings ME Guam Approved for Use Anomfid for Use In H"z OLftma Vireall Oman PABINUMPLInaM 1 M1g6Ns 18go. super high strength tow comector pits 011 IMM Yes Yes WA WA towth Create Cn Flores Department of Business & Professional Regulation Building Codes and Standards Pepe I of I Iamle O Product Approval Application Detail i' 113it147TA& 20E1WhLgr Ivor Ylalpp Jae am !� EaaeafW MAnorrig tars Aogrcyffi Awn /ram v, Revlslon 2017 Mesa Industries, inn Sbuduml Cnlgleneme DerM Wen ICC Evaluation Service, LLC KX. EveluWon Service, 861.7480 LLC. 10M9lA17 10M9f2077 10a2a017 ApprovedCabra ` V Subcategory: OraCatepay: Tea Plain Compliance VAN" Evaluation Report frown a dwor dweft@mN.cem (206) 89&se00 Product Evaluation Edy O PUY1974116 products L a product Whodoll. Number at Mom 8 I, MTZONB Duties Amearturce, product Deteriorates ConhidExommoob 20 p& high strength fie oomwdor plea OtA12023 Answered for Approved fro wa Y" Yu ffilJ�etiYtl; slum Di E WAA NfNIA A 0— smah.(iJdkmdm U) o 0 L Florida DepartmentOf Business & Professional Regulation Building ng Codes and Standards Page n o 1 5rarmz0 0— Product Approval Application Detail 'W'^ v! Corse TVde Version Manufacture Entity or Comaet Enameer&License Validated By Data Data tote Pendrna Validated Submitted FBC Aooroval Data Approved are- MCIO Revision 2017 Carpenter Co. Category! Structural Components Subcategory: Insulation Form Systems Compliance Method: Cenlwcetion Mark or Listing Tracy Lane Miami -Dade BCCO-CER Miamm-Dade 8CC0-VAL (863)687.9494 i786)315-2590 tracy lanegcorpemer.com 10/3W2018 10125/20W 1110112018 Approved W W S v gJl x L Se00 Product Mode Nranber or Nam Duality Assurance Approved for Use Anne—d for Uae Product Deeerimion Comraet Expiation Data in HVHZ Outside HVHZ moral Design- Resistant Presnure 1 EPS Insulation Expanded Polystyrene Block Type 04/112022 Yes Yes WA WA Z Z Q J Search CrltarIA Code Version: 2017 FL #: 14281 Application Type: ALL Product Manufacturer: ALL Category: ALL AppllcaElon Sfatus: ALL Subcategory: ALL Compliance Method: ALL Dunllty Assurance Entity Contract Expired: ALL Product Model, Nkan ben or Name: ALL Product Description: ALL Approved for use in HVHZ: ALL SHEET Approved for use outside HVHZ: ALL Impact Resistant: ALL Design Pressure: ALL Date From: ALL Data To: ALL PA 1.2- 4 RE