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Home My WebLink About39760 Harmon Grove Ct0 N O LO di 0 Of 0 0 Y m 0 — -- i — — _� �`P�� `-- L� — El El F171 D 171 11:11 F] 1:1 —11 F-71 [7] FEI F] FD--1 FE: 1:1 FE7 D 0 FE71 D E FF77 p E:CTT ❑ ❑ F171❑ FEME 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 ABBREVIATIONS SN1 DETAILS AB or A.B. Anchor Bolt ABV or Abv. Above AC or A/C Air -Conditioner ADJ or ADJ. Adjustable AFF or A. F.F. Above Finished Floor AHU or A.H.U. Air Handler Unit ALT orALT. Alternate BC Base Cabinet BF Bifold Door BK SH or Bk Sh BookShelf BLK or BLK. Block BLW or BLW. Below BM or Bm. Beam BOT or Bot. Bottom BP or B.P. Bypass (door) BRG or BRG. Bearing C Carpet CAB Cabinet CIR or Cir. Circle CJ or r C Control Joint CLG or Clg. Ceiling CMU Concrete r Tray C Unit CMU or Coff. Coffered or Tray Ceiling COL or Col. Column COMM or Comm. Community COMP or Comp. Compressor CONN or CONN. Connection CCont. Continuous or or C.. T. Ceramic Tile D or D. Dryer DB Door Bell DBL or Dbl. Double DCF Decorative Cementitious Finish DEC or Dec. Decorative DED or Ded. Dedicated (outlet) DIA or Dia. Diameter DISP or Disp. Disposal DIST or Dist. Distance DMF Decorative Masonry Finish DS or D.S. Drawer Stack DTL Detail DV or D.V. Dryer Vent DVP or D.V.P. Diverter Valve (plumbing) DW or D.W. Dishwasher EA or Ea. Each ELEC or Elec. Electrical ELEV or Elev. Elevation EQ Equal EW or E.W. Each Way EXP or Exp. Expansion EXT or Ext. Exterior FBC Florida Building Code FDN or Fdn. Foundation FG Fiberglass (Shower Pan) FIN Finished FIN FLR or FF or Fin. Fir. Finished Floor FIX or FXD Fixed FLR or Flr. Floor FLR SYS or Fir Sys Floor System FOM or F.O.M. Face Of Masonry FP or F.P. Fireplace FIR DR French Door FRT Front FT or Ft. Foot/ Feet FTG or Ftg. Footing FXD GL Fixed Glass GALV or Galv. Galvanized GC or G.C. General Contractor GFI or G.F.I. Ground Fault Interrupter GT or G.T. Girder Truss GYP BD or Gyp. Bd. Gypsum Board HB Hose Bibb HDR or Hdr. Header HGT or Hgt. Height HH or H.H. Hand Held (plumbing faucet) HS Horizontal HS Hard Surface (flooring) ILO In Lieu Of ILO or Insul. Insulation INT or Int. Interior Kor K/INall Knee KSS or or K.S.K.Knee Space LAUN or Laun. Laundry LLLavatory LF o or L.F.LLinear Ft. LL Lintel Length LT Laundry Tub MAS or Mas. Masonry MAX or Max Maximum MC Medicine Cabinet MFR or Mir. Manufacturer MGT Management (room) MIN or Min Minimum MIR or Mir. Mirror ML or M.L. Microlam MONO or Mono Monolithic MIN or MICRO or Micro. Microwave NTS or N.T.S. Not to Scale OE or O.E. Owner's Entry OPNG or Opn'g. Opening OPT or Opt. Optional PC Pull Chain PED or Ped. Pedestal PH Phone PKT or Pkt. Pocket (Door) PL or P.L. Parallam PLF Pounds per linear foot PLNT SHLF or Pit. Sh. Plant Shelf PLT HT or Pit. Ht. Plate Height PSF Pounds per square foot PT or P.T. Pressure Treated PIN or P.W. Pre -wire PWDR or Pwd. Powder Room RA or R/A or R.A. Return Air RAD or Rad. Radius RAG or Rag. Return Air Grill REC or Rec. Recessed RECEPT Receptacle�_- REF or Ref. Refrigerator REINF Reinforcing REQD or Req'd. Required RM or Rm. Room RIND or Rnd. Round RO or R.O. Rough Opening IRS, R/S, R/SH or R&S Rod and Shelf SD or SD. Smoke Detector SGD Sliding Glass Door SH or Sh. Shelves SHT Sheet SHWR or Shwr. Shower SL or S.L. Side Lights SPECS . SPECS. Specifications SPF or S.P.F. Spruce Pine Fir SQ or q SF or S.F. Square Foot (feet) SQ or or Square STO Storage SW S.W. Shear Wall SYP o or S.Y.P. Southern Yellow Pine TB Towel Bar TEMP or Temp. Tempered THIKN or Thik'n. Thicken TOB or T.O.B. Top of Block TOM or T.O.M. Top of Masonry TOP or T.O.P. Top of Plate TP Toilet Paper Holder TR Towel Ring TRANS WDW or Trans. Transom Window TYP or Typ. Typical UC or u.c. Under Counter UCL Under Cabinet Lighting UNO or U.N.O. Unless Noted Otherwise V or v. Valve (shower or tub/shower) VB Vanity Base VERT or Vert. Vertical VL orV.L. Versalam VTR orVTE Vent through Roof / Exterior W or w Washer W/ or w/ With WA or W.A. Wedge Anchor WC or W/C or W.C. Water Closet (toilet) WD or Wd Wood WDW HDR or WDVV. HDR. Window Header WH or W.H. Water Heater WIC or W.I.C. Walk-in Closet WM or W.M. Wall Mounted (plumbing fixture) WP Water Proofing) WS Water Softener WWF Welded Wire Fabric (Mesh) S3 DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES PLAN REVISIONS MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES DATE VERSION DESCRIPTION THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID 08-20-15 1.0 NEW BASE PLAN 14X �� 12-8-15 2.0 ADDED VAULT. CLG . CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS, SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. 12-28-17 3.0 2017 FB UPDATES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. 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. 08-27-19 4.1 ENG. REVIEW FOR 150—C MPH 09-20-19 4.2 ADD 8'-8" ELEV. FOR TR EVESTA 12-12-19 4.3 ELEV. B EXTEND ENTRY SLAB 1�� 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. ANC�N�� ^ ^ 941 tt< K € M . _ V1 » R CIT`� ` . "" �1�. p1 OWAI C � •pax � O� :�' �� FL O X.- fop SSJ.' To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H 4 E �3 w 122 �2N# M£04 0 0) ICI-1 ICU: 5c,'n it Co LL W N rn r -0LL M u �i Uj W (n Z Z f°�v z 0M 4 � j Co mmm W 05 CP' ¢oa Z IL co 0 N M Z OU Ln U< 0 Z ❑❑❑ W M � z N M o g z � N z o � — E3 V I N N z (1) 0 0 0 4-1 w U 0 N N c .) U _ E $ of .mac zi✓.. U 'o N c U ° ®ID o U ¢ w z co M J w o � ¢ � LL Q E E ® zo oo zo ¢w Z© aZ' — CL U oa O E ON H E o p az w N O m ¢ W Cl) w 80 Qo 3 =k I X ¢oz CD< t0 za a F o3 �M .s = L+ m @ W \ (6 0 / O U d7 r C U > o 1 /O� ri/ Co a: E O T— O) d' .� = N E M o 1= z c � r E Q v; in z c o U Q p � JOB NO : 20-6227 SCALE : AS NOTED SHEET NO. C S LI O TYP @ 1 STORY 43) A S3 X OWNER'S SUITE lB - _- 8'-0" CLG. co i CARPET YFE i-00 TI I :l "'11 -- 60"x36" N SHOWE S3 1 (3) 2x4 #2 SPF w/ FIBERGL SS DTT2Z @ BASE URROU D 5'-11 z I I I 1 a'-n" ~I C7 I 2:12 VAULTED CLG. io I I I I I I FAMILY RM 9'-4" CLG. CARPET 23'-8" 65'-0" 5-SHR&S ----------- ° 6" DPr R.A.G. 11 W.I.C. 8'-0" CLG.T� ' CARPET I ICa I 7-8" 2668 I HANSON I BOX @ 36" A.F.F. DRYER VENT THRU ROOF-, iC7 R&S 4'-0" 1 V-78 1 6'-10" Fv 4 7 8. 8 iv I 1 I 5068 B.F. OPT. I I ------- ------ RE -- F.I- ---------- - rt BEDROOM 2 PATIO CAFE F------------] _ - - - o I .. 8'-0" CLG. VAULT CLG �' ~ o o CO I CARPET i D.W.IOO �10 c6 CARPET r Q _j3L _ 11 - J 18 .3 O 00 to I N> U SI K w/ DISP -- LO i' 21'-2 L. 2'-2" J 2' " 10'4" �TILE _ J 00N4NT UY wAT CLG. ,n= AC PAD i� ----- -- ---i3 5-SH T i I O O 16" DEEP 25-SH H B EGRESS O 29'-8" BUILDER TO CO PROVIDE W.H. �' APPLIANCE 01 PROTECTION WHEN REQUIRED PER FBC 2 CAR GARAGE 8'-0" CLG. . 20'-0< '-EDGE OF SLAB 2" BEYOND WALL K DS3 I 11 I I 11 I I 1 1 I I I X �O- II a (A L --S K 33 (3) 2x4 #2 SPF w/ DTT2Z @ BASE - lit �1----------- I I I I) I I I I I II I 0O O I o II Q I a I 0 I it X I co I I I II NOTE: FINISHED WALLS TO BE FLUSH. VERIFY IN I I FIELD. E cc S3 1�S3� G.T. _ V-7 3" V-4„ 1 K TYP @ S4 GARAGE OPENING •; ♦ ENTRY : 1 HDR AT •.: •.: II 1.' B.F. II 80M BEDROOM ' r , 1 •r 1 CARPET CAIPET ♦ 25-SH EGRESS A 33 O C'? w MO O TYP @ 1 STORY A S3 is 9 HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 J X 25 4 S.H. 13 20X38j 18JX37i S.H. 14 20 X 50 j 18 j X 50 S.H. 15 20 X 63 18 4 X 62 j S.H. 16 20X72 18JX71j S.H. 1 H2 27 1/4 X 26 26 X 25 S.H. 1 H3 27 114 X 38 26 x 371 S.H. 11-14 27JX50i 26x50 S.H. 1 H5 27 J X 63 26 X 62 1/2 S.H. 11-16 274X72 26X711/2 S.H. 22 371 X 26 36 J X 25 1/2 S.H. 23 37 1 X 38 36 j X 37 3/4 S.H. 24 37 j X 50 36 j X 50 S.H. 25 37 J X 63 36 4 X 62 1/2 S.H. 26 37jX72 364X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 j WIDE S.H. 32 54 X 26 52 4 X 25 i S.H. 33 54 X 38 j 52 J X 37 i S.H. 34 54 X 50 j 52 J X 50 S.H. 35 54 X 63 52 4 X 62 i S.H. 36 54 X 72 52 4 X 71 j 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 fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" OA +29.7 / -30.8 0 +29.7 / -39.2 © +28.3 / -30.8 �D +28.3 / -36.4 OE +26.6 / -28.0 OF +26.6 / -32.2 SEE SN SHEET O SEE SN SHEET '� 40 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +34.0 / -44.8 WALL LEGEND 11111111111 MASONRY HGT. @ 8'-0" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 11131" (TRB) 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 FRONT ENTRY 24 TOTAL AREA 2376 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED FLOOR PLAN ELEV-B1 EXT FRAME 2 x 6 R-1KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED SCALE: %4"=1 r-0" (GARAGE / LIVING) its„?9ald�i;•iE71®rrsr � .. J e ••. F � o �, e•°� 0"_ O 3 r 1 11gy. To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W l- Q C40 EE OD 8 N N r- O V O �p w N m m O y J 'a ai U- J a rn r LL M M N Q aj W ��ii a a O Z m e O K Y�o� m 0 W m o rn00 W rn J o a Z .jLL O N M U O J a z Q ov ❑❑❑ LU O CDM� z N 0 00 00 z�N O z o � J Q N r` N m z 0 0 u +1 C/:) F w a U O �V) g LULn U) ws v J E N O o w M M z � Z =a �0 �o Q� �E OU sLL z Ze ❑Co K OU &Q OU oQ O M CV W z o QZ w z ¢ L Y m� z° , m Q W ZZ 5u 1 a z =3 (DCD O0 CC) v w ¢ a o� Uri M Q) L 1= f6 ■ _ 0 O U 0') N r C > o 0 n1 s 0 (O W m c I� E r � N c� p r N r 0 r � .. E .2 cc Z E2 c � a E .. U _ j ili cc ¢ p c JOB NO: 20-6227 SCALE : AS NOTED SHEET NO. 1 KITCHEN ISLAND KITCHEN OWNER'S BATH NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS VARIES, 2" LESS THAN CABINETS BELOW MIRROR DOUBLE SHWR. SHWR.. CURTAIN HEAD RODS VARIES / ROD lit'� z 24" TOWEL BAR TOWEL BAR IN a w ON WALL ABOVE TUB OR SHWR. Q TOILET TOWEL BAR a / ON BATHROOM WALL MEDICINE _ SHWR. a 0 CABINET 00 I _ VALVES _ = o TOILET CO 0o SOAP PAPER CO o DISH _j 0 0 HOLDER r N- O~ O0~ -1 `t U_ U_z o t M O > N > CM Lj - t - 1 `�' c� i M M N FIN. FLR. BATHROOMS, SHOWERS AND TUBS SINGLE ROD CLOSETS / LAUNDRY KITCHEN M N. 0 in I MIRROR BATH 2 OWNER'S BATH INTERIOR ELEVATIONS. 42" H UPPER CABINETS 36" H UPPER CABINETS --- 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS -- OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT BRACKET 0 36" H BASE FINISHED CABINETS- 0 COUNTER TOP 30 H BASE 0 00 LL F H^ L LL __7j C° O 2x L? 0° FRAMING r �-- M CO 1 /2" GYP C? BOARD — r FIN. FLR. 2x P.T. SHELVING CABINETS - ISLAND COUNTER � O N N FIN. FLR. CABINET BLOCKING BLOCKING AND MOUNTING DETAILS ,' d1b3tf'6d�y�p F L. .. To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. NcopE Q co U � N # ®91 H d1 a, J. Ltl T � LL LL rl M M W VJ V Uj c�O LL u_ a- a �d 6 Z m c c of O L 0 m O m, �'y Cfl m � W LL Z �°'°i J o rz 0 Nz M U N Q OU Z 000 i W V M L2 z N M � O z z o � J 0 13 M a A4-1 0 o LL Cn W � U O V)�� VIM w a w. U C6 W _ E $ l� .. U Y W N O! jENNii ti o co JZ 60 M c J J N ¢ p Z a L c Q G E o wo o o wz ZR a Z® ❑a cc H� Q. o N �< az '0 o< aZ <omo U N oLL z (n a: m Q W oM Zz goONE Q a U ap Fr C> O J Z Q Y F W0 } 0 to _� Ia o� U sM = > d- L > 0 .— o O Q ' O U n, 0 �U_ v (�- W 00 E o d- r N co I LO C r O rn T M o E z c E Q z r d U J Q J JOB NO: 20-6227 SCALE : AS NOTED SHEET NO. 2 A r"'. I I I II 1 .0 M HEEL T.O.M. — — HDR HGT. — — TEXTURED CEMENTICIOUS FINISH ON C.M.U: (TYP. ) 12 5� 8"x8" SMOOTH TEXTURES CORBELS 1" x 9" SMOOTH TEXTURED 12 FREEZE BAND -�� 5 12 ;�5 14'-0" RIDGE VENT 12 5 12 :!�5 u u = 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS - 1' 0" ------------------------------- -- - -1/- --- L-'V i El EEl E [71 7E:1 El F �,,F=_IEILILIOLIL] FRONT ELEVATION - B1 12 �5 T-0" RIDGE VENT 12 �5 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. HDR HGT. TEXTURED _ CEMENTICIOUS 00 FINISH ON C.M.U. zo (TYP. ) --------------------- F.FL. LEFT ELEVATION - B1, SCALE: 1l4"=1'0'. N. 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. ; 1 aVI8t9id/fltt!'rr� ti•' Ld• � � , �rJ, r FIL f ez. °•.,,.••° '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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. F w E r- O N N # 0 (0 m N J ak W fA cn a u- a. LL M Q Qj (h W In a a� 0y Z JLLu- : C) o �6 =°o� a m o C � m Z LL co o rn¢ 2 co a co N Z = 0 y O a cn Q U J ❑ 4 2 (D19211 N M O Q Q J — t` M QJ (9 0 `� a--' � LU ® '�• U O �N U o O amp U LU _ E L O zl� �i U ) m C � Y 0 � � W M M z O ZZZ Q ,J E $o 0 >o ¢� � E o W z ¢=O z0 o a (a C1 — X U aQ U K 0 O 0 oI to o E O B �z O az ate+ L _ Q Z Y N 10 1- � J m c�� Q W �m z t/) a Q 3 F Si z g° �w on o� �3 �O CDw� V co za a1 83 =M 0 = m > @ W \ / m 0 .� 0 0') N Q > O 0 U m (0 o E O 'Cr T M N T (TM— T O r(_0 O)) r E T C7 0 1= 'c � r z z = E Q E iD m` = a v Q o JOB NO: 20-6227 SCALE : AS NOTED SHEET NO. 3.1 - I I. .I I,. 1 1' n p I. 1111 RII t:1l l v IPI 11.,".I1'. li' II 1 IF 1 11111 1 1 1 I 1 1 T.O.M. — — — I'-0" a: ac 12 5� 12 Z�5 EXTENDED OVERHANG TO BE CENTERED ON DOOR REAR ELEVATION - B1. 14'-0" RIDGE VENT 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. 1" x 9" SMOOTH—� TEXTURED 12 FREEZE BAND 5� T-0" RIDGE VENT 8"x8" SMOOTH 12 _ TEXTURES CORBELS 5� �- —�— 12 V-- -- ��- 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. -- - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - op 01 TEXTURED CEMENTICIOUS TEXTURED FINISH ON C.M.U. 2'-0' O CEMENTICIOUS (TYP.) p FINISH ON C.M.U. (TYP. ) F.FL. +3" SMOOTH TEXTURED BAND RIGHT ELEVATION - B1 SCALE: 1 /4"=1 r-0" 11 I l l� O 1W 0 f'••SE •� . ;" V n '� •. F L ,. �R0FES5�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 A 00 p co O N C CJ N it (0 N -'� LL r- "O LL LL p, LL u- M Qj W_ rn �"�` zap 0Zo Z�°' W .-. Ca O m O o rn W LL Z 0)o o N N coZ ¢ O W O U ❑�❑ M Z N M O Z O J — r Z �O 0 o � 4-1 cn w a OL.0 g w. �N U) w J f _ EEo L I U it✓ U O O � Y Q sm CO J W 1Z co coo J zz Z 41 L.L. c6 E E m z ? <> >o <s Z� CU I— CL X O =U U Q E 0 a% t a p QZ Qo WW r ra CO c U m 0 o 0, Z Z 0 Q W Z fn Fm o< Z go �w �j <o ?� o Jz w� C:)a= <T za r- °3 �M 0 = >� L \ / c� O .— C:)U 0) N T_ ' O C:)C U m o ... E a d. r- '� M o O . = N r- �r- E O � M o CU Z r E O �; �' z m c Ects U J ai Q 0 c J JOB NO: 20-6227 SCALE : AS NOTED SHEET NO. 3.2 3 OO OT c a> S 0 M 0 J N CND I C3 S m O Qi S Q1 0 15 N cD I O v i Q� c 3 Q N N a F� E O 0 9 LZ 0 0 U A) -o rz a. c O U J LZ 0 No W Wo ai 0 0 a 2" 1" c.� _ N 2" N 0 1^ VARIES *NOTE: FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES BUILT W/ STUCCO. EDGE OF OPENING 2" 2"j 1'-10" = ^� iv 12' CAP 1" RADIUS 3 1/2" RADIUS 1/2 RADIUS 3/4" RADIUS 4 1 -54" Mla 1/2" RADIUS--1" 1" 4" VARIES VARIES �� Mla �;I� SIN CAP N Qo 1" 1" 1" 1'-0" 1,4, 0 21„ 2 z VARIES VARIES T-IN 1'-4" 1„ 1 1/2" RADIUS r 4�� 1„ 3" 34 4 M v ZO �Ta 4 42 N r� N 3" 4 MIV �I7 VARIES ,,, 2 1z" ,,, z SIN M 32 11" 3z 2 1/2" RADIUS BASE _ - LO �- CO � N BASE 3„ 4 / N I I 1 z„ *NOTE: VARIES 8" 2" 3„ FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE BUILT W/ STUCCO. OPENING VARIES 2„ EDGE OF OPENING 2"N 6 1'-6" 1" 1'-4" 1" r-� 24 • in 1-1/2" THICK 1-1/2" THICK ' rM O i (V 101, 2," 4 _ Id' - � 10" _ N IN 3„ 4 2 / N 2" 4„ 3„ 6" 2„ 2„ iv IL j Cl) > -IN M 1-1/2" THICK 32" 214 _ Ch 2'-4" -IN ao a,, 1" 1, 4„ 3„ 12" N _ 51„ 4 VARIES VARIES 2 w Q �M I i 2z' • VARIES VARIES N C14.. I CO Rs Fo00 �— "2- ^M 32 �ti 03n �ry � � ,, 41„ 2 4 Me's QR' KEYSTONE F11 b OPTIONAL TGARAGE DR. OPENING 4" KEYSTONE F11 00 t`:7 OPTIONAL 3„ 3„ 3 4 4" WINDOW OPENING 4" 4" NOTE: • INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 6" 4" CV CV � R447„ d. 2 VARIES f2" co 1 " NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 3'-8" 4" 3'-0" 4" 10„ V-4„ 10„ 14, 1,_64, 14, o 1z, 54„ 1,_12„ 53" 7 N iv N o CD i EM CV o0 R T- 'Qy,, 2 CV� _ r� - GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH O c'V O N LO O O 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. W O V U O OOEM N N# 0 W N O J J LL M LL a 6 �N �4 C: cN') ii liJ a a J _ 0,0 Oi L o = N Nan O m i W r0 ¢ n� 0 'k z ?44x Co N O N co Q ly p f/) V O W Ov ❑❑❑ N M 0 8, Z ¢N Z o Q J �- W N M z u- 0 o �Ln L1J � O L.0 o C w U) uva f— C w E of S � � v o Q Milo N 44f o w M m o Z 'l Q E o E w� oo zo aR Zo u� I— xxCU � &a O� o< IILCN L �o ¢❑ a W� (� W _ C 0 O y m 0 O 0, Z n Q W O � J zo J U Ci U tY �p Z N W �Z o w 'o C:)a CD Z5 = 0 > ' nL, m @ W \\ / N 0 I Mill O C) Y O n CL ^, O rr0�� V W m C r E N mt r co p rc-0 � T- M o E 'c z Ev n U a3 Q p c JOB NO: 20-6227 SCALE : AS NOTED SHEET NO. F 1 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 200A INDOOR PANEL CENTER MAIN 0 200 amp 150 amp POWER CO. FEED---_ INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94— NEMA t 200 AMP copper to lights & outlets copper to 20 amp cos .2 copper to WH -3 copper to Dryer or 4/0 SER AN 4 Bare Cu Ground CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 44" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required 'by the 2014 NEC. 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2014 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER WP WEATHERPROOF DUPLEX OUTLET 0GFI 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 24 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE +FC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN �O EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) Pl3 PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CO CARBON MONOXIDE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ]M ELECTRIC METER a ELECTRIC PANEL _ DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN G J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G r J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT S. G OWNER'S SW� ITE T 2 / ROUGH -IN FOR / OPT. CLG. FAN/ LIGHT PRE -WIRE u RECEPT. FOR ALARM SYSTEM ----- -----� I -� -- -- - - W. I . C . I I I i I 1 FAMILY RM l% / G J ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PRE -WIRE I PA IO CAFE ,�� GFI i i \ / Ii 'PENDANT AS PER SPECS i / to i AC PAD WID H.B. GFI DISC. SINK W1 DISP\ DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS U.C. OUTLET FOR DW U.C. OUTLET i Jlr ll VERIFY METER LOCATION WITH BUILDER H.B. IRRIGATION _ _ _ _ VERIFY LOCATION GFI @ 44" A.F.F. W H ELECTRICAL PANEL I O I I I I 2 CAR GARAGE I I GFI FOR GAR. DOOh GFI GFI @ 44" A.F.F. I I _ I I 11 I / I I I I +- L--_----__—_— GFI @ 44" A.F.F. ELECTRICAL PLAN - ELEV-B1 SCALE: %4"=1'-0" 0 fV O N 0 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 - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N W !- Q g 8 00 ` � V 0 N N C: .5 0) 'o LL * N to tor-_-0 _j w LL LL a Q N N 33 J L LL 3 z a uj Z m�'- C)x m o w 7 t6 N CO M m O In m � Q 0 a IL 2 Z U 0O J Z N OU ❑❑❑ W N (h O O O z m N z o J — QE3�. to N z c� o 0 4-1 w Q r_u g cos Ln N Ln U W — E ml U o N c to m Q ® 0 No I� o w M co z Z o 5 z 'L_ to E wz oo Z o <� Q ® w? Z0 ad � to y o< "° ft O E o �� = <o <om� aZ ofw � cn C C:U w o o l Z ' Y Z ZW __ J m cam �m w 3 Q 3 ' o� Z Z g �w ° U w� <3 aZ = 3 3:=5 o wF Z xo �U3 0 ACM = m ^L1 m @ W \ to cD / C)C T oo� C > O C:) i2 V � C'3 CD W/� m c I� E qt T N t:Q C 5 .� = CV r (ro r� O rn r- E C'7 0 E z c � r E Q �; z U J Q J JOB NO: 20-6227 SCALE : AS NOTED SHEET NO. 4 01 q � L To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W Q EE m �np 0- Yo U N N # l�ti ® n W LJL 3 d1 N J W QyM(N LL ' to C' LL LL y d d Z O m c v O 0 o M OLL O W U) I O coZ U W N Q U ❑❑❑ V M � z N cn O 0 z W NN O G� V J � t1) N (7 z (D o LL 4--1 Ca cn LLI ° U 0 N LU o c w& U Earm LU mi ! _ y C) m U) ® o N Q 4 i- O O - w co cop w z 2 G LL- ca zo oo yN <� 0 Eca ? ze oa ♦— t13 x OQ 00 0 �0r o E O a> az ao aZ J v C a❑ s mm m0 z� J ¢w �z N Q � o� ¢0 a ww U oLL O �z ¢ r r3 =r O � o� ZI¢ '0 a o~ U ° M DC CU > CU 0 '�—y � C)L.L U O) (1) r .-� C' C) CL A \ p �✓ \L f~ r co p O N =CD r 2 O rn r ui w O� rn M o E E � z E Q `� C d E U Q JOB NO : 20-6227 SCALE : AS NOTED SHEET NO. 5 C C d NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB 55-10" V-7" 7'-7" UPPER 1/3 OF SLAB THICKNESS WHERE 3" OR FIBERMESH SHOWN ON 1'-6" 5' 7$' 6'-4$" 6'-0" 6'-O" 6'-0" 6'-0" 6'-0" 5'-2s' 7'-15' 1'-4" REINF. SEE PLAN. FOUNDATION PLAN TYP @ 1 STORY 3'-0" w z U.N.O. —`_ _� N n A S3 H.B. o0 -----------f— --- -: ° -- ° ---------r: — -- BUILDER TO �— -------� - (2) #5 REBAR 4'-0" 12'-1" W.H. PROVIDE VERTICALS w/ in APPLIANCE FILLED CELL O ; ; :: I ; : PROTECTION 0' 0" I I WHEN REQUIRED I ■ I :' PER FBC 35 3-1/2" MIN 3000 PSI CONC. iv N I SLAB FOR HERNANDO -h _I I I ; K J ;r, COUNTY ONLY " I S3 S3 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 MIL VISQUEEN 2 -7a" 4'-9" 4'-10" VAPOR BARRIER EDGE OF SLAB 2" r A.■ I _Cj::-GJ I • (; BEYOND WALL CJ I C t_T_ r? 5'-3" V-10" 3'-6" : : .' 0) (2) #5 REBAR VERTICALS w/ In pomiCo I I r :: OPT. D _3 1/2 c� FILLED CELL 2'-6"x2'-6"X1'-0" FTG G : o SLOPE W/ (3) #5 E.W. S3 �._ _._ .� �T 3'-5" 7'-1" I F_ 2'-6" x Z-6" x 1'-0" (2) #5 REBAR I �? AHU I I VERTICALS w/ in W/ (3) #5'S E.W.17 TYP @ 1 STORY U.N.O. N CC S3 FILLED CELL I - r S3 , •/ CJ/•%/... — — — — -�- — — .. ......... I. ......... �d o o0 25'-1 D128" ...... / ! / 9'-5128 ■ Av j / 2'-6"x2'-6"X1'-0" FTG 5'-3" / / W/ (3) #5 E.W. I 4' I L r (2) #5 REBAR INDICATES FILLED CELL w! 3000 PSI CONC. GROUT FROM FT. TO BEAM / / / / / / / PROVIDE Y2" x 9" LO RECESS FOR FRT. POOR SLOPE � I S3 � VERTICALS w/ in W/ (1) #5 REBAR VERT ABOVE SLAB / / / / HVAC CHASE TOP OF CONC./ PAVER T BE 4° 4'-0" 4'-4" 4'-6" FILLED CELL TYP @ ALL PLACES SHOWN / % / / BASED ON 0'-0" BELOW FIN, FLR, ■ ■ ■ ■ ■ HOOKED FTG. DOWELS 5" EMBED I / i LOCATION I • '' ...... W/ 25" EXT. ABOVE SLAB "GRADE 40 / i / :::::::::::::::::.. ::: .:::::::.. STEEL" /i/ -----,-----� 16'-10" 12'-10" o 4'-0" STEPS AS / / Y2 I 10'-10PR-' REQUIRED PER FIELD I FOR SGD. REFER TO / i MASON'S SLOPE FOR / KITCHEN ISLAND LOW WALLS OPT. ; 4 I CONDITIONS WIDTH / i / CJ -- -� CJ REF. ICJ- C� CJ-! ■ ■ /� - - �_— - - - - - — _ - - - - - — �—�= — - —I— ---- —fE=-- - ----- - --_ ---=-- �— __ - -�—_ CHASE TO ISLAND ° 1 I I TYP 1 @ STORY U.N.O. IF—----=- D.W. a_ I b— , 1 J ... { O I L L.-----�I j I : ; j M S3 10 d LO LO /i/ I i / _ _aI SINK / DISP31/21, 1 / 16'-0" 2, 94„ 6'-10" (C 01 ■ / {It in Cl)0� -----------I---- --- —i----------- i .---------i-- —---------------j ■ .......... ■ ■ ■ ■ ...... ■ ■ , ■ ■ ■ • ■ ■ ■ ■ ■ H.B+ 1 5'-0" 5'-0" TYP @ 1 STORY U.N.O. A S3 3'-10" L 6'-0" R -101, �_ 2'-1 �„ 5'-1164" 5'-0" FOUNDATION PLAN MONO - ELEV-B1 SCALE: %4"=1'-0" 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" ;4, p l ...„ V 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 E to00 oo v � rO s y 4 0 0, N J ik ' .0 YI u- J d Vi r '_0LL QajMM W W m�ii a a Z J Z 0 me0,11 0 0: @�co � m m m Z ILa co N Z o U) Cl) U 0 z N ¢ 00El El � N O z o z o Q J — n- ifJ N N o z cD o Q) ,yam 'JL� • 4-1 a w R 0 V) �N ,,,) g wa U w �_ J pE � 8 o 1....,• xl✓ U o c U) Y N O ®0 o M w C13 z o z E w� oo � zo <� Q E o q= O z® M 03 _ClO O E X a 00 W Z O ([j i Q i ¢a° W 4? n3 U) C 9� � o m i oLL '< Cn J < Z8 Nw N Q >•. o1 z 3 NW O < >° CjD z¢ a O° 3 M = '� L .— o ) O O C O O L V ^, O 0 {. C° W r*,- E N �' T M p M 7- N r TO r(0- rn r m M o Ca r v; z Z E O d E U 0 ¢ JOB NO: 20-6227 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 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 112" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H HTT4 3610 3105 5/8" ANCH. /(18) 10dx1-1/2 HTT4 4215 5/8" ANCH. /(18) 10d x1-1/2 J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L HD5B * 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5350 - 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 10140 --- 4 - 7/8" DIA. BOLTS N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8-10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 990 860 14 - 10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 990 860 14 - 10d x 1 1/2" MTW20 1195 1 1005 14-10d x 1-1/2" U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET' EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V LGT2 2030 1750 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1550 1550 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8- 10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 1 590 555 12-10d x 1 1/2" HHCP2 680 570 1 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS, ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 10-17.19 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (A) OR 2 PLY ;ARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW, FASTEN TOP CHORDS OF EACH (8) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (-). (B INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR PLY ARRIER� (A) 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 (2) - 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. SEE SHEET D-1 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-B1 SCALE: %4"=V-0" IRV vv/v . j ."� iv . I��-• .J fir} °•.• Lo •• 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� v W a 0' E O e q8 � N 1 ` � J N it in ® 7 � N rn��2 N M M 5 J W LL U. C- N WLu ° V M LLi iL 52 a x Z 6C: OiY F Ix °O r 7 2N(O m O m m Z 6, LL o 2 0) rn .0 N O Lo Z CL p0 OF Z N M O U U I W z 0 z � z oGia Q v, n cNn N z ti 4-1 W u 0 N � [, W o Wy N r v C W J L N O U) ® � N m 4m o C W Mzo z J L.L E O V � zo oo � rN aR ze oa (6 ¢FZ. g0 00 O� XU CV f0 H d z ¢ o Wo ¢ d z r L U:) C _ C ❑ Y m O O z� QI m Q W N SZ yS o� 5� m w ao o, r- �3 � a a �3 AM 0 C = > 1✓ cc 0 '— o O O '� ' o O m � � � o E o d- T N O7 Mt ,_ r N T a' I O r(10- � T T �� M o E Ca z c :3T E O N �' z m 12 U q p JOB NO: 20-6227 SCALE : AS NOTED SHEET NO. 7 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. g. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12, Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load . 0 Safe vertical load Safe horizontal load — GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE—CRETE, QUALITY, LOTTS i FORM & GROUT SOLID a. - o W /5 BAR CONT. 81`12-1 B/1 T O 'V LINTEL DETAIL SCALE = N.T.S. sms TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 8F16— B/1T E- a 10 tNOMINAL. L QUANTITY OF WIDTH #5 REBAR AT TOP NOMINA HEIGHT #5 REBAR MIN..(1)REQ'D (1) CLEAR ALTERNATE POWERS STEEL LINTEL -4 a O a #5 REBAR AT TOP 2 O a a M.U. w a° MIN. (1)REQ'D ° Q 1-1/2" CLEAR x Q a Z D ZD ° GROUT ° Q r J o a ° a C.M.U. ° 5 REBAR AT = N Cn w d ° BOTTOM OF to Z w w w 0 a) o "'W-BOTTOM LINTEL CAVITY '- ui Ir 0 1 /n1 REINFORCING PROVIDED IN o 0 z Q C7 CO o w u D Q D 7-5/8"ACTUAL LINTEL Z 4 Q 3 m 80 • d° °, �° #5 REBAR AT BOTTC AS INDICATED 8"NOMINAL WIDTH (VARIES) rq � a a MATERIALS c—precasflintels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF ASMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications O O 4'-6" LL 4'-6" LL O 5'-10" LL LINTEL PLAN - ELEV-B1 SCALE: %4"=1'-0" x I-�! •• < f/ V�� N t i r a L0 rf��r ¢I�:tto'l' Ilg To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W of v 00 O �} 8 N2 (O N i# �q 0 � J N N m V � N M � J Lu (nNN� v; u_ 0. QN m O W N @LLu: aaLu J o y $ Z O Z mcM, OWl- c r o m O 'M N m m 'Z C Z it m N Cl) U 0 ZLL N 1- J Q OU ❑OO W v M Z N (n — o z Zo Z o J _ r M Z o 0 v �N LL cn w ° V g O— c� w o C w �✓ w � — J E C Q o N �� W z M M Z —_ E zo o � > o 14E Q Q W zp oa w0 F (R O E Ro r¢ a �a O< z Z C14 CD<o 0,a ¢ J L (0 0 Y N O O Z Z (n Q W z U) N0M F a Jz J o o wF }o a? °zla o 3 > U O C) T O m C CD V/ E N r ca 0 07 .T� = C\V r IO r(_0_ rn ,- ai T C3� °-) CM o E ra •c z E O E a U ° ¢ p JOB NO: 20-6227 SCALE : AS NOTED SHEET NO. 8 �._ J-_ I I I I _'._1 1_.. II n.. I'!111 IIII.III ... ■1 - I '! ! 11 !r '1 11 II' ;.I I NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST 2003 CHROMATED COPPER ARSENATE CCA-C WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL C ( ) CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1.OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAID) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1. 3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th 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 TR11-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6, FLORIDA BUILDING CODE (FBC) 6th ed. (2017) AND FLORIDA BUILDING CODE 6th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 100 3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD : 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/0 LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2. 3. 3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ed. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 y„ GROUT FILLED MASONRY: 1 4. 1. 7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4. 2. 1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-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) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB, FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4. 3. 2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 4. 3. 3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. 4. 3. 5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE'IS" 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 718" 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'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4. 5. 8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1, MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4. 7. 5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4. 7. 6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN, 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE, 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ed. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/s rinkler 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 infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC-R R318.1.5 - C,7ncrete overpy and mortar along the foundation perimeter must be removed be ore exterior sol treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 5-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V = 140 MPH) TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" 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 %". 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. -pik3^`�'jjj � pr��° • D �e bb "•, F L a •. ...°, Ile 0,P 5 S 10 \\ � I I I I I'tIi,0II To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. F Q E co 122 �8 0 �N# N J Iva co t.0 W o aa� i9-0 13 Z0 z0 m��' = ~ m G 1 2N ,o m mM [¢Oq �W Z L (0'io0 1 0 n mz a0 N OU ❑C7❑ W M � (DIS 7 Z N m o g N z o� Q J116 n 11 U0 M Z a C9 0 4 P6 g ,.,FE In V O to N c Z:3 .) U � E L U o ■ c ® 0 00 N IM o MZ w M o � LL. E Q Z® CCf g 018 00 O E CDgo z <om0Z az Ww �� . r0 U W U N 0 ° , Z J m Q W v) a a z �° U cl o� 2 TO__ > T ? gLL � o �w w< s� ° >° aF °U .0 C10 n� ui m 2 W \ / ra (D U � T > 0 m O O E04 In (0 LO y f ci a M o E m c z E0 2 CU m a U _j 6In -a Q p c JOB NO : 20-6227 SCALE : AS NOTED SHEET NO. IS CORNER OF HOME GARAGE SIDE ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE CJ, J 15/32" CDX PLYWOOD OR 7/16" OSB RIDGE LINE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0,280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAYBE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +++ +++ + + + + +++ +++ + + + + + + + + + + + + + + + + + + + + + + + ++ +++ ++++++++ + Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 60 2.0 wood panels 2x _ + 5/8" or 3/4" wood panel 90 2.0 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking ° 1/8" gap ° k � 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x : CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING %" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building a__0 code for appropriate 1/16" details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side 11 101-0 at bearing. TANK -LESS W/H 5'-0" STUB -OUT FOR GAS METER 0 O H C G 0 O O a � O 0 9 ' o �• U 0 • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 1U-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOE NAILS 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 Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" N Od1 nails at 6" mc. Provide adequate bearing for each lapped joist. 10d nails SECTION INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (see table below) (KNOCKOUT EXEMPTS) D (see table below) DO NOT cut, notch or drill flanges FILL CELL 07 w CONT. #5 > STD. 900 BAR I HOOK STD. 90' HOOK BOND BEAM I SIMPSON MGT w/ (22)10d NAILS TYP. GIRDER TRUSS CONT. #5 BAR 2X TOP PLATE #5 CONT. 5/81 THRU BOLT BOLT FROM ltl`f' FOUNDATION TO HIGHEST BOND BEAM STEP 1 BOND BEAM SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. } Small gap 2 min. 2" max. � 4 max. Q Clinch nails when possible Tight fit I L� 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate ® BCI5000s 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d -8d BCI 6000s® BCI6500s® 9-1/2' 11-718" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC190s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 16-16d 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%2' ROUND HOLE MAY 6r, 6„ DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1�" 8 1'-0" V-1" V-2" V-2" V-3" 1'-3" 1'-7" 1'-11" 2'4" 2'-9" 3'-2" 3'_7' rAny 16" joist _ _�_ 12 V-0" 1'-1" 1'-2" V_2" 1'-3" 1'-9" 2'-4" 2'-11" 3'-7" 4'-2- 4'-9" 5'-4" Span (ft)--� 16 1'-0" V-1" 1'-2" V-2" V-7" 2'-5" 3'-2" 3'-10" 4'-9" 5'-7" 6'-4" 7'-2" 20 V-0" V-1" V-2" V-2" 2'-0" 3,4" 4'-0" 4'-10" 5'-11" W-1 T" 7'-11" 8'-11" 24 V-0" 1'-1 " V-2" V-3" 2'-5" 3'-7" 4'-9" 5'-10" 7'-2" 8'-4" 9'-�6" 10'-9" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1Y" 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. I.0 SIMPS( w/ (22) - NAILS 1 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION Joist kJoist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S Backer block (12" wide min.) Nail with 10-10d nails. '--,Install tight to top flange. Joist hanger \ - 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 stiffneras 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 I V o depth o� I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEMS e SEE PLAN FOR : Q• FOUNDATION INFO " G STEM FOUNDATION F-GRADE REINF. SEE PLAN tvu unHar 4 rv� SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @a MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. '�0 LOCATION OF ' SECOND H10A SIMPSON H10A ° ' (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE I"flnr TI/1 A 1 TI 1 M 1 1 rAIM TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE ..a a A �_J 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 n 4 °' a le a j=1IP .f SEE FND. PLN. SIZE & REINF, II III IIII I 03 � e b•c3. s° �• � 4 � t a L 0�" To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. ' .-- W 6. 4 �E Co 0 0 8� IN R N a n°®� rn J * ui Ui � LL a °-,73 W :w �LLLL 3 a of z o z 0 z co m O W :5 :R w 'o�� Q 'Z a c N p y N co Z U 0 F z °C ❑00 m o g z m z o J - N M U' o +-J (z a W a ID � to � o c r .) wig U c W J /— — E 8 I =� U o U' ID ¢ co Y N ° ® 0 M �m o w co M i o Z z o E u <Z� o. I— N C:)¢o 2( d 0 0 U U ! z i Wz r n3 ci = ¢o 0 m0 0 z� C- a n .1�z �m <w 3:o� ±: Q >mw �8 a ao H �� ¢ Y ( O O C FF o� a o� �M .s = m W \ CC .� 0O 0 C Y O CD s 0 C� m c E CDlqt r— co p 04 r i C) r CM o CU Z =3 E O 0ca a E2 U 6 Q p c JOB NO: 20-6227 SCALE : AS NOTED SHEET NO. SN 1 FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP.) VARIES INSULATION LE-� / 5/8" OR 1/2" HIGHS STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER -� CHART ON FLOOR / PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL �r 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.0 1(O HIGH STRENGTH BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR 5/" GYP. TYPE O @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ 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 STUD BELOW (1) ROW 2x BLOCKING @MID (12) 10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 2x #2 SPF STUDS HGT. FOR WALL HGT. < 8'-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12) 10d NAILS U.N.O. @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd FITS SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR 16d TOENAILS T & B FOR WALL HGT. > 8'-6". EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN APPLICABLE. 4" O.C. @BOUNDARIES, 6" O.C. @ @ 24" O.C.) 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" 2x P.T. PLATE 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & _� SLAB & BLOCK 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 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 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 (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE OIL UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH `' `'' ELEV. 0'-0" PITCH > 4:12 ° e OR 5/8"x10' WEDGE ANCHOR @ 24" x 6 W1.4 x W1,4 INCLUDE THE WALL 6 x 6 W1.4 x W1.4 (2) LAYERS TYPE I OR TYPE II A.F.F. O.C.) 21. WWF OR FIBERMESH ATTACHMENTS 2rr WWF OR FIBERMESH (#15 OR #30) UNDERLAYMENT - = I -1I I=I °° . e ° ° 1= I= I=I 1 o ° ° °° O 31/2"MIN. 31/2"MIN. 1 -III I D TT jr-III-I r a ° ° ° ° ° 4 ELEV.-0'-31/2" Z FOR ROOF PITCH 4.12 OR LESS. ° . e PRE ENGINEERED WOOD I I-IT��T I I 1 19, _ _ TRUSS @ 24 O.C. U.N.O."' I I I -I MITI =1 11=1 ff=Tf T I HURRICANE ANCHOR @ EACH 8 TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SN1 SCALE:3/4"=1'-0° S3 ELEV. VARIES FOR ADDITIONAL SLAB - a.N.O..2x INFORMATION. LUMINUM DRIPDGE LUMINUM FASCIA 12" SUB FASCIA EE SOFFIT D ° . °3N L��Lj 9 1a A.F.F. p p a ° ° ° 2x4 CONT. a a u D A;° -1-1 � 1/2"(min.)- 4" p ° . j ° - I =1 I r;�] l 1/2"(min.)- 4- CD° a ° ° _T HI- 00 31/2"(min.)- 31/2"(min.)4_ GARAGE DEPTH VARIES - 'I-i Tr (2) #5 CONT. 4„ ' 1 1 �rrt r 8„ (2) #5 CONT. 4, Trr-1 t- Wig„ U.N.O. MIN. U.N.O. IN. GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @ STEPrc C SCALE: 3/4"=1'-0" III S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. CAP ecs' 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C 10 M�N0o s SHEET LOAD BEARING OR INSULATION PER FBC AND ENERGY 8"&'X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT 8" C.M.U. TYPICAL TYPE "S" MORTAR ARCHITECTURAL FINISH EXTERIOR WALL SEE CC/S3 OR G/S3 FOR ANCHOR BOLT INFO. IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10)10d NAILS TYP. - c�.1 `V 8" C.M.U. 1"x P.T. STUD #5 VERT. IN FILLED CELL 5/8"x6" "J" BOLTS BOLT 24" O.C. VERT. OR @ 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY 2x P.T. PLATE ASSUMED FINISHED (2) ROWS OF 2x BLOCKING @ THIRD POINTS 5/8"° x 10" "J" BOLT 24" O/C W/ 2"°X 3/16" @ PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH :. IFTLAYERS FORM SUBMITTED WITH PERMIT APPLICATION 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8"THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2X PT PLATE WEEP SCREED INSTALLED PER MFR INSTRUCTIONS / CONTINUOUS TO FOOTER BELOW 90 FIOOK DETAIL K.O. BLOCK 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING BAR < w #3 OR #4 REINFORCING BAR GRADE 40 MIN F = 40ksi NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10)10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM END OF 2" x PLATE D a 1x2 PT WD FURRING @ 24" O.C. GRADE , o ° z #3 & #4 LAP SPLICE y �Ti ° D FINISH GRADE o0 (GRADE 60 MIN. Fy= 60ksi] a �T-I I p . (1) #5 VERT. IN FILL MONO OR STEMWALL ? - - a D' . 25" MIN. LAP [30" MIN. LAP] -III=1 I I- 1/2" GYPSUM WALLBOARD .I I �= I I g ' 1=I I (_� D • CELLS (SEE FOOTING MONO SHOWN U.N.O. LU FOUNDATION PLAN D D °D ° 1>4 00 6 MIL VAPOR BARRIER -I IT � ° I = I - °° r-T'=� I (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-611 . 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) _ E 6x6W1.4xW1.4 WWF OR FIBERMESH r i-I ff-(�T- I t T=1 T f TT�r FOR CLARITY ° - _ - A. _ _ _ .- R 1 7/8 - I I-1 n-111 1 I -I 11 I I -I l Ir FOR LOCATIONS) p o d ° b-=�=�-) �- I��Lr �) 11= N z #5 REINFORCING BAR I Tf=1T1=1T1= 11Tf III 111= 1x4 P.T. BASE NAILER °=I I=I I-� I=� �_ ° ' I_ _III 12 #5 LAP SPLICE (2) #5 CONT. 4"x4" INSPECTION > ° _ • �= I 31/4" BASEBOARD NOTE: ° p p I �_� -� �_� =1 �_� 2 1 e �i`_� -_ PORT AT EACH R III-� I -� -� I-� I I-� �- N COMP. SOIL. (COMPACTED TO ° FILLED CELL TYPICAL FOR BEARING WALL �_�-� =� �_� =I I : I ° W/ UPLIFT ONLY _ _ _ _ _ _ _ _ _ - __-_ 111 = 95 /o MODIFIED PROCTOR ASTM �I I 11=� �I I-T 1I-jjj��jjj MIN. 2500 PSI CONC. SLAB _ _ _ _ _ _ _ _ _ D1557)T 11� c� AT GARAGE CONTRACTOR III=� I=� I 1=� �_� (_� I=� 1=� �_� �_� �_� �_�=I 1=1 I_� MIN PSI MAY VARY PER cn =1 -� �_� �_� =1 i=� =1 =1 �_� �_� -� �_� I 1=� 1=� -1 411 1�_4" TO CUT BLOCK OR POUR "-I i-III-) 11-11 1- 1-1 MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/6X6 0 NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING 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. A - Z 00 r, d f((=T=I I r L D I 6x6W1.4xW1.4 �MY Imin/24" WWF OR FIBERMESH 6 MIL VAPOR BARRIER �II • • GRADE COMP. SOIL. (COMPACTED TO 95% TII MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. ON #5 REBAR CONT.-/ (1 STORY) STD. 90 HOOK (SEE O CHAIRS TYP. 4„ V-8" (2 STORY) DETAIL) ) TYPICAL WALL SECTION rA SCALE: 3/4" = 1'-0" �S3 OPT: DEPRESS SLAB 5%" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS O.H.D. RECESS �. z ^M 4. . w �[III III r-. 4 � _ ? ��I I +•eI I I-� SEE A/S3 OR J/S6 � III 11 r FOR REINF. INFO. 3" MIN. CLEARANCE 14" (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. 00 - 'RT-i-r'r 11-11 - _ -(1) #5 REBAR w/ OPT. t=111=T�1= , r_ I- 1=111= I I=SC,REE�1 ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS N' M M .•.. e Mr I4" SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0'-0" CONT. BEAD SEALANT INKa INTERIOR ' . 31 A a.. CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB 4d v E- N T TfT= I = f Cl) 1=1 6 MIL VAPOR BARRIER�- -11=1 I jI�I�I 1-1 IrI I 111 I- ' I I1I�fill 11� 1.4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE: 3/4"=1'-0" S3 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS (TYP.) 8" 8„ 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL W/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SEE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) 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. CONNECTION INFO ��; ° - SEE PLAN FOR TOP OF BEAM &LAYOUT DESIGN SEE ROOF PLAN - - -° v a a ° I _�'> ' - (2) HTS20 FOR STRUCTURAL -� I_I� 1=,1I SIT r' E BEAM SIZE & N ' I 11- CONNECTION INFO i ° a' a II TI..'. •..-III I- I 2x4 #2 SYP P.T. FRAMING w/ _T MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 7 fi 41�-"'- - 8" 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 o W ABU66 SLAB STEP & RECESS S.G.D. rM SCALE: 3/4"=V-0" S3 2X STU -LU DS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL MASONRY WALL AND O.C. PAD FOOTING GARAGE ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL .. W/DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS E TO FOUNDATION PAD INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. �' ' ON FLOOR PLAN SIZE VARIES PER PLAN M CONT. BEAD SEALANT ;1 w/ MIN. (2) #5 VERTICALS 0 g GRADE a r, FILLED SOLID (SEE PLAN FOR - _I _ = < a _ W1.4 x W1.4 N SIZE AND REINFORCEMENT) 0=1 I r WWF OR FIBERMESH L.L.w o ��I ��I ��I�� z ° I O w �- OECS r- OMMUNI-WS- PAD REINFORCEMEN 3" MIN. CLEARANCE ,4 (SEE SCHEDULE) ION TAPERED . K. J o W ABU66 SLAB STEP & RECESS S.G.D. rM SCALE: 3/4"=V-0" S3 2X STU -LU DS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL MASONRY WALL AND O.C. PAD FOOTING GARAGE ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL .. W/DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS E TO FOUNDATION PAD INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. �' ' ON FLOOR PLAN SIZE VARIES PER PLAN M CONT. BEAD SEALANT ;1 w/ MIN. (2) #5 VERTICALS 0 g GRADE a r, FILLED SOLID (SEE PLAN FOR - _I _ = < a _ W1.4 x W1.4 N SIZE AND REINFORCEMENT) 0=1 I r WWF OR FIBERMESH L.L.w o ��I ��I ��I�� z ° I O w �- OECS r- OMMUNI-WS- PAD REINFORCEMEN 3" MIN. CLEARANCE ,4 (SEE SCHEDULE) ION TAPERED . K. OECS r- OMMUNI-WS- PAD REINFORCEMEN 3" MIN. CLEARANCE ,4 (SEE SCHEDULE) ION TAPERED . K. i�ii T�I•il pep �l'��Qi�� vJ ,• fOv� �. ,,;moo •� +`� ��ryry ems•' �� L o • To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W Z6 ni M E d' 8 to N N 00 J (6 N -j is 04 # 7 tf7 J W L LL a u a s z J W m y �o 0 °m o a N m J co a W C/) _j 0 IL 00 0 LO M z O a z N .. a 00 U J ❑❑❑ W V M � og z N z o � � z E3 M (L) 0 0 NLL W � V O cn �V) w o C N U W J U o N Y ® 0 N 6 � II�° o w M co o 5 Z Q � U- a E O w� Wo zo <� Z, oa I- CL X0 �00 O E o @ a o �0 d Z w� H L ❑ ¢73 wm0 CJ) C: O Y U:) �m <W J N o< 2N Zz go a o� O u ,o1. I-. < ` W �o U O T Q > O O U n' GoO E p r0 O (0 a r C Ch o z z N E U d Q p JOB NO: 20-6227 SCALE : AS NOTED SHEET NO. S3 (MONO) I I I t I I iltr,� •IINi IiL 1`Ilhrr P11 .s , I ICJ I -II -I I I I � I -- __ ��' __ __ _ 1 I it fNII II III (2) 2x6 OR (2) 2x8 SEE TYPICAL WALL SECTION TOP PLATE SEE �I�\ VENT OR 2ND FLOOR 12 PRE-ENGINEERED WOOD PLAN TRUSSES @ 24" 0/C 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL (NP) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) (2) 2x HEADER TO SIT 3/4 FURRING STRIPS 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA, TEE DOUBLE 2"x4" S.P.F. TOP PLATE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD 7 5/8" 8" 7 5/8" 8" 7 5/8" 8° 7/8" STUCCO FINISH PER ASTM C. CONNECTION SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS THICKNESS APPLY 3 LAYERS R TOTAL 2x DEAD WOOD MID FOR CLEAN -OUT @ 8" O.C. OR 4d THICKNESS 7/8" OVER METAL @ ❑ LATH. FIRST 2 LAYERS 3/8" THICK POINT w/ (3) 12d DRYWALL NAILS SOLID AREAS ARE SOLID AREAS ARE EACH. 3RD LAYER 1/8" THICK. TONEAILS SPACED MIN. EXTENSION FROM STEEL AND GROUT STEEL AND GROUT DOUBLE 2x TOP EVENLY EXTERIOR FACE OF BLOCK CRICKET AS REQUIRED PLATE WALL IS 1 1/2" MAXIMUM INTERIOR ❑ ❑ ❑ FULL 8x8x16 BLOCK HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL NAIL SON SP2 w/ (12 FACE OF BLOCK WALL IS 2 1/4" NAIAT EACH STUD 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1)10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. 14 12 SEE TYPICAL WALL SECTION (np) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @MID POINT EVERY OTHER + STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED • IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) �--ROOFTRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. TO DRAIN DOOR OPENING DOOR OPENING DOOR OPENING 1/2" EXTERIOR GRADE SHEATHING CL FASTENED TO TRUSSES WITH $d COMMON WIRE NAILS @ 4" O/C EXTERIOR BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) WALL CLEAN -OUT A WALL ❑ ❑ ❑ 0/C FIELD SCALE: N.T.S. S4 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP 1 ST COARSE 2ND COARSE 3RD COARSE CARRIER/GIRDER TRUSS MASON TO LAY BLOCK AS SHOWN ABOVE, EVERY COARSE MUST BE BONDED TO THE SIMPSON HETA20 w/ (8) 10dx1 1/2" REFER TO WINDOW PRODUCT APPROVAL NAILS AT EA. TRUSS VERTICAL WEB SHEETS FOR INSTALLATION INFORMATION BY COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE (24" O.C. MAX) w/ MIN. 4" EMBEDMENT MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALLAS SHOWN. IN KO BLOCK AT EA. STUD MAIN SPAN TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR S4 SCALE: N.T.S. S4 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT KNOCK_OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT J 11 d ° d a e ° $ STD.90°HOOK 8"-"- LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. 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. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR SCRAP MATERIAL BLOCK WALL ABOVE. MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE J J _ < LU T > 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL 8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. d a a g POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. S�Fp �O�L 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.) 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90° HOOK IN K.O. BLOCK VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 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, SCALE: N.T.S. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE a d d THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON a DOOR STOP PSPN516Z w/ (12) 16d NAILS MOLDING TOP 2 ROWS 10d @ 3" O.C. (14 d 2 x 6 P.T. GARAGE SPLICE NAILS TOTAL) EA. SIDE OF DOOR 4,9 SPLICE STAGGERED J-BOLT TRACK BRACKET W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ, AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'- 4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER (2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE 2x STUDS TYP. O� SIMPSON HTT4 TYP. OA O� U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL ("Q SCALE: N.T.S. SL� _ SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2, P SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL d 40 d • �N • 10d @ 8" O/C T. ATTACH ALL J EXTERIOR STUDS W/ IAI 16d TOENAILS T076PPLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS SIMPSON C L C P.T. _ATE SIMPSON SP4 0 onwrovly a14 3P2 z 10t ST co J 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 a a d 2X8 P.T. BOTTOM P TE SIMPSON SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 J TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END w U -? a 2x TOP PLATE W V2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR TO CONCRETE REINF. INFO. � I IPLATE 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-SD82.5 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) • HDUl l-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 N SCALE: NTS S4 P4 2X TOP PLATE OVERLAPPING NAILS @ 6" %GGERED 3OLTS @ 24" O.C. aX 2X P.T. PLATE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 2X8 P.T. BOTTOM PLATE 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ROOF TRUSS ABOVE /— 2X BLOCKING O C (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 TRANSOM FRAMING o 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. SCALE: N.T.S. YqI�l��r��i� 6tq•C� C) �r.'� w/SGID ,` - • f �.. a o}, se^e�� relvli.i e �r eR �4!'Atl,l14l�1et,, To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2D17 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 . C o W 8 �pp oop� EN CQ W ,. v :..0 C J �� u- J* * w � a Il J a ..Q `r 0 M m Ll1 W m u, a a Jam.- Z o Z m e °o p of�- m O .S W J zco � 0 N Z W 0 fn (.. U Z N Q J OU [10 El W V M r z z N M o o z o Q J � V I 0 o OQ) u, a O „ e wr. N c w Vtn monkf c� w J E of =!e _ ; 4 c U) ® Q N �� o JZ w 0! M co J o << L.L CL E E 0 C) z. �o o �' N <N z� CL 8 X 011 E U E C:) ITT U ¢< o p O �z z C) (d C �Y O oLL I— � cn ZO U a oLL w o� 0 - Z< 0� U 2 a>) d' nL' m W m CD Cy) U T _ CN Y O C) m Q) o V E CD d` �— 00 cv .� = 04 2 O CD rn T_ � .- .. E c T M o Z cc z E Occ a E U _j Q 0 _ .J JOB NO: 20-6227 SCALE : AS NOTED SHEET NO. S4 Izz fpf��f r UA Uj ^�w SIMPSON HGAMV W/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (2 1/4"X2 3/4" TITEN TO CMU SEE STRUCTURAL NOTES AND BACKNAIL W/ (2) 16d NAILS BACKNAIL w/ (2)16d NAILS NAILING SCHEDULE FOR TOENAIL W/ (2) 16d NAILS SIMPSON H10A w/ (18) SHEATHING DETAIL 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 1 Od x 1 12" AT EA. 2"x4" SEE STRUCTURAL NOTES — TOP CHORD @ 24" O.C. NAILING SCHEDULE FOR OUTLOOKER OUTLOOKER AND NAILING SCHEDULE SHEATHING DETAIL „ FOR SHEATHING DETAIL BLOCKING FOR :• FIRST FOUR ROWS OF 45° ± 24 MAX' TOP CORD BLOCKING 45°± 2X4 CONT"L" BRACE TRUSSES @ SIMPSON H1 OA w/ (18) FOR FIRST FOUR FASTENED W/ (2)1Od 3" EDGES OF 2x4 CRO BRACE 10d x 1 12 @ EA. ROWS OF TRUSSES @ AT 24" O/C. CMID HEIGHT SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 48" O.C. EACH JOINT W/ 3 10d O AT LEAST 90% OF WEB @ 8-0' 0/C. EXTEND AT LEAST 90% OF MAX. & (2)10d TOE NAILS @ 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 24 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROM LEDGER TO ' 7/16" OSB SHEATHING & (2)10d TOE NAILS @ •• BLOCKING ATTACHED W/ 1Od EA. END NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1OdX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" THROUGH CHORD CORD ATTACHED W! 2 16d TOENAILS O 7 OSB SHEATHING ATTACHED NAILS "T" INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ 10d @ 6" O.C. EDGES AND 12" O.C. FIELD 2x4 ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) ' FASTEN WITH 10dx3" 4" 0/C SPACED @ INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE @ 48" O.C. MOISTURE BARRIER 5!8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)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 STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" '� EMBEDMENT IN KO BLOCK GABLE WEB S E CT I 0 N 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 BACKNAIL W/ (2)16d NAILS REFER TO DETAIL J _ ON SHEET S5 FOR r T SEE STRUCTURAL X-BRACING, AND TOP r NOTES AND NAILING CHORD BLOCKING N _ SCHEDULE FOR INFORMATION co°° 00 SHEATHING DETAIL 1 1 11 2"x4" CROSS BRACE WOOD TRUSSES to ;o 00 APPROX. 8" FROM RIDGE FASTENED AT 2x4 RAT RUN BRACING EACH JOINT W/ (2) AT 24" O.C. ON TOP OF 10d & (2)10d TOE BOTT. CHORD FOR 4 NAILS @ EA. END TRUSS SPANS ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING AT EA. TRUSS JOINT M A I N W/ 1 (2) 2 x 4 LA IN T 0 S ()ROW „ 3 2 x 4 LAMINATIONS W/ 1 ROW () () (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF @ 48" O/C FOR THE FIRST (4) ROWS OF 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. O/C w/ (2)16d (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH SIMPSON H10A w/ (18) SIMPSON SP4 w/ (6)1Od x 10d x 1 12" AT EA. 1 12" AT EA STUD (USE BACKNAIL w/ (2)16d NAILS OUTLOOKER SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) SEE STRUCTURAL NOTES — AND NAILING SCHEDULE FOR SHEATHING DETAIL 2x4 OUTLOOKER @ 24" TOP CORD BLOCKING O.C. (OPTIONAL - SEE FOR FIRST FOUR ROWS 4 MAX. ELEVATIONS) OF TRUSSES @ EDGES OF SHEATHING TYPICAL DOUBLE TOP PLATE 2"x4"CROSS BRACE 2x4 CROSS BRACE APPROX, 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT W/ (2)1Od & (2)10d EACH JOINT W/ (2) TOE NAILS @ EA. END 10d & (2)10d TOE 2x FRAME WALL (SEE WALL NAILS @ EA. END SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7l16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD (2) 16d NAILS 2x BLOCKING END TYP. TOP & BOTTOM ATTACHED W/ (2)16d TOENAILS DQI NJ 2x4 PANEL BLOCKING @ 48" O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM 2x4 "T" ON TOP OF PANEL SIMPSON H10Aw/(18) 1 Od x 1 12" AT EA. OUTLOOKER (2)16d NAILS 2x4 OUTLOOKER @ 24" O/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ " MAX. EDGES OF SHEATHING TYP. - L' BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS r-1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL 3 BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C EA. END TYP. TOP & BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)1!4"x1 1/2" BOTTOM ATTACHED w/ (2) 1 Odx3" @ 4" O/C SDS SCREWS TO TRUSS & (4)1/4"x3" SIMPSON SP2 w/ 12 10 16d TOENAILS SDS SCREWS TO PLATES AT 36 O.C. ( ) d 2x4 LEDGER (MATCH BOTTOM DBL. TOP PLATE NAILS AT EACH STUD CHORD SLOPE OF ADJACENT STUD WALL (SEE TYP. SEC.) TRUSS) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. CJ'CJ SIMPSON H1OA w/ (18) 1 Od x 1 12" AT EA. 2X4 OUTLOOKER OUTLOOKER @ 24" O/C TOP CORD 7 BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ 24" MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" • (2)16d NAILS OSB SHEATHING ATTACHED • W/ 10d NAILS @ 6" O.C. rF:7-�--�C ND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR ONNECTION 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- OFTHELAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 1 Odx3" @ 4" 0!C (2)12d TOENAILS EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON - LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION g SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS $ ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 2"x4" OUTLOOKER @ 24" O.C. W/ (2)1 Od PER JOINT 1INIMUM 2x OVERLAP TRUSS BRACING ,ROSS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES SEE PLAN FOR 10dx3" 0/C @ WOOD TRUSSES OCATIONS) TOENAIL 6" O/C RUNNERS W/ (2)16d TYPICAL (2)16d PER NAILS JOINT L- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 12 6.9 MAX.,. 1 GABLE TRUSS S� "L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 S5 ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. �--CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. MINIMUM (2) 16d PER JOINT \- MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP im "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)1 Od WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) BRACING w/(3) 10d x 3" AT EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH SIMPSON HGAMIOKTA w/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"X2 3/4" TITEN TO CMU • P, EXT. WALL CONN. @NON -LOAD BEARING LOCATION UNEVEN CLG.(/0�7 E SEE TYP. WALL SECTION FOR SCALE: N.T.S. SrJ ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.0.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" 3'-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1 Odx3" 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"0" SDS SCREWS TO PLATES (TYP.) r--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 END JACK 1 V-0" MAX. o CD 0 ✓,9 O� CORNERJACK Y Q W z O U HIP FRAMING REFERENCE PLAN 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1 Od NAILS @ 4" 0.0 TYPICAL GABLE TRUSS WEB —J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRjING@ BLOCK 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. dLU — — — 0 o 0 , z o w , W Q r Q o X ¢ Q o 0 ' o "T O d w o o X d— w NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) 'T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS /TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING Wl DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION ±o ' F I,. ES51011 ffo�yf1►41III 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 Shp aM oo o� O 0 N O � N 0 N 7 J W .ti fn rnr �u- LL d M � Q M z 0iC W O coma U_ i� a a it J 0 0 00 m W N 02, Q W gccNz co a n O U ElElI] W (D V M cn Z N M 0 m QQN O Q M 0 Q/ 0 a-1 V Q to �N o N r mz in e S U o ®0 00 ¢ N m IIII o e w M M a o z L.L ce E z Z p < E O WO z '.00o 2® co t— roCL X U a' Q °< o N ITT Qz O WZ W W (a _ Q z or .0 z� aCi J m <� < W �co ° 2 Cl I � a n w =K U <�m o r- ;o CDa r91,11 z< 03 ace) > d' ^L W m 1= 0 N �1 C > O ^ L.L. U n \ ° 0 W m C I� E N r CU p M .. o E M c z E O @ a E U Q co JOB NO: 20-6227 SCALE : AS NOTED SHEET NO. S5 112" DRYWALL 1x4 1/2"DRYWALL DOOR JAMB (REFER 1x4 � 1/2" DRYWALL DOOR JAMB REFER*4" � UNACCEPTABLE INSTALLTION � DOOR JAMB (REFER TO PRODUCT TO PRODUCT P.T. TO PRODUCT Mom( 8„ PROPER INSTALLATION DO NOT DO THIS ♦ 2"x BOT. PLATE W/ (2)10d @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR CON APPROVAL FOR CONN. 1 X 4 1x4 #5 REBAR (TYP,) ♦ 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO ZX BOTTOM 4" 1x4 P.T. „ FURRING 3-1/4" LONG X 3/16"0 FURRING 3/16"0 X 3 LONG FURRING (2) ROWS 3/16" x 3-1/2 #5 REBAR P')6" AND NAILED W/ 8d COMMON @ O.C. EDGES AND 12" O.C. FIELD PLATE W/ 8d @ O.C., 2 ROWS STAGGERED TAPCONS TAPCON 16" O.C. & TAPCON.INTO STAGGERED 16"@1x8 (n P.T. FROM EACH END w/ M. BLOCK@ SPACING „ O.C. 2-ROWS INTO 2" EDGE DIST, ATTACH 1 DETAIL 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRYTHROUGH „ 1-1 /2 DETAIL 1x8 w/ (2) ROWS 8d NALS �� 3 DETAIL ^ D. 90 HOOK (TYP.) STD. 90 ♦ � @TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. TO PRODUCT EY:111 L METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL NOTE: APPROVAL FOR CONN. 1x4 EACH END W/ MIN. TO PRODUCTE71a 17 LAP SHEATHING TO DOOR JAMB (REFER TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" � ♦ BOTTOM OF BAND JOIST TYPICAL 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. & FURRING @ END w/MIN. 2" EDGE DIST. NOTC FIRST COURSE SIMPSON HGAMI OKTA @ 12" O.C. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ ' +2„ w/ (4) 1/4x1 1/2"SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 ♦ INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN STAGGERED @ 12" O.c. 3-1 /4" DETAIL 2x DETAIL 2 1 /4" DETAIL NOTCH WEB AT THE +5^ FIRST 2 COURSES ♦ INTO K.O. BLOCK BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRqN.T. SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: SCALE: N.T,S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" MIN. A -A _ 16010 # FOR 2 STRAPS FILLEMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8° D W/GR UT SOLID SOLID W/GROUT ,r 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 1/2" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. CONTACT ENGINEER of RECORD FOR FURTHER INSTRUCTIONS. .a a. SCRIBE (NOTCH) FACE OF ARCH W/ (3)10d NAILS •� OVERRAN BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL > CONNECT W/ 8d NAILS BRACE/ BLKG. \�2 N.T.S. INSTALL WDW. SCREW ANCHOR x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB PROVIDE TAPCON WITHIN ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 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 START OF ARC ) O IF TRUSSES USED W/ 3 #6 X 4'Yz" WOOD SCREWS 16" O.C. MAX. OR IF MASONRY WALL * DOUBLE 2x4 SCAB FOR Z-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. @ / (2)10d NAILS @ 8" O.C. 4 MAX. RAD. ARCH DETAIL USE (1) SIMPSON 1/2' HD TITEN (CENTERED) w/ k 0� RH TO TRUSS TOP CHORD qN MIN. 4" EMBEDMENT AT 16" O.C. + LE + NGTy 1 r-0" 51-011 SCALE: N.T.S. SS 12 + PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE i + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24 O.C. + + + OlLf INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION � BLOCKING AS + ° '� �� B-B WITH 1/4' x 31/4 TAPCON (1 1/4 MIN. ROOF SHEATHING ATTACHED + REQUIRED >• d ' •: > '.� 14" MAX EMBEDMENIINTOK.) PER NAILING SCHEDULE ALL TOSUPPORT TRUSS a n D #5 BAR BLOCK HEADER ill2-0" 8' SOLID BLKG. AT TOP BTWN. ARCH O SIMPSON i 5 12d NAILS + + + o: �y 10" ° ° CENTERED W/ 9 H d BLKG. & BUCK 2X6 TO 2X4 H2.5A w/ (10) 2X4 SYP r ®s n ° ' °► IN TOP 4 1 X 4 FURRING 8d NAILS EACH TRUSS It. •P .' ' KNOCKOUT / N � —� •'; ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK B 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ 3O � CONNECTOR °� p MONO FOOTING ' e •' ° PROVIDE 2 x 8 DIAG. BRACE i SIZE AND REINF. PER PLAN ! e' . VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SEE LINTEL AND SECTION DETAILS -I BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY SCHED. LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL I ° • •° � 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT .o DIRT I? Z TO BE INSTALLED BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL .°. STANDARD - 0 SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION �99 #5 BAR IN HOOK N 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" O.C. MAX. OR IF MASONRY (MAX. 4'-0") .: • , . • • ��, . _, • ,, BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL WALL USE (2)1/4" X 31/2" TAPCONS AT 16" ►; INSTALL WDW, SCREW ----, CREW THRU OSB INTO 2 x 8 O.C. �� • �� '• �� '• �� ' �� '• Sk ANCHOR INTO ARCH BLKG. rK STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS ARCH DETAIL B-B SECTION @ENTRY L SECTION @ROOF EXTENSION M REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" = 1'-0" SS SCALE: 3/4" = 1'-0" SS SECTION DETAILS SCALE: 3/4" = 1'-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5"MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR SIMPSON HTT4 w/ (18)10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD >_ #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) TOP WITH MIN. 3" OCCURS EPDXIED w/ SIMPSON "SET" z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 6'-0 EPDXY MIN. 6" EMBEDMENT & 0 SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER 3" MIN. EDGE DISTANCE g FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP v NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE °. o THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL , ; o 0 A REINFORCING AS FOLLOWS: SEALANT l��III — — — — — —, LL a a 1 * T FURROW. PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NO o e * PRESS PANEL REINFORCING INTO PLACE. z #5x6' EMBEDDED INTO 6" MIN. LAP SPLICE W/ ° —- g EXISTING FOOTING (2) #5x6' IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANELIII= can FILLED CELL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT DRILL 3/4"x5" MIN. HOLE GRADE o. .' o TR SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP p ° O G SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE 04 ° REMAIN FREE OF MORTAR. NOTE: "' z_ ` H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r • o ` TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ' 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ' (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 L16"MIN. COVER EA. WAY A S ECTI ON 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" = V-0" SCALE: 3/4" = V-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. "'Wov `S-�o, 4% ©C SS10�� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W 8 N it f ' �,' 04 J N o rA LL .� 3: ® 1 0) y J uJ U- rL i QjMM � Lu � a rL Z JLLLL Maw 0 _ �s L m o O O 7@ N (p m m m b .I W U) Joa Z 0:)d M¢ U O J OU a ❑❑❑ sVIN .P w z N ch O � z m z o a a � N N z cD o LU a ° U O to ^� g v ml I' W r E L o C) c m u Q ®Q 04 oCiD w M N o Z a � U_ Z Z o �e Cl-E 0 co U os co @ �� < 0 00 �i; S< O CV L �0 Q az ro Cn c - v O N2 m 0 of Qz 1Ra Ha �wQ U oz CDw _0 �o E CIOR. � oa °3 .y Cl? @ W m '> O U 05 0 Q Y > o O ^` m o E p �• r co p 2 O rn r w M o z = E Q E c av 0 v? ¢ o c a) JOB NO: 20-6227 SCALE : AS NOTED SHEET NO. SS w z L CROSS BRACING DETAIL (TYP.)_ SCALE:NTS TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. Cg 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Dg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS - L- 1wu `W 1 1 111- 1•L✓ TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH TB PRE-ENG. TRUSS 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. ---\ A I 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 Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD law �7A TRUSS 21 HIP G.T (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE:NTS (2) 2x8 #2 SYP w O.S.B. FLITCH PI TOP @ TRUSS E U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM a@ RAISED ENTRY MASONRY WALL 4 SCALE:NTS SIMPSON LSTA18 VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ 4 () w/ (12) 1Od NAILS CENTERED AT SIMPSON HUC410 w/ SEE PLAN I. FOR CANT. 16d INTO HEADER & (6) 6) 10d TOP & BOTTOM SPLIT TO TIE 10d INTO BEAM - SEE OR SIMPSON H2.5A w/ BEAMS TOGETHER ROOF PLAN FOR MORE (10) 8d NAILS INFO 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) SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( SEE FLOOR PLAN FOR 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 INDICATED ON SC EDULE/PLANM OPTION B CONNECTION INFO OPTION C SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. COMMON BM. TO POST ATTACHMENT A � A SEE PLAN FOR SCALE: 3/4"=V-0" BM. SPLICE OVER CENTER OF POST JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL aC� ENTRY FRONT WALL SCALE:NTS 2x4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED w/ (3) 10d PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION I < FOR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. L5 DIAGONAL 2x8 #2 SPF RIDGE BEAM AT 8'-0" WOOD SIMPSON LUS26 w/ (8) 10d NAILS MAX TRUSS 2x6 #2 SYP RAFTERS FOR SPANS 4FT SIMPSON MTS18 w/ (14) OR IF 2 PLY TRUSS SIMPSON TO 8FT 2X4 RAFTERS FOR SPANS LESS 10d NAILS TYP. U.N.O. SEE PLAN FOR SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN THAN 4FT @ 2'-0"0.C. MAX. w/ (3) 10d CANTILEVER IF MTS18 w/ (14) LEDGER AND J/S6 FOR MORE INFO. COMMON TOENAILS TO TIE BEAM SEE FLOOR PLAN FOR INDICATED 10d NAILS VERIFY WITH PLAN FOR COLUMN SIZE & TYP. U.N.O. 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 2X4 CONT. AT CONC. MASONRY ADDITIONAL INFO. 1/2" X 4 1/2" LAG SCREWS ATTACH T & B CHORD STEEL OR WOOD (WOOD COLUMN SHOWN) LAG SCREWS INTO END OF EACH BILOCKING INFO) E 2/D2 FOR BEARING SUPPORT MIDDLE FLOOR TRUSS, 24" O.C. MAX. (AT F. EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL ° SCREWS EACH SIDE) (TYPICAL) A -A ALTERNATE BLOCKING CORNER SEE FOUNDATION SECTION AT LOW ROOF g PLAN FOR MORE INFO SCALE:NTS DETAIL @ INTERIOR BEARING 3 , ' WOOD TRUSS J SCALE:NTS COMMON B M . ATTACHMENT 18 p' PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE: NTS SUPPORT WHERE TRUSS DEPTH EXCEEDS TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT SCALE:NTS OIL VARIES 2x STUDS @ 16" O.C. ROOF SHEATHING SEE 1/S5 FOR w/ SIMPSON SP1 w/ (10) 10d ATTACHED PER ADDITIONAL SEE PLAN FOR 8d NAILS AT VALLEY TRUSS NAILS AT BASE & SIMPSON 2x4 #2 SPF BRACING @ NAILING SCHEDULE OUTLOOKER 4" O.C. INFO. SP2 w/ (12) 10d NAILS AT TOP 16" O.C. W/ (4) 12d COMMON TRUSSES. EXTERIOR SHEATHING INFO.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 (2) 12d NAILS TO EACH VERTICAL ATTACHED PER NAILING BOTTOM CHORD GAB LOW ROOF/WALL SCHEDULE PLATE MORE INFO. TRUSS h STUD) SHEATHING ATTACHED VARIES SEE PLAN PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d VARIES W/ FOR WALL LOCATION 2x4 BASE PLATE W/ 1/2" PLYWOOD NAILS @ 16 O.C. ALONG W/ ROOF SLOPE >< SIMPSON LSTA30 w/ SIMPSON MTS12 w/ (14) 10d x (22) 10d NAILS OR (2) 16d NAILS TO EACH COMMON 1 1/2" NAILS TO BLOCKING WOOD WALL SIMPSON MTS12 w/ BELOW @ 16" O.C. MIN. 2x4 #2 SPF STUDS @ OR TRUSS. (14) 10d x 1 1/2" NAILS TRUSS/ FRAMING 2X4 CONT. W/ (2) I SEE PLAN 16d COMMONS 16 O.C. W/ EXTERIOR TO FLOOR GIRDER TYP TOP &BOTTOM NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C. j STUD TYP. T&B PER NAILING SCHEDULE & • MASONRY WALL BELOW: SIMPSON PLYWOOD (3) 12d TOENAILS TO a HETA16 w/ (9) 10d x 1 1/2" NAILS @ TRUSS OR SEE PLAN FOR PLATE BELOW MASONRY WALL 4'-0" O.C. TO GABLE TRUSS FLOORING ROOF SYSTEM TOP OF WALL OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN a " MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER (24) 10d x 1 1/2 NAILS @ 4 -0 O.C. A�L 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) SHEAR TRANSFER INFO. � SECTION @ FLOOR FOR CONNECTION MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. EXTERIOR. WALL SECTION ENTRYKTNCONNECTION 22 SECTION AT HIP GABLE 12 SECTION @ BUMP OUT 39 SCALE:NTS SCALE:NTS SCALE: NTS SCALE:NTS SCALE: NTS ��j DETAILS & SECTIONS C� vy'( JIfs •aSE••• Q 0. •i � F L ©4` ? j�q�0pzss1OvP To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. Q o �E T8 �' O J N LL 0 N J it N lt7 W � F_ —0LL J fL LL M co W ' N m�ii a a 2— Z O �� ox� ra CC Q O N m m J q W J Q Z IL Z ao N o 0 coZ U0 � O U ❑❑❑ M n Z N M O � O 4 <c J U) N z irrml 0 w O N w c o y w. U E m1 = U c L o u) � -o ®o Q N Ol o w Mu M ¢ 29 z < LLL c Q E E 0Z0 UU zz oo z > N <R o a co r6 m= XU uo O N¢o C E o¢ az o¢ aZ L < ❑ r m U) Eli oY �° of Z co m ¢ W N to �� Z° Q U a rnw MW U <� ao o =k F_ O o ¢ 3 o O w I a F ,o �M a`) '� LL L m m c� U O� � T < C ' O O nloll., U 1 ° `0 0 ~ \{/ c E o d' T (6 Np � T0 2 O rn r r� ui w M o Z E O U � Q p JOB NO: 20-6227 SCALE : AS NOTED SHEET NO. D1 i m c a� v 0 O cal I 0 m c a� 0 rn 0 J I O i L c 6, O 3 a N 0 a E Fv- E 0 _ O c J co W L7 0 U v cg U 0 i a c O v U r7 N 0 LO 0 45 0 O a 0 8 0 Ln S Y r m v cn WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weat THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING DECK JOIST SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 AND FBCR 703.7.3 Detail Instructions Refer to the number marked as ED in each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary ^' ^ "" WEATHER VE BARRIER & tARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOISTS UNDER DECKING ED FLASHING (SEE DETAIL WP07) SELF -ADHERED FLASHING 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED VINYL SHOWER PAN SLOPE._- a �d _ WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING O SELF -ADHERED FLASHING 1 SUBFLOOR 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 1 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) E AM SELF-ADHER O 1'4" PER PLAN V-0" PER PLAN SHOWER SEAT CI I:©1 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER Q Lu U) m Z RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING PATCH HERED FLASHING Q Z U U U U U U U U U U J o-. Ala d d PLASTER STOP H � W CONTINUOUS BACKER U ROD & SEALANT W W QIx W � ° A W WINDOW UNIT FLASHING REQUIREMENTS -SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall include (0.6 cm: 30.5 cm) flashing as described in Section R703,4. A water -resistive barrier is described as a material behind an exterior wall covering that is intended to SELF -ADHERED FLASHING resist liquid water that has penetrated behind the exterior covering from further intruding into the exterior wall assembly. An exterior wall covering EXTERIOR is described as a material or assembly of materials applied on the exterior side of exterior walls for the purpose of providing a weather -resistive CEMT. FIN. barrier, insulation, or for aesthetics, including but not limited to, veneers, siding, exterior insulation and finish systems, architectural trim and BUILDING PAPER embellishments such as cornices, soffits, and fascias. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other 71 approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.7.3 Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be Q installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING 1 Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity FLASHING SELF -ADHERED FLASHING or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class SCORED 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the RELEASE PAPER type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion resistant flashings shall be installed at the following locations: (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) 1. Exterior window and door openings. Flashin at exterior window and door openings shall extend to the surface of the exterior wall finish g or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent V 2 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. /W 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMADMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 6 I 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco 7 copings. 3. Under and at the ends of masonry, wood or metal copings and sills. SELF -ADHERED FLASHING ' 4. Continuously above all projecting wood trim. INSIDE CORNER 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. �Ground� 7. At built-in gutters. d 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 GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER Water Resistant Barrier Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS \STER STOP A NTINUOUS BACKER ROD EALANT MENTITIOUS FINISH JCTURAL FRAMING JCTURAL SHEATHING P OF SAF NAGE PLANE WRB D BREAK WRB 4TH Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEED' SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing _Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all O 0 CV LO O O O To the best of the Engineer's knowledge, informat on and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural enginee ing portions of the drawing pages bearing Engineer's signature and seal. Q o`topEp U Nmr N�rny iD N 0 N ��W LL a. LL L9 ej M M L coo LL U_ j¢ Ja- W LU n a W �$ Z m c v f' 2 0 p o w W 3 C ( m CO O Z Z w O Z J Q p tq Z LO N c� OU❑� U 0 J W V M � z N M � o N ;_:;- o I Q J n add U, M z 0 o � V W U OC) t/1 �N c = law U W J s- _ E .�`•. ' i 'M _ N U 'o o �m w it M M z o Z __J :i o E -� Zo e _ " U 5,g �< =° 0K o E a� aQ �o aZ �W n3 U) 0 Z Z <m �Z U, Q T 3 o w g a0 z gZ az N W = U aW r� s3 O r �r p O W o,¢ za '0 x 0§ U y M N=�/ L Al 0) M W @ .- o O Y O O ^\ IM E O �. r co Np ,� = Nt r LO LO o r- M T a� r co co .. o E � Z c 3 r E O y N �' z f0 a E 0 0Q o c JOB NO : 20-6227 SCALE : AS NOTED SHEET NO. W P -11�-a (D 0) PRIME A3 ... � ....................... . ................................................... . HD210-2 I 11-1 - - -- .--1-2- �-r �, I I 10- , I'�� I'll, FL1 7244.1 I ....... -.1 ... ... ... - ...... -- ............ I ......... -1 .... 1.1- ............................. FL17232.3 . i ,-, -, - - , Fgp "M `1 � - ,W--- i --l- i jp&- Ig Ilf-lM"I7-'l ,� �, I - X - - , 00 KI 11-5111 � ,-- 4M = - I I "'. , 111 iNIORM-9 00, 10 " - -.- I -,�-- � ESR-3455 12/3112020 3 11 ... I ............................... ........................ �. ........ 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" i ii July 8, 2020 � � i : l � � I PRODUCT APPROVAL SPECIFICATION SHEET(2018) � ----- .. ... ----------- --.- .. .... �-.,-----��-----------,-,--,---,----�,-�,�---,,�,,,�-----.-,,�,---,-,-�-�-;,,---,--,,�,--,-�--,,-.,--� ----- - ------,�,.-,,---,---,,-,,-�--�-�,,----�---,-�,,-----�--,,��,-,�,--,,-� --�,.-,,-.�,-,-,.-"--,-,-,-�,,-,�-,-�----,-��.1-11i� I � t I : As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approi,al numbers on the building components listed belowif i � � , i they will be utilized on the construction project for which you are applying for a � I � � : c- (n -F0 (D -I-- -0 > I " :E S L- 2 lc--) a) 0-= (1) o 2 = C6 -0 a- . - (3) (3) a) -(15 .., := Cl) (1) -0 0 -0 -0 - = 0 0 - = (1) L- 0 C1 = 0 �: = = .0 LL- - co o -4� 4- CID M C) > .U) -0 2 I (D L- (D L- .U) U) -6-' (D- ,2 Co C) C- co -6� - �- -0 .C= Cf) < i99MW9A0ff . 8 11 � ,a. - � I ..."iii, , 1-11111 r-ir------%. ,,,...V is �� -- - 4:�� T'a", ..... .. '', I I , i --r --- IV - -,--" A.- -- -- F -.5��, ," I I -tk� - '11,011,11,111,111,11a littilli Mounting Brackets (10 QUO,* +1a4x+112*'x2120 IT I --�a 010 - 11 � 11 � &Kk Cross Support . I I I 1 I - Imay be cut -tio, W) -dule - L I I !ieeAnchur 5-.hL I I 11 11 11 ill I I � u ) ii i � I I ftlght0za(ket(l,bG.a',g6 I , HD212-2 ... ..... - ....... .111.1..-ki�i . ........................... - ... . ......... 11, .... - I ..... - ...... - ...... I .. ... - .............. -- .... � .......... . ...... I ...... I ... - .. . ....... � ...... HD26 � ... -- ........ --- '- " b � ... � ..... 1.-...-.--...--- ....... . ..... -...... .................. . .... 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I .................. 12131/2020 HU212-2 HU216 HU216-3 HU26 HU28-2 HU410 HU412 HU610 HUCQ410 FLI 0956.4 FL10856.5 FL10856-1 FLIC856.3 FL10856.4 FI-1085&9 171-1085&9 FL10856-10 FL11468.11 ESR-2549 ESR-2549 ESR-2549 ESR-2549 . ESR-2549 ESR-2549 -.... ESR-2549 ESR-2549 SM200804 - 12/31/2020 .... � ... � ........ � ....... - � - I 12/31/2020 -i]��jii , , ... .......... � ...... � ......... . .......... �� 1213112020 .......................................... - 1213112020 -.1 .... - .... r .... 1- . ............. 1- 12J31/2020 i�j§ii �6- .............................. 12131/2020 ............ . ....... . ...................... 12131/2020 Category/Subcategory - Manufacturer Product Description 'Approval Number(s) Test Pressures ; Exp. Date ; 1. EXTERIOR DOORS - I A. SWINGING Then-naTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.01-67.0 psf 12/3112021 ThenriaTru Firber-Classic and Smooth -Star (NON-IMPAC1) FL204611.6 +67.0/-67.0 psf 12/3112021 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.9 +67.0/-67.0 psf 12/31/2021 ThermaTru Firber�Classlc and Smooth -Star (NON -IMPACT) FL20461.14 +67.0/-67.0 psf 12/31/2021 HGA10 ....... � .. . .................................. 1----.- ... � ..... - .... - HGAM10 - FL17699-1 ... 11, ........ I ....... � ......................... � ... � ... � . . ............................... � ....... FL17699.1 Evaluation BT!pq . . ..... . .. . .. ..... ...... .... � ................................................................... . . � ........... _,. � .. ............. Evaluation ITort 1213112= ......... I ............. � ....... ............ 1?�3112020 - HGA10KT HGAM10KT FLI 1470-4 FL1 1470-4 SIM200803 SIM2,00803 12/3112020 .... I ....................................... 12/311202D ThermaTru Classic -Craft and Benchmark FI-15225.1 +67.01-67.0 psf 12/31/2021 ThermaTru Smooth -Star and Benchmark FLIM5.5 +67�0/-67.0 psf 12/3112021 ... -- ...... I .............. HHCP2 l4fokj. ................. 1--.1 FL17236.7 ... --.- .... ..... I .......... ff�4... .... - ...... . ............. ESR-3448 ....... . ......... I .... ........... . ......................... � .... . ........ � ...... � .............. . .... . ...... . . .. . � ....... . . .... . ....... � ................... . . Evaluation Report 1213112020 ...... � .............. . . � ...... . ........ 12/31/2020 HGP2 HETA16 FI-1 0447,2 . FL1 1473-5 ESR-2551 . SM200802 .... 12/31/ZTO- i iil��' ThermaTru FiberClassic, Smoothstar, ClasslcCraft, Rustic FL7640.1 +67.0/-67.0 psf 12/31/202 1 BoltI I I I I I 11 L � 1 W IN& A,32SQ liv. I �, I I . - � I HTA20-18 I ............. . ............... � ...... I ........................... . ...... � ....... HTT16 - FL17680-4 .... � .............................. � ........ . .................. � ..................................... FL-17324.2 Evaluation Report . ............ ......... . ... .. . .. . . .............. I ...................... . .. I ........ . � ... �- ........ I .............. � ... 11 ...... .... ................ Evaluation Report 12/31/2020 ........ .. . ......................... � ...... 12/31/2020 - HETA20 HTT16 FL1 1473-5 FLI 1495A SIM200802 ES-01 30 - 12131/2020 .......................... ............ I- 12/31/2020 I B. SLIDING MI Windows and Doors Series 420 FLI 533Z 1 - FI-153315 +40.01-40.0 psf 12/31/2020 HTT45 FI-1 7324,2 Evaluation ort 1213112020 HT1722 FL1 1496.1 ES-01 30 1 0 PGT Series 5570 FL251.10 4/14/2021 ., Myp-) 0 I I L - I I . . ............ I ... - .............. I .... -- ... �� .... � ... � ...... � ......... . .... � . HTW16 ..................................................................................................... FI-17244�8 ......... I ................. ....... ...... ....... -� .... ... ... .. -.........- ... --fq ..... 11, .... 11.1 ..... I ... ... .... I ...... I .. ... .. - ......... I.- ESR-3455 ..... . .. � ... � . ...... � .............. 11 ... 1213112020 HTS16 FI-1045&22 ESR-2613 .. ... i iil�� ... C. SECT1110NAL Clopay Building Products Residential WindCocle Doors W5 (8X7) FL15279.37 +30.01-32.0 psf 5/2112028 I% 0 1 ; 0 1 1 LL I - 1 14 Self-Dillirig _1 k�� krms ... I ....... � ............... � ....... . .............................................. HTW20 ...- ........ -, ... .... ..... I-, .... I-- ... I....., - ......... I ............... . i�d- ...... . "... ... ..... ..... ...... ................... Htw, i� . . . .................. �, . ........ . ...... I ... . .......... . � ....... . .. . .......... HTWM20 ................... .......................................... . ................. . ................... FL17244,8 ......... I-- ... --- . . .. ....... I ... 1.1.1, ... I ...... .... . .11 .... 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METAL LOUVERED DRS Curries Unision of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL1 1537.1 - NIA (see inst sht) 12/31/2025 HUGT2 ........ . ........... --- I i�� ...... . . � ... I .... � ...... I ... FL6223-3 ... I .......... � ............ � ... -i�i.� ................. 1.11 ..... -- ... � Evaluation Report ........... -- ............... - ... I ..... I .............. � ............. I ............. -.1-1 ............................................ I .............................. Evaluation Report 1213112020 ................ -..... ..... �. .... 11 ... I 12/31/2020 HGT2 HGT3 FL10456-18 FL10456.19 ESR-21951 3 --i�iji/�d ESR-2613 1213112020 - -- I . 1 0-51r- 1, 'L I I I A/C Urk $mvm Edge 1 1 L 4 2. WINDOWS HUS210-2 FL17232.9� ESR-3445 1213112020 HUS210-2 FI-10853-114 -- ESR-2549 12131/2020 A. SINGLE HUNG MI Windows and Doors Series 185 FLI 7499,2 +50,01-5&0 psf 1016/2023 11 r . a � � 11 � Hurricane Strop 1 1 - (Typica 1; 3 In front) I I # � I Warshem 1 - L Front Cross Suppcl�t . I � Self-Lbickinq NUtSL I Imay be,cut tow) - ....... . . .......... . .... I .... � .... I .......... � ...................... . ......... HUS212-2 ..... I ...... 1. ........ 11 ...................................... - ............ 1. .................... . . FL1 7232.6 . - ... . ........................................ I ............................. I .... 1� ..... I ................ I.- ........... I ... � ............ � .. . ........................ ESR-3445 .." ......... I ........ -.1 ........... . .... 12/3112020 HUS212-2 FL10856-11 ESR-2549 -.ij� iil- ....... I .... ... 2020 Z PGT Series 5500 FI-239�7 7/3012020 HUS25 .. .. I— ... � .... ... ... l� ..... ......... L ........ . .............. HUS28 FL17232.6 .1 ... 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ESR-2549 -.,.,12131/2020 ESR-2549 12/31/2020 ijijiijd�' ........................................... . i��i �&* PGT Series 5520 FL243 4/30/2025 D& MULLION MI Windows and Doors SeTles 5764 FLI 5353.2 NIA 12/31/2020 PGT Series 5500 FL261A NIA 5/2612021 1 E . OTHER L Left 8ii (1 6 Ga uge) , 'if W$t -0t11l"Rr#voThruftcI1i Back Cross Support Into A/C Unit Ocittom Slde� I ........... ....., ...... - .... J . I ... - .......... I ........... .............. ........................... � ........................... . ............ .............................. JUS26 i �j��- .. . ..... ........ . .. .............. I ............ . ffii .id . ........ - ..... --.....'.. ................................................ . .................... � ......... . ...... - .... � .... � .. R-17232- 11 . * ... . .... - - * - Y�� i i . . ..... .. ..... ...... I-- ......... I .... --.1 ............... � ..................... � ..... -- ...... ... .... --.- ..... -I.I.- ... 11 ..... -........ .... I ....... 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I ... � ..... -, .... 11 ... ... I ........ - ......... -.1-1-1-11, - FI-17244.18 ............... .... .... .. ....... !��.i�� ......... . . � .......... I ...... ..... .. I-- ... 11 li.6 .... I ....... � ......... � ...... ESR-3455 ................. .. .......... L .......... I .......... I .......... 1.1�� ..... I ... -1.1.1 ... - .... I ... ..... ........ - .............. I.... ...... . . . ... . ... ............ .............. . I ... I .... "....... .... I ..... I ....... . ....... � ................ --f ... . 1213112020 I ... ji� . � i��i� --i]��iji��- LSTA1 8 - LSTA24 FL10852-4 FL10852-4 ESR-2105 ESR-2105 . -i�ijii�d 12131/2020 ................ � ............................ 12131/2020 A , ASPHALT SHINGLES - GAF 3 Tab, Dimensional FI-10124.1 N/A 1211612022 B. UNDERLAYMENTS Temko 151b Felt Underlayment FL1232&6 NIA 10/18/2021. L ......... � .... I ............ [ - - .. .. . . . ... . ....... ..... Y� , 1111*111111111*111 i� **"***' '- .... ... .. .. ---- 1111,11, , * ... ... *+'**"* . .... **-- ... -- -1-2,1 ... * LSTA30 FI-10852.4 ESR-2105 ,� ... � ...... � .......................... �.. C. ROOFING FASTENERS NOTUSED I I t4�6" .1.11-1.1 ... � ................... 1. ... I ............ . .. --- ................ 11 .. .. LTS19 ............................ ff - ........ . ........... -1- 4�[i ii§- ... .. .... .... .. ..... I .......... I ... . .... . .............. ..................... � .................... I FL1 7219-2 ....... . ...................... r .. ii�� ... 11.1 ... . .... . ........ 1- ��----- ............... - .... .... ........ � ............. � ...................... R ... 6 ....................... I .......................................... - - ......... . .. . ... - ......... I ........... ..... ........................................ --1 ............... . ......... .. . . ............................... I ... ER-0200 31-1,2,020, .... . . . ... ijijlj�� I ........... . . . ... I ....... � .... . ....... I 12131/2020 LSTA36 - , L1719 LTT20B FI-10852.5 FI-1 14963 FLI 1496.3 ESR-2105 ER-1 30 ER-1 30 12131/20?9 ... .-i]��.ii ....... - ................................... 12/31/2020 mi D� ROOF VEN11LATORS Thompson Arch Metal Comp. Off Ridge Vents FI-16918.1 - FL16918A N/A 919/2026 - Florida Metal Products, Inc Vent RV 10 FL215K3 N/A 12131/2020 Lomanco, Inc DA-4 Exahust Vent FLI 7202 1 NIA 7110/2021 Florida Department of Business & Professional Regulation Page I d2 .................................. . ............ � ........... .. ............ . LTT131 .. . � .... ... . . .... . ................... ............ . . -,. FI-17219.� -------- -- * ... * . ... -1 ...................................... . .. I .............................. I ... . ................. . .... --.. ....................... .......... ........ ER-0200 -.- ....... I ...... --.- ... I"... .... I 1213112020 LTT131 FL1 1496.3 . ER-1 30 ..................... � ......... . ............ 12/31/2020 Building Codes and Standards 3128/2018 . . ............ I ............................... - ......... - .... - ............. � LPN12 ................ r ...................................... . .......... . ................................. 171-17244�8 � .............. � ....... � ............ . . . ........................ � ............ � ... - ....... � ........ � .......................... � ..... � ................................... ESR-3455 ....... � ....... � ... � ... � ...... -- ... � ... - 12/31/2020 LTS1 2 FL10456-29 - - ESR-2613 .... -11 ....... 1.1-1-1.1-1.1 . ....... 121311202G E . ROOFINGTILES Boral Tile Villa 900 FL7849.27 - FI-7849�28 N/A 12131/202!0 Boral Tile Saxony SW FL7849.16 - FI-7849.20 N/A 12/31/2020 Product Approval Application Detail ..................... . ....... Co. L�� .............. I ..... I ........ ...... � ....... -.1.11-.1-1. . ��J ............ -1- ... I"... .... I .... I- ................. 1-1.11.1 ......... - ....... I ............................ I .......... I ...... 11 ..... I .............................. I ............................. ESR-3447 I ................ I .... I ......... -- ...... 12/3112020 LGT2 FLI 1470-7 . SM200803 ......................... 12/311202D I ... I ...... I ......... � ........ - MP3 ..... I .... I ... 11 ... I ......... - ............... ... ... . ...... FL17244.22 . ..... - ..................... - ........... 1- ... I .......... � ......... I ........ . ............. ESR-3455 .......... . I ...... . ........................ I --- � .... 11 ........ ... 12131/2020 .. LS30 FL10446.15 ESR-2606 , 12J3112020 F. METAL ROOF Gulf Coast Supply & Manufacturing, LL 0.032" Aluminum GulfLok 16" wide roof panel FL1 1651.2 R3 N/A 4/12/2024 41 - iYj - E.�4� i��jiij. A34 FL1 0446.3 ESR-2606 V�i�zvzu '� Code Ent1tv or DateData Dab Pendina Date Type version Manufacturer Contact Enalneor & Uicense Validated By Validated Submitted FSC Approval Approved Status Revision 2017 Gulf Coast Supply & Manufacturing, LLC. Eng David Darrial S. Kuhn Locke Bowden P.E. 10/1 2J2017 1011012017 10/17/2017 1211MO17 Approved Category: Rooling (352) 498-0778 PE-75519 (334) 300-1800 Subcategory; Mete] Roping info@gulfcoastsuppty.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida I MP4F ...... . ........ . .. . .. - ...... MP� ......... I ...... . .......... I .... FL17244-24 ... I --- 1- ... ... -, .... f�. � ... I ...................... - . ESR-3455 .... . ............ - ............ 1. ..... I ................ I ........ I ..... -, ..... ..... ... 1.1--11 ............................. --.- ..... -.1 ......... -- .. . ESR-3455 1213112020 ...... 1---l- ......... . ...... -. 1213112020 - LTP4 LS50 FL10446-19 FL10446.16 ESR-2606 -.- ESR-2606 ��311X-FO f j-1/'2',0,2'0-1 5. SHU17ERS - MPH3516 ..... . ... . ......... � ..... M. .i.�i ...... � ... . ............ FL17240-3 .......... . .... . � ....... � ............ . ..... � ....... . . . ................... I ........ I ......... FL17244 18 I ESR-3447 ........ I . ........ . . ....... ...... . . I ....... I ................. . I .... I . . ...... .............. -1- .... 1-1.1 .... � . .......... - . ...... - ..... � ... . . .... ESR-3455 12131/2020 ..... .......... � .............. . ..... 12131/2020 WMJ416 MSTA12 FL10667.86 FL10852.8 ESR-2615 ESR-2105 12/31/2020 ..... ijdijl�� ... A. STORM PANELS Global Protection Products Gahoanized Steel Storm Panels FL15076.1 - FL150761 N/A 12131/2020 All American Shutters & Glass Gahanized Steel Storm Panels FL1 7869� 1 N/A 12/31/2020 MSTA15 .." ...... 1. ............... ��.d ............ I ....... ...... FL17244.18 ... ....... I ........ ............ ffi� ill ........... . ... ........... --.... 8 - ESR-3455 ....... I ...... I ....... . ....... � ............................ - ................. ........ ..... �, .... .. I".., .... I .... ...., ....... � ... 1-1- ..... - ...... I .... -.1 ... I ESR-3455 12/3112020 .......... I-- ..... � ... I ............... . 12/3112020 MSTA15 MSTA18 171-1085Z8 FL1 0852-9 ESR-2105 -.- ESR-2105 -- - 12T311:K0 .......... 12/5 .... lk - 6. STIRUCTURAL COMPONENTS ProfessionalEngineer I'll , , - "l-l" " - ", - - - `� " ,--,;-��-, -,�-,", ""-,-"",;"-,�-�,,,_-�,,-,,,��,�,,, ,"',", , ",--'--,,-,-,,-,-�-,,..��"i"",""-�-,',',,,'�,'.��,, , �,,�-"�,�',��,:�"-,q,�",",��,�,"�,'-'Z-,', I ;Al '1�1 , I I I I "'' "".--, ...... . .. �', � � i, " �� - , ',',,, ,,- , �, �� !�Z "', � - --', ,� -1 I , , --111"-�`:', �'11' ,�',-',,,-,,'�,�--",��,--,,-,-�-,,;,,,""",-",-��,,'z�,�";",-"",-- � " "A -1- I , ,,,, , ", ,, -, - , .: ... ��'�- ,��,,�-�-,�-�,�7.��,"�,"C'��,,,Y,,,��,,,�,,,��'� �� 1,'�,-)�,,,�"-- "'��T�,�l,-��,��,-,,!- -A� - 1-1-1-1-1- �� , . - - -1-- ��"-,� � �� ... .... �,,�,,,-� ��-' , - I. - , - - - ", I - �1� � �11, � , Quality Assurance Approved for Use Approved for Use Impact Deslan Sea # Product Model, Number or Name Product Description Contract Expiration Date In HVHZ Outside HVH Resistant Pressure Min 0.032" 5 V Crimp Aluminum Roof Panel Yes 1 0.032" Aluminum 5V Crimp 0411212024 No N/A ,NYA/ over 15/32&quat; Plywood -108,6PSIF 2 0.032&quot: Aluminum Gulf Link Min 0.032" Aurninurn Gulf Lok Iftluot: Wide 04/1212024 No Yes N/A +N/A) Roof Panel over 15/32" Plywood -116.OPSF 3 1 " 24ga. Gulf Snap J" Gulf Snap 24 Ga. 17" wide RoofPanel 04/12t7Q24 Yes Yes N/A +N/N--131.OPS over 15/32&quot: Plywood 4 I" 24ga. VersaLoc I" VersaLoc 24ga 16.5&quct; V%Ade Roof Panel 04/1212024 Yes Yes N/A �N/A/ over 15/32&quot: Plywood -138.5PSF 5 1&quat; Versal-oc 032" Aluminum I&quot: VersaLoc, rrin.032" Auminurn over 04/1212024 Yes Yes NIA -WA/ 15/32&q uot; Plywood -iol.opsr 6 1.5" 24ga. Gulf Snap 1.5&quot: Gulf Snap 24ga. 1 6" Wide Roof 04/12r2O24 Yes Yes N/A IN/N Panel over 15�32" Plywood .116,OPSF 7 1.5" 24ga Versal-oc 1.5" Versal-w min 24ga. 16" wide Roof 04/12/2024 Yes Yes N/A 'NIA/ Panel over 15/32" Plywood -123.5PSF 8 2&quot: 24ga. Megal-oc Min 24 Ga. 2&qu 0; Megal-nic 18&quot: wide Roof 04/12/2024 No Yes NIA -Nhk/ Panel Over 15t.32" Plywood -108.5P,9F 9 24 Ga. Gulf Lok Min 24 Ga. Gulf Lok 1 6&quot� wide aver 15�32" 04/1212024 No Yes N/A +N/A1-95.7P,9F Plywood.... 10 24 Ga. Gulf Seam Min 24 Ga. Gulf Seam 16" Wide Roof Panel 04/12/2024 No Yes N/A ,NIA/-93.5PSF over 1x4 Wood Fludins over 15/32" Plywood 11 24 Ga Gulf Seam Min 24 Ga, Gulf Seam, 1 3/4&quct: Snap Lock, 04112/2024 No Yes NIA +NIAI 18" Wide RoofPanol over 15132" Plywood -108.5PSF 12 26 Ga. 5V Crimp Min 26 Ga- 5V Crimp Roof Pan el over 15/32&quot: 04112/2024 Yes Yes NIA -N/A/ Plywood.1%5p8p 3 20 Ga. 5V Cri p Min 26 G:+ 5V Crimp Over 15/32" Plywood 04/12/2D24 No Yes N/A -N/AI-131.PSF I m 14 26 Ga. 5V Crimp Min26G . 5V Crimp Roof Panel over 1x4 Wood 04/12/2024 No Yes N/A -NIA/ Purlinswar 15/32" Plywood -156�5PSF 15 26 Ga. Gulf LQk Min 26 Ga. Gulf Lok rI6" Wide Roof Petrel over 04/12/2024 Yes Ye's N/A +N/Al 15/32" Plywood -161.OPSF . .... I . ...... .... ........ - . ......... 1� ......... I .. . . I ...... .....- .................. . . . ............. . ..... . . .............. � .. . MSTA36 ........................... ia§f ...... � ...... � .......... ................ . ...... 1-1- ....... . ........... - ... � ............ MSTC52 ...... -.1-- ........ 11 ... I ... � ... ---- ........................ . .......... � .... MTW12 - ...... 11-1 .... ...... .... -.1 ... . .... . . ................... . ............. I MTW16 .... I ... I ...... I .. . ......... mz�.� .. . ... ............ I .... . .. ........................ I . .... i�i� .f&- ......... � --- I ...... -1- ....... ..... . ...................................................................... . . . . � .... -- R-17244-18 ............................. - Yj4l -1-11-1 ......... 11 ...... ........... ................. - .... 1- ..... -1- ....... � ........... � ...... -- ..................... FL17244.26 .... � ... � .... .. ---.- ..... I.- ..... I ..... . � . .......................... I ..... I .............. 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I .......... - ...................... ESR-3455 ... I .... ....... � ... ...................................................... � ..... � ........... � .... � .... I .. . .............. . ...... .... � .................... � ..... . . . ............ ESR-3455 , --, "' , , , * " ,- - * "" ** .. .... - - , , ESR-3455 .... i. . . - �iji! b I ........... I .... - 12JMi�b�' .. . .......... � ............ � .... I ..... 12131/2020 ...... I ....... I ...... 1.1- ............. � 12131/2020 ........... - ......... --.1-- .... 1213112020 ... ... � ..... -1--.11. . ...... . .... 12131/2020 , - - - 12131/2020 MSTA24 - MSTAW - MSTC40 MSTC52 MTS12 MTS16 MTS18 FI-10852�9 FL10852.9 FL10852.11 FL10852. 11 FI-10456�33 FL10456.34 FL10456,35 . ESR-2105 -.- ESR-2105 -- ESR-2105 . ESR-2105 . ESR-2513 ESR-2813 ESR-2613 ..... . � .................. � ................. 12131/2020 ....................... . I ...... � . ...... 121311MM .... . .. � ............................... 12J31/2020 .... i��- ....... . . � ....... � .............. . ........ 12J31/2020 ..... fji� �, ... I ................. � ....... ... ... I ..... . .. 12/31/2020 A. WOOD CONNECTORS/ L - ----- - - --'- - - -- - -- -- ' USP Structural Conn, see chart I ANCHORS S impson Strong -Tie - see chart B� TRUSS PLATES ITIN Building Components - Alpine Truss Plates FLI 999.1 - FL1 999.4 N/A 12/31/2020 MITek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 1/1/2023 C. ENGINEERED LUMBER _ Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527A - FI-6527�5 N/A 3/3112021 D . MATERIAL Cast -Crete Corp. Hiah Strenoth Concrete Lintels - - FI-158.1 N/A 5/21/2022 MTW20 ......................... . ...... . ...... . .. � .................. . ......... � .... -.1-1 MUGT15 - FL17244-8 - ..... I ....... I ....... I ... - .... � .... 1-1.1.1 ... -.1. ...... I .... - ............ . .. 11 ..... I . 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ESR-2616 12/3112020 .................... . ....................... 12131/2020 PAU44 ...... � ................. � ........ � ...... � ..... � ...... .... � ....... ............... PAU66 -.....1...-- .... - ... ----- ... 1.1.11-1 .... 11 .... � ..... PHD2-A ...................... - ... . ............... .1-11-11 ... � ......... � ....... � ..... PHAJ3516 .... 1- ....... � ............... I ...... 1-1---.1 .... I ...... - ... 11 ...... RFUS I .... I .... I ....... � ............. I ... . 1-11.- ... � ..... � .......... . .. � ......... -.1.1 RS1 50 111.1 ........... I ...... I .... 11 ..................... � ... � .................... ...... RT15 ... . .................... . .......... . ....... - ........... ........ ........ � .... � RT16-2 ....... � .... . ...... �� ............... ...... . . � ................ -- .. ...... .. .. I RTIGA - FL17239.13 ... I ............ . ......................... I ..... . I . ... .......... . ..... . ...... I .... � ... -- ..... 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ESR-3455 ................... � .......... � ......................................... . .......... � ....... � ....... . ................................ � ................................... ESR-3448 .................. � ........................................... � .................... � ......................... . ............................................ � ............. ESR-3448 - ... . - ................. . ..... I ... I ......... � ........... 1. ..... --.1 ..... � .. ........... -- ................ � .......... - .... � ............................. ESR-3448 12/3112020 � ...... 1.1--.1 ..... ----...... 12131/2020 ........ I ..... I ... ---- ........... - 12131;2020 .............. . .... . � .... � . ............ 12131/2020 .. . ........ . ................... � ........ 1213112020 ....... . .. I .. . ......... -, .... I ... I. 12131/2020 ...... I ............. I. 12/31/2020 11 ................ � ..... .... .... I .... ...... 12/31/2020 ...................... � ........ I ........... 12J31/2020, HDU2-SDS2-5 GLTV3.516 - FGTR CS16 H1 H10 H10-2 HIGA - H3 FL10441A FL1 0667-8 FL1 1473.2 FL10852A FL104,%,5 FL1 0456.6 FL10456.7 FL10456.6 FL10456-13 ESR-2330 - ESR-2615 SM200802 - ESR-2105 ESR-2613 ESR-2613 - ESR-2613 . . . . . . . . ESR-2613 ESR-2613 12/31/2020 -� ..... � ..... - .... � .... i�i�112020 ---....- ...... ...., ... I....", ... ... 12/311202D ............. . .. I .... . ..... I ............... 1213112020 ......... I .... I ..... � ....... . ............... 12131/2020 . . ............ L ....................... I .... 12/31/2020 j�jjjj �j' ...................... ........ � .1- .... - 12/31/2020 -i ii. .1 I � � � � 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 I i 1 i � I ,- 1. 11 1-11-1- i information must be axell able to the inspector on the jobsite; 1) copy of the product approwl, 2) . ; i I ! 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H4 H5 FI-10456.14 FL10456-15 ESR-2613 ESR-2613 12131/�020 -1 ...... -.1-1 ...... I ... I .............. 12131/2020 RT5 I - --- FLI 7238.3 -- ESR-3448 12/31/2020 H2.5 Fl-104513A1 ESR-2613 12131IX20 -- I � I I I : 3 � ' : ; 16 26 Ga. Gulf Lok Min 26 Ga. Gulf Lak 16" Wide Roof Panel over 04/12/2024 No Yes N/A -N/AJ-63.5PSF 15/32" Ply ood w- 17 26 Ga. GulfPBR Min 26 Ga. Gulf PBR Roof Panel over 15132" 04/1212024 No Yes N/A +N/Al Plywood-154.7PSF 1- .... I .......................... .................................. .............. . ................. Ei�� .. ............................. . . . . .3 ................. . ..................................................................................................................... � .... � ................... I ...... ESR-3448 ........ I ... --.1 ........ � ............ . . 12131/2020 H2.5A FL10456-12 - ESR-Z1 3 - ijijiijOb ... 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I 12/31/2020 H8 SPI FLI 1470�3 FL10456A1 - SIM200803 - ESR-2613 -.,�,�JT - _ ;56M � .................. �- ....... � ............. 12/31/2020 SPT22 FI-17244�30 ESR-3455 12131/2020 SP2 FL10456-42 ESR-2613 12131/2020 -- Florida Department of Business & Professional Regulation Page 2 af2 Building Codes and Standards 3rAM18 .......................... . . .§ ...................... I ...... ... I ..... - ................. I ..... I .................................... I ............ I ...... - ... --- .......... I SPT4 .................................. -- ........ I ... SPT6 - ... 1-1-1 ...... . ..... . .. I .... I"... ..... I ... -.1 .......... .. I .. ..... � . SPT8 ..... . ........................ :��ji .. ........................... ............ . .................. � ........... � ..... - ............. � . . ............. ........... FL17244.32 ....... � .... ...... I ... � ......... � ...................... 1- ....... L .... � .............. � ........... I . FL 1 7244.32 ..... . .. . ...... I ......................... . ........... I ... I ... � ....... - ...... � ............. . ..... R-17244-32 .... I ............ . ...... I ... ............................ � ... �, ............ . . I-- ...... 1- ................ � .... - .... � ..... . .......... � ... � ............... I .... ESR-3455 ........... � ... L ..... � .. ... .. ............... � ..... . ................................. . .... -- ......... . ............. � ...... - .. ..... I ........................ - . ... ESR-3455 .... -.1-11, ..... I......- ....................... I. -I ............. � ......... --- ..... . ..... . .... � ............................. � ............................. ESR-3455 ........... I .......................... � ................................... � ........................... � ............................ � ...... � .......... . ............. ESR-3455 �....., ............... I .... ....... ...... 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Gulli Roof Panel over 1 YA Wood (141122024 Yes Yes NIA -NIA/ Purlins oveir 15f32&qucd: Plywood -15l-7PSF Is 26 Ge- GuIfPBR Men 26 Ga. GUIIPBR over l5f32" Plywood 04A22024 Yes Yes N/A -NIAI -154.7PSF 20 26 Cla. GuIfPBR Min 26 Ga- GtAPHR over lx4 Wood Purfins oveir 04fl =024 No Yes NIA -NIAJ 15)32" Plywood -151.7PSF 21 26 CA. GuffRb Min 26 Ga. GUI!Rib over 1x4 Wood Purfins over 0411212024 No Yes NIA -NIN 15f32" Plywood -1641PSF 22 26 Cki. Gu[fRib Min 26 Go. GulfRib Over i5W&qud; Plywood 04112rZM No Yes NIA -NIN -159.2PSF 23 26 Ga- GulfRib Min 26 Ga. GudRib Over 151323.quot; Plywood 04fi212024 Yes Yes, N/A -NIAI -159.2PSF ........... L .. ............ .... . .... � ...................... ....... I ... ... ........... -ffi� �. ----- ...... . ................. ,13 . I ...... . . �... ........ �� ... . ........ I ......... � ......... I ......... -1.1.1 ... 1.1 .... -.1.1 ..... - .... - ..... I ....... � ... --- ..... � ... - ... - ... ....-.". ESR-3445 I .... . - ......... I ....................... 12/31/2020 HHUS28-2 FI-101355�3 . ESR-2549 ..... -- .......... . ................... - 1213112020 =:3 +- (D (D = U) CIO ... I ........ . ............ THD28 ' b�� ... ... ... .. .... .... FL1723216 ....... .......... . . . ... Y 1�i6 ......... , , ESR-3445 - """"' , "' -- , E*S''R' ....... 3,44-5- , - .. .. ... " ' - - 12131/2020 ...... .. -.1-1 .................. - J�i(31/20M HHUS410 HGUS5,25112 FL10655-4 FL114ffl-11 ESR-2549 SIM2008M -- 12J31/2020 .......... . ............................... 12J3112020 THD41 0 ... -1-11- ... .....----..- ........ I .................. -- ........... FL17232-16 11 ..... . . I .... I ...... .11 ..... I-- ...... 1---l.... ...... . .......... � ................ -. FL17232-16 ESR-3445 11 .... . ... I .... I ... - ............. 1.11- ............ � .... � .. . ..... ......... - ......... � .. .... - ....................................... � ..................... -- ESR-3445 1213112020 --....- .. . ......... 12/3112020 HGUS414 HDQB-SDS3 FL11468-10 FILI 0441 -1 SIM200804 - ESR-2330 12/31/2020 - ............ � ...... � ........ � ...... � ... � 12/31/2020 I .... -.1 ... - .... -1-1-THD412 I... D612 .. . ........ � ............ � RiT. ...... .-I.- ... ...... . .... I . . ........... 6. f��... ....... I ...... I ........ FI-17232.16 ..................... .... . . I . ...... .............. .... . . .......... Fl-iyffi'� .... . .. , , , ... iE .� .. . . . ............. . .......... . . ESR-3445 - -, - ,-,-- - - ---- . . .... E- ... S ... R-'--3*",--5 . .. ...... . "' '- ...... .... .. -*-* .................. I ................... I .................................... .......... � ............ I ................... . ........ . ...... - ..................... 1--.. Evaluation Report 12/3112020 -1-2, .... 1-3" ... 1-i2*62-0 I ........... I . ............. 1-1--1 .... 12/31/2020 MSTAM24 MSTAM36 MSTCM40 FL11473-19 FI-1 1473-19 FI-1 1 473,19 SIM200802 SIM200802 . SIM200802 12/3112020 ,-..i.j/j.i&/w�Mommqmqo&�pT&wqepw..� ................................... . ........ 1213112020 24 26 Ga� GulfRib Min 26 Ga- Guff!Rlb over Ix4 Wood Purlins aver U4112rZO24 Yes Yes NIA -NIN 15132" Plywood -164.2PSF 25 29 Ga. GutfRib Win 29 Ga. GuffRib Over Ix4 Wood Purlins oveir 04112=4 No yes� N/A -N/N 15f32" Plywood -123.6PSF 26 29 Ga. GulfRilp Min 29 Ga. GulfRib Over 15/32&cluct; Plywood 04/i2/2D24 No Yes NIA -NJA# -146.OPSF ............ � ...... � . . ........ . .................................................. UPHD8 I ....................... ......... . ................ .......... . .... I ... ... ..... .. .......... .. .. .. .. I .... . .. ............... � ................. 11 . F1-17211§�5 '"' . . - ........... ....... .... ... ............. -...... .................. ......... ................................... - ............... ,� ............ --.1.1.1 ....... ......., .............. .............................. � .. ' * ER-0200 ......... ....... .............. 11-.1 ... 11 ... I ..... 12/31/2020 HHETA20 FL11473.9 . . . . . . . . . SM200802 ............ I .... . ...................... - 12J31/2020 IM11111I1111111111II11111III1I CU > 0 L- CL ....... �� .............. . ...... I - . .... � -, ... .... ........ ---- I . ....... -- I � I ... I ... - .............. -..- ...... ..... I ...... ... I.......I.--.1- ................ � � ....................... -.1--l... .... - ..... � ......... � ........... � ... .. ... - ....... LGT3-SDS2-5 FL1 1470.7 . SM200803 ............................................ 12/31/2020 .... -.1 .............. . ........................ ......................... - I ...................... ..... I I -- ........... I ... I-- - -...-...-.-..--.1- ...... 1.11.1.1.11 ---- ..... --.1 ... I ..................... I ............. I . ....................... I ........ I ...... ... - LGUM26-2 FL11473-12 SIM200802 I ... I . ............... . .................... 1213112020 - - - - - _ - I 27 29 Ga. GultRib Win 29 Go. GuIIRIb over 110 Wood Purfins over 041122024 No Yes NIA -N/,V 7116&quct-, O.S-B. -101�opsl` 26 29 Ga. GulfRilb Win 29 Ga. GulfRib Over 7A 6&quol; O.S.B- 041122024 NO Yes NIA -NIN -116.OPSF 0 OL < - - -- - - - - - - - - - - - --- " 4-- 0 I SearchLCriteda 1 1 Cod version: 2017 FL it. 11651 AppLation Type: ALL Product Matinufacturer:. ALL Category: ALL Subcategory: ALL -0 0 I I I I I Application Status: ALL Comp,lkioco Method: ALL &- Quallity Assurance Bitily Contract Expired: ALL Product Model, Number w Nami ALL Product Descripff : ALL Approved for use In NVI4Z: ALL 0- Approved for use outside HVHZ: ALL Impact Resistarit: ALL < Desigift Pressunw. ALL Date Frain: ALL Date To: ALL a) V) -+-a 0 M M Code Entity or Date Date Date Pendlno Date Z= Version NWauWgt= Contact Enalneer & License Validated By Submitted FSC Approval Approved Status Revision 2017 Smart Vent Products, Inc. Michael Graham Hermes F Norero P.E. Locke Bowden P.E. oll/17nom 08/17/2018 OW3/2018 10108/2018 Approved Category: Structural Components (877) 441-8368 PE-73778 (334) 300-1800 Subcategory: Products Introduced as a Result of info@smartvent.corin New Technology --I -0 < a - F- Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Flords Professional Engineer - , ` � , ,�, " ', ,�' "', 'L, I "' ' " � L" ' , , , " ", �, I �, �, - � ; - " � 1: ... � " , I - - I � -1-1111 , � � , 1-1), -, , I � I - r--1 � I;-_- 11 I -",;, , , � _ _, -L I ,,,,-- " , ,,, -, - " ,,, ,,,, ,_ _, _,,�, , �� I - I ",--- - ` , �� ____ I -- - � , � 11 � - I , - �--,,�,-� - -,-,�,��-"""�-""",""-,�,,'�-,,,, ��`�';",�,'-,,,,,`,- -z �,�,��""O,,,,�, � ,,, �,,�g � , 'L ,�: -1�1'1,`,'-',',"- I 11 14", �- ��, 1� 1,�- � _ _ , � ... ` li - , ,,� � � ,,�,' , , , - -,, , � , - ii -,, 'i I , , " � 11 �,�,,W�,- , , " , 4--- ,�,,�� ,,, � � - *9W � , -- e, �, ,- , ,,, - . ". " , '. � ,? Quality Assurance Approved for Use Irruact §211 "I Resistant 1 Smadvent Model #1 540-51 0 Dual Function Flood and Ventilation Vent 12/31)"2020 Yes Yes NIA -100/-100 2 SmartVent Model #1 540-51 1 Dual Function Flood and Ventilation Vent 12131 =20 Yes Yes NIA -1001-100 in I �nsu�,ted Zod Vent 12/3112020 Yes Yes N/A -100/-100 3 S artventMod:�#1540-520 , -100 4 9martVen Mod #1540-521 nsu ated F ood Vent 12/3112020 Yes Yes NIA +1001 5 SmartVent Model #1 540-524 16&quct; Garage Door Flood Vent 12/31f2020 Yes Yes NIA N/A 0 " " CIO W C 5-- = < 0) �7 --J Z 6 Smadvent Model #1 540-570 Wood Wall Insulated Flood Vent 12131r2020 Yes Yes NIA +1001-100 < 7 SmartVent Model #1 540-574 14.5&qu ot; Garage Door Flood Vent 12/31M20 Yes Yes NIA N/A -.1 a_ I SHEET NO. I I I PA 1,0 ^ryya W — }a � > i � Q •+—a L_ O W 10 {.1_ Co � �J /��♦ = co\V V O 0 O O L O fe ♦t1 4/) O 'VV1/!' to W >_ O t4 4� V �/'� ) (n W O Q Florida Department of Business & Professional Regulation POW df 8 9: Building Codes and Standards 21v201a Product Approval Application Detail Florida Department of Business & Professional Regulation Pages 3w8 Building Codes and Standards y1v 0t8 Product Approval Application Detail Florida Department of Business & Professional Regulation Pap 1 aft Building Codes and Standards +/awls Product Approval Applkaflon Detail Florida Department of Business & Professional Regulation Pages l al Building Corks and Standards 115018 Product Approval Application Dshll . .Cade . • .. Entity or PAI `�8L Data Pendlna 2ALt TWe Ve I,m M hufaeyr_ Contact Enpineer&License Valldated S, Validated submitted FBC Approval Aooroved Slatug. Revelch 2017 Therma-Tru Carpmellon Rlck Wright Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 1Qf15/2017 07/122017 10/182017 12/122017 Approved Category: EMeVegas or Doom (419)298-1740 PE-43409 (813)767-6665 SubCategory: Sv4nging Exterior Door Asses bliss rickw@rwbldgwnsultants. Camptience Method: Evaluation Report from a com Florida Registered Architect or a Licensed Florida Professional Engineer FLa2MA4;2 Products :. .- ;. '`":.. i': ,,, `,•r clalityA rance Aooroved for Use Approved for Use Impact O'.1w; seoi Product Model. Number orName Product 0... dotlon Comrect Exolratlon0ate In HVHZ Outside HYNZ Raslatant Preswn 1 a. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6'8&quotNom4mpad" Opaque 12/312020 No Yes No WA Composite Edge Fiberglass Single Dow onawing/Outswmg; X conngureffon) Cam. •. - En th w � . PAI en 22k Data Pding .• gg(g. Twe Version manufacturer Contact Engineer&License Validated B, Validated SUSmltted FBCAooroyal A,w... d ststua Revision 2017 Theme-Tru Corporation Rlck Wright Lyndon F. SchmitlL P.E. Ryan J. King, P.E. 1211MO17 12/132017 1221017 02/132018 Approved Category: E)dedor Doors (419)298-1740 PE-43409 (813)767-6555 SubCategory: S3anging Ex+edw Door Assemblies H&w((jilmblogcansultents. Compliance Method: EVNluation Report from a com Florida Registered Architect or a Licensed Florida Professional Engineer 'fLa2044'F423 Prddo j' '. .; •,, •n*r, ,t" OurlitYAssum— APero weOro ruse Aooroved for Use Impact De Mon 5" Product Model. Number or Name Product Description Contract Bx Jratlon Date In HVHZ Oulslde HVHZ Resident Pn uro 1 a. There-Tru Fiber -Classic and Smooth -Star Nominal 6'841,quotNorHmpaculolim; Opaque 12/31/2021 No Yes No N/A Composite Edge Fiberglass Single Dow pnswmgiOutswing X configumbon) slalk 11tralar a go 2sk Deb pareffacs � Do min Y!di ilelOY Y� Yrl d A■jrll. 1J d� Review 2017 Them"N.Tru Capaatlwl Rick Wdght NatlnalApoedla5a& Rye. J. King, P.F lzrjml7 09212017 1211=17 Approved cialo :ExYaain - (419)29&1740 mansiprrearf laaaw (812)7674M Subcalaemr. 8vdgleg Extoller Door Assemblies+MbMgoa++s++ta++N. CeNpNiews Wend: Celtliaatlon Writ of Listing oomn ilr lam. � Product,Dimecriodomgickedzwadwmoo In HvHzi gleaildeKVHi BONA" iAMli! 1 a.&quoYCWNo4rs4&quok and equoL9elld+mark by aM and WCpequs and GNawd R6egNa DWWN+ 12/312021 W Yee No WA Thsmna•Tnm&prot and wMcel alludes. Inwans and Ca wig � �-g 20 go �'�m 20 Versionmaidwillitia 220111110 sawamEAlmmY Youllislad &giallialial FIND AparovalA■nd Review 2017 TAsm+a•Tru Corpmallon Ride Wdghl NatbnolAecledpatlon& Ryan J. King, PA 12120R017 09212017 iZ`IMW17 Approved cYspery: Edador Doom (419)2WI740 mon"rrlald inetlhtN (313)767-MM SW40W y: Bwkgkg Elderim Dow Allow"" drltar®nMNg—Rude. ConVO w Matllpd CadMcetlen Malt or LNdna Coro ilr AomgmdhLLIN ■= 22" AW f IRH1111Z oraidde.liirlizMWIM P 5 a.&qua;8moo#.S*&quot and"Bend+mudl by $a and SN Opaga and ONaed Flbvalaw Door wash 12/312021 No Yes No WA Tirma•TrAgtot and wthepl SleopW, harwbg and Dowling 6 f. Thermo-7ru Fber-Classic and Smooth -Star Nominal 8'0 &quot74on-Impact&gao1; Opaque 12131202 No Yes NO WA Composite Edge Fiberglass Single Dow (I.SwIng/Outswing;X configuration) 6 f. Therma-Tru Fber-Classla and Smooth -Star Nominal SM9 0 &quotNon-Impacl" Opaque 121312021 No Yes Na WA Composite Edge Fiberglass Single Dow 0nsWng/WnMng; X configuration) 9 L Tmmala-Tru Fiber -Classic are Smooth -Star Nominal 6&w39;5 &quoUJon-Impact" Glued 12/312020 No Yes No N/A Composite Edge Fiberglass Single Dow (Insvang/Outswirg; X configuration) 9 1, Therma.Tru Fires -Classic and Smooth -Star Nominal 6&#39,8 &qu"on-Impact" Glared. 72/312021 No Yes No N/A Composite Edge Fiberglass Single Dow o oawinglOutswing X configuration) 14 n. Thermo-Tmu Fiber-Classic-Fiber-Classic&#3 szlc and Smooth -Star Nominel.69;0 &quoLNon-Impact&goof; Glazed 12/312020 No Yes No WA Composite Edge Fiberglass Single Dow qua on- mpg Glued es 14 n erne m er- ss c s moo w maComposite Edge Fiberglass Single Dow (InswingiOulaWing X con8gurndon) onswing/Oulswing; X c lnfigunCoil) Florida Department of Business & Professional Regulation P,,,2 ore Florida Department Of Business & Professional Regulation page t of Florida Department of Business & Professional Regulation Pays 1 of Florida Department of Business & Professional Regulation Page 1 of I Building Codes and Standards 2 Building Codes and Standards /Nreo+s Building Codes and Standards laws Building Codes and Standards 115201s Product Approval Application Detail Product Approval Applketkfl Detail Product Approval Application Detail Product Approval Application Detail t bald' 32-R5 Producis 0,11N Assurance Aooroved fw Use Aooroved fro Use - Seg# Product Model. Number or Name Product Descdpdon Contract Emlrellon Date in HVHZ OuLsltle NVHZ Resistant Pmssure 13tla51� d� Fling tarn 2020di� im � carried A-w-d lirlfaJl[ldll � der torn g gerJ!ewa■ ale Must Vanillas rw 29wo Validated Allibleft FOCeDOMM Awneved AMR 13m].�3 ge S it■ liaabt9t odor gar rJ ■ lade BM version jilisaidishing Contact By mwwoa A �,Auseroval Aearroviall lom 1 2 3 SERIES 420 ALUMINU M SGo SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUM IN M SGD OXO 121312020 14534&quo:x80&w.t:NON-REINFORCED SERIES 420 ALUMINUM SGD OX, XO, XX 12r312020 ge&qua:R80&quo: NON -REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OXO 12131 M20 145.31X&quotx96&qum: No No No Yes Yes Yes No No No N/A N/A N/A RWWg 2017 Bact products ONPaY Nit Compny Oalepory. EON* Doors &uhCaNgwy:SWbnat F4dsrbr DowAaserMYa 00.01wnw WWod Cerd5ov0ov Wd Or Listing a1Ns MakVyaaNtMld InlanakT Service$NA, pay Mushlat (513) 770-M I- (513) 51945B8 mweabnNNtlQCbWY•aan 1122=17 081102017 12N52017 roved Approved Revision 2D17 C lePSY Building Products Comps+y calliper. EADori SubCategory: Sedlenai ExWW DpwAfNmDYp Coepka WUols caificatlwr Mark or LMlig Mark WabAlaM NNtbltTaarp Ssrvloas Wl, Gary PflNhNf (513) 7704M I m (513) 5194M 112Y2017 0a/1011017 12A%2017 Approved Revision 2017 FIJ2a14na Produces Ppl'41tluWiw Cebgmr. Erdarior Dom &edCaleeolY: Siding F.xNnbr DoorAasareia Cowfft a Weed: Certliardm Mark or Listing Doran Ruudc Mlaml-0Wa BCCO-DER MNmFDaIe BCCb•VAL (641) 40"100 (78M 315Z&90 dnlakQpgl6dusbbaaom 1220f1g17 11292017 12/1512017 Approrad 4 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINU M SGD R EINFORGEO OX, 12M12020 No Yes No NIA liftoduals 5 SERIES 420 ALUMINU M SGD RE IN FO RCED XO,. 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AR58V, GD55V, MM GRIM, ARSE, AR59V, ED58, ED56V E06S, EDSSV Florida Department of Business & Professional Regulation p"61 a1 Building Codes and Standards 1avn+e Florida Department of Business & Professional Regulation Pages 2 a3 Building Codes and Standards 1,2012020 Florida Department Of Business & Professional Regulation PW I & I Building Codes and Staridards vow+$ Florida DepaMient of Business & Professional Regulation gaga, a+ Building Codes and Standards 1152we Product Approval Application Detail Product Approval Application Detail Product Approval Applkatkn Detail Product Approved Application Detail PL#17i99-R5 9 Ra116i7.1V G N sauranaa AbjproY.d fm Use Approred for Use Impact Design 2W m2 Yenisei JVmukatuw Iiut&Lg eminwa elan YWidated by gal! dials VMMIUd aldmbw Deb Panama F Ro AggN>ted dl.ta. Sea # 2 Pmducf Model. Number or Name 185 SH Product Description Cosset EatrYlon Date 5202 Fin/Flenge Frame IGSG Single Hung 10/0812023 �t Oulslde HVHZ No Vas Resistant P'p—,,$ No +601--60 leas 1}■ version jiliffidallialig anto S*Rud ErAmma VeNciftel By gall gala Deb pandina Yell atimowad FW AnofOYr dials AgWieved MOW Sam just Version j erEtwar gig Enalo ![.i.L19lN! Veedelsd By gala oft DSWPKIMM YsiMg od Submitted FaitAmrprovr 20 Aggrieved jnaa RW Won 2017 CURRIES Watch aAAOG, Inc CMspay: E$Wbr Doss Dadle Dave LA LLC Ted Bahrain, PE (641) 4942844 (306) SM 4707 1113g2017 102S,=7 12AMM17 Approwl Laminated Glass Revision 2017 Clam Building Produces CW"W Dan Cabgay: Fria Morkvva" d law WK Testing Servlea NA, Gay Pfulshler 70•SOB2 Inc. 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Dcu ols4ar (9'2' to 187 051212a2& wide) NANDCODEW74; Ws Gangs Door No Yea No .37 PSF/-41 PW (D Florida Department of Business & Professional Regulation Building Codes and Standards P.w2 w2 �2� Florida Department of Business & Professional Regulation Building Codes and Standards Page2012 527 o2D Florida Department of Business & Professional Regulation Building Codes and Standards Paga+al 1/awle Florida Department of Business & Professional Regulation Building Codes and Standards P.V 1 w2 1201202o O Product Approval Application Detail Product Approval Application Detail Product Approval Appilaatlon Detall Product Approval Application DetailNow ■ _ J3i7iFcgtt P11�5J�1.R7'Pr ids . , . , .. ... . . J MW Version Recision 2017 Manufacturer Ml Wnd—m!Doors Category: Windows subcategory: Fried Entity or Contact Enalneer& Llcanae Validated av Brent Selinger Amedpen Amfl.dural Steam M. Uda, PE (717)365-3300 Manufacturers Assoclation (717)317-9454 bsoingerMmiwd.wo Date Dale validated Submitted 06A42019 06104/2019 Date PenAno FSCAdarovsi rife Aooroved 08,V720i9 2111 t Approved £vd4. Revision 2017 POT Industries Category: wind— SubCategory: fixed Compliance Method: Certification Mark Or Listing EalluxK Vandyrl By Jana RosowsM Mlaml-Dade 8GC0 -CER Miemt-Dada 8CC0 - VAL (941)4860100 (786)315-2590 iroaewski@p9tindusmes.c am Rdit P9u Data Plndnb )(9=211 FBCAgproval 0225202D 07272020 ggg dgg�g9 St.- O2I28/2020 Approved 2W � ReWbn 2017 POT Nduables Cabgory:llYNdow subcomeay: af[& Hung jig � Den Rod Mlar+D ft BCCD-CER MNmFOad►BCCO-YAL (941) 4B647w (765) 31&2a0 dntakQpgri daa les.ewn 20 21M boa $� 12202017 12108=11 122d2a17 � Approved Sep # N.doc+ Nodal, Nurr b.,.r Name HS 160 Fin and Fiance Quality Assurance Aoorovedfw Use Amrovarlfar Use Product Descriwlan C-bact Exoiallon Date in HVHZ Outside. 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Opera Jahn BO Mad, P.E. (909)34&29a7 PE-24121 M 387.2628 dis a� �� Mama AWlustla FWAurreal 081252017 0811IM17 0g282017 A■siand litso 10110w17 Approved cz O 2 5764 Vertical Aluminum Mullon 12/312020 No Yes Yes NIA p yl Fli3t14d11 Pledwa SAUMbLeefaencel Aeooevedilairlita Adar-dticdae $teat Jae- Plobabnr En~ Le! 111 Hym ! Behr P- IFIA31924ild Producls�- jltj PreduatWdaLNranbaanWr 9allbtA POtlWIaB catered Eurineden gdr Asa Sat 19.flYIY. 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RegNYredAndlba a alknoed Flanda lembsebrW Engineer !`�WLg latltW Faafoa&.Llaoes Ysildrled�t Pirgetreing Zhu Rwuls L Oprwa John Soumerd. P.E. 1V09) 348.2827 PE24121 (352) 3572626 �r dN.mn Be der Yeidllld 3teteet&o 0625=7 05%2017 2MLEMOR 1'.ffidAegmal 08282D17 gala A■mxld tOn02017 jLba Approved Sang � Ym� P vWW 2017 lln[ Jana Hardie Building Prodnds, tie Fyn Panel Vitals &6cbgsryr. SNleg Cos pima MMiod Evatatim Report bum a Florida Registered Anchored a a Uwased Florde pnweabnsi Engineer EBi.19c J:oarelL&.LfoDu vnlar.dw Pingelrerg Zhu Ronald I. ousters John Southall, P.E. (909) 3 s-= PE-24121 (962J 307-ZZ plrgNNrg•sMr�arrsNr din.corn Be !err gaiP■.■ YY� &I�atYW !'21sA■aytl 082M17 OBAa2017 09/2M017 torn A� &Lit IDMO@017 Approved Sall hit■ Ymra Review 2017 tradioaru Aisne Calsgsfy: PrW Watla &uhCaagwfr SoSb Win a Floridaeglenda l ArahMedw RUaaed Florida Probssenat En�irear SnakEncilitg �I YetltarnBt Nick Thompson Lyndon F, lfaMxdt P.E. Ryan J. Kira, P.E. rand 923.2989 PE49409 (819 4565 ntlampwn@sNNr.aom gtlg gar QKApp.■ Y &114na.n lCg.eenaYrd 10104,2017 1WO302017 10/112017 Jar Aagmmd 12/122017 two Approved floret ]Y9l .Yawl■ RsvNlen 2017 tl■�ealnt AWN CaY9wy: Panty Vest MEngiinw Evpluatkn Repot from a Cowliallomowed A FloridalRegleport Re9leleled Ardnldd a o Licensed Florida EEntire rahw jarot&Ltitao Ylmt Nick Thompson Lyndon F. Warrick P.E. Ryan J. Kind, P.E. (330) 922-29M PE49409 (613) 757-0655 MranplsnQaNlea.aom Qldt tar FDEW WApan■ YMI�I J FQS.AaarmrW 10I0412077 la1IX1/2017 101112017 Jar A■a3en 12/122017 Approval LJJ ec C Q z $ Aweraved for Ate. i■■i torsi■ FLM&162MProdLACIN OUMW Amawasois Aagamedfor ties, Approved for Uee bw )iota BCtif2$t Products A■uslMLntlLe land gems FLOH101,11uPloducla Qd& Aflaeo Approved for lift A■raved fort1w bead Iall■ z jot PnpdmaWdaLNabrarWerPriduct Devarldtion 200mizaimbamb In HVHZ Mmku JYONee 8laj Produatilladallilunalsawarliftwo Product corAmot gxokodm ams In HVHZ dbitlarHVHZ Paola Jae!ProcludilliodkIllurnberairlihato, Product Description Its HV i ouwoHVHZ FA@bum pit" l 2W I0-HVW outside Moslem Pt""M Q 2 HadlsPWii Lap Skbg arrdlrnt tip siding 1203W020 Yea, Yea WA WA 2 HerdNPNnk Lop Siding 1br-onrn lap aeNg 120S12020 Ya Yea WA WA 1 e. BgatTTBglot Solt Vow a Sold V" Solo 12MI2020 No Ya No WA 2 b. &petA4xs T41liquat Sag Vamw Soil vv Sera 1=1021120 No Yes No WA J SHEET N0, PA 1.1 }F Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 3 of Ir2(r tm Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I a / 120/2020 Florida Department of Business & Professional Regulation Building Codas and Standards Product Approval Appifcation Detail Papa 1 d1 1/8201a Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Dotal) Page, of I / a2ale 0 _� V +� L— Q Q O O .� co 0 � /},j =3 " Cu -0 `,/ �}•� �,! O L • O L L— /i's gym, O ty O • V! U) E 1 .�_ /�� O �� a) •(n /11 W LO— O ^ Y�i Code Entity or 9—at. fie. Data Pondina Die LMversion Manufacturer ,.wens" Enneer&License Yyldatao By Validated Submitted FBC Approval Approved Status Revtsim 2(117 GAF Michael Stich Robert Nremimm JohnW Knwevich, PE 12/112019 12/112019 12/182019 ding FBC Appo Category: Roofing (S00)786.3411 PE-59166 (964)772-6224 Subcategory: Asphalt Shingles Compliance Method: Evaluation Report from a Florid a Registered Architect ora Licensed Florida Professional Engineer F4ifta124-i??5 PrdducLS ._ ... ,^�--^----• _.'^'. .._.. ,. ... ;;: - ,.,, _ . .. ,... ,.. , . �: ., , . .;..,.. QualltyAssurance Approved for Use Approved or Use Impact Deakin pr t —� a an sap a Product Model. Number m Name Product 0-aloticin Cm had Erg=lotion Date In NVHZ Outside HVF Z eslstaM Drams". 1 GAF Asphalt Root Shingles Fiberglass reinforced 3-tab; laminated, ,.5-taband 12/162022 No Yes. NIA WA hipmdge asphalt shingles Code EMI or. Data Data Date Pending Data type Yarsion ManufacturerCoMaM EnrMaar&License Validated B,, Validated submitted FBCAoamrW Approved Status Renaion 2017 TAMKO Bustling Products, Inc. Kern Eden ZacharyR. Priest Locke Bowden P.E. lOtISV2017 10/0512017 IMOM17 12M 212017 Approved Category, Rooting (417)624-6644 PE•74021 (334)300-1800 Subcategory: Underiayments Compliance Method: L-valuabon Report from a Florida Registered ArchN g Architect... Licensed Florida Prdesbiorlal Engmea :.. F ... ,. .., .,,<..,... .. .. .:... . . .: .,. .,, ,,, „.. .;;. Qua1lN Assurance Approved far use Approvetlnor Use „ I —act Do aid Sea 0 Product ModoL Number 2EName Product Deserin0on Contract EW hie lon Oat. n XVXZ Outside HVHL 11999 rot Prossum Barbel rim Enft,g 291 20 21M min $ate FBOAMMM Approved ,ANN Rerbldn 2017 LV. lac. dha y Ft Tony Christman ZadueFriend LOOM Bourdon 10/102017 10/101=7 10117r2(r17 12M2rAI7 Approved Metals Company (TANGO) (813)248J488 PE-74021 (334)300-111100 CMpory: Reohts Mny@gm*okwft.eom Su iceds y: Roofing Amanodp ast era an System ben Roofing Integral Compliance Memea Evaluation Report from a Forks F2epMarad ArNSad or Licensed FloridaFMlrMh law Do" ilagd Product DOWHOUM hl= 4rs11met= Bohm Pm11■ 1 TAMCD Fie Top Ott-RMge Vent with Bade for Ties 28 ga. stare roof ventilate wkh battle 0910842d28 Yes Yes WA N/A FL&taM&Rd gm Badly or go go 21k noVof&tm Moudggwm COWACk inamaKAIMM Validated By YtIMA Aim Rovsion 20i7 LV. Thompson, hic. sales Thompson Architectural Tony Cantabrian Zachary R. Priam Locts Bowden 10/1002017 10F1o2017 10M72017 12/122017 Approved Metals Company CrAMCO) (813)2463486 PE74021 (334)3Mleoo coh i Roofing s esvadsg-cer^ SubCaespery: Roofing Accessories that are an Integral Part ofihs Rogers System Matlwd: Ewltalion home FC�sres RIN:ort RepWaed rchMost ora Lkxnhsed Flunaa Probesbrl freer Dead No ll OwAsift HVHZ a wlaw Buell■ 2 TAM00 0oonnedt Vat 26 ge, 00108IY028 No Yea WA +0)-g2.8 6 Nq: 1S UI: A halt saturated o nic fell 10118202'1 Yes Yes NIA N/A Florida Department of Business & Professional Regulation Pegal oft Florda Department of Business & Professional Regulation Page I of 1 Florida Department of Business & Professional Regulation papa t a I Florida Department of Business & Professional Regulation page I Of Building Codes and Standards w29t9 Building Codes and Standards Noodle Building Codes and Standards tilmle Building Codes and Standards t0 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Datell fi_ Both, w Date out. opt. Pendl- Date I Duct Vetslom Manufacturer Contact erairear&License. Vamated By Validazetl Submitted FBC Approval Approved Qt1913. TYg R � Validated By no ice. $11!■illed Fec 21M Approved ow Surd! ,Ism Version EiBbLSL Does EnaNuer&Liaahas vet 20 !� ode Bodensee! FOG Anstrawal Cork Ap➢roved M" 29 IFM VK#IM NwAftchm Eraw t IL LMe Validated By 20 i0 0 ! v $Wmdlkd FBCADOVOM 20 Automated 4kars Revlaipn 2017 Lomanco, inc Category: Seeing Andrew Caner James L. Bucknpr, P.E. Steven M. Urich, PE (501)982.6511 PE-31242 (717). 317-8454 04/092018 12/18/2017 04/152018 06/12r2018 Approved Revision 2017 L.V.Thompson, Inc, des Thanpeon Aclt4ecbral Tory Chnsm n Zachary R. Priest Lodts Boyden 10/102017 lomomoi7 10r17/2017 12/122017 Approved Revision 2017 I..V rhompeon, Inc cities Thompson Amhkedurel Tony Christman ZaoharyRPtieal Locke Bowden 1W702017 lommo17 10/172017 12M220117 Approved Revision 2017 Florida Metal Products Im Clerk Jones James L addicts, P.E.@ MkAesl John RWW, 10/262M7 10106=17 JWV12017 12/122017 Approved Subcategory: Roofing Accessories tnatam an ocarter@Icmando,com Moak Compay(rAMCO) (813)24s3 PE74021 (334)300.1800 Mews Company (TAMCO) (813)248.3468 FE-74021 (334)-300.1800 Cahpay: Roofing (904)78&6m CSUCK Engsrtns P.E. Integral Part: of the Roofing:System Category: Rodq lonynliporrhbo4Mp.CPm Cahgay: Rooarg weviesartsmomill SubCahgay: Raaeng Accessories Stitt an an km-.-m PE-31242 (501),414.7557 Compliance Method: Eydluatlgn Repot Inn s Stbtibgap: Ross Amnaonw mat am an Sub0stagey: RooMg Abolitionists; OW so an kft"lPatofdw Rdoag Sysem Florida Registered. Architect or a Licensed Florida Images) Part ofthe Rooang System Inh{pal Pat of the Rodalp Spam Compliance Mesrod: Evaluation Report sort ■ Professional Engineer Campgmoarbilwat Evaluation Report from a Caff4M ee MaIhoa Evaluated Report from a Flords Rephhnd A+chaed or a Licensed Flunks Florida Rpsbred Ardhdectea Lfceaed Fbrlda Fioride Regbhumd Archasot or a Lioanetl FkAG Professional Empineer YAmraved PmsnhtW Ender Professiwul Engineer FLN216r4t1 Produces qualit As§urance Approvetl tar Use for Use Imad.o Design _ _ Sea# Product Model.Nunnblr or Name Prdtluct Descriplon Cmtrad Emlrazlat Data In HVHZ Outside HYHZ Resistant PlBdLUre - Apronivid for Use Anorained far Use bM2ld tLVM B 9i Imma 21210 ESBE .Arl■om E i aIIYe A Agf�Use [a HVHZ gmkwjgs wwo Bialital 20dm Presence 1 Deck-AIr'" DA-4 Low Profile, Polypropylene Pleade, Roo! Vent 071102021 Upchstoically Attached to Plywood Deck. No Y" No +97:5c97.5 ll1.! Pretluat Ural. xuretlprpr Marconsent Expleaffart Ra In Out ! !!led In HVHZ omcleJ prmom 3 3 - FLAMCO &quotRV 10 RMpe WMBgesk Aluminum Ridge Wine fur Pilled rocs hbricand iZR12020 No Yr No WA 3 TAMCO 01MUdge Rod VentWin Bafib 28 ge. stdc rod wntllabrwith Integrated battle 09I09J2m Yes Yes WA WA 4 TAMCO Rand Top OlFRid{p Va d with Bald for Toll 28 ga. sstig mot muabr with beat o9owm Yee Yes WA WA from 0.026" AWm4am Florida Department of Business & Professional Regulation Pagel d2 Florida Department of Business 8 Professional Regulation page ) of I Florida Department of Business & Professional Regulation Pagel of I Florida Department of Business & Professional Regulation Page t et i Building Codes and Standards I&B,2026 Building Codes and Standards IJ2012020 Building Codes and Standards 1rM020 Building Codes and Standards Imaese Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Appllwtlon Detail Tie Code Version Manufacturer EMIN or Conrad Enolneer;&Llcansa Validated ev Date Date Validated Submitted Date Pending FBCAppori Date Approved n- Cade TV"Yerston Manufacturer Entity or Contact Engineer&License Validated Bv. Data .Data Date Pending Validated )Submitted FBCArm—al Date Approved Status: code `TO Vasdon Manufacturer Emit—, Contact. Engineer Validated By Ltd Da{,4 Date Pendlna Validated Subted FBCAporoval Submitted Dg(g, Approved Suit- 13at41l19a m■ YRWM ama Revision 2017 ..:, . T Bora1 orr RaiA Category: Roofing SuhCazegory: RooMg Tiles Compliance Method: Ewluatim Report from a Product Evaluation Entity ,, acts ..,. , Anderson.Robin I.PMO Uniform Evaluation Gar W. Walker Y (801) 380.6091 Services LLC, (205) 854-0180 RabmAnOarson@poral.co m .. _.. _. Q uallN Assurance 10f18lZQ17 10ASr2O17 , ..:,. tl for Use arovetlfpr Use Approved A A 1021/2017 -._ I!1>J� Mp raved < FSr190 , -.. Re neon 2017 Global Protection Product., Category: Shutters SutlCazegory:: Storm Panels Coapliance Method: Evaluation Report kom a Florida Registered Architect .1 a Licensed Florida Prohosa nal Engineer ,.,.. ., ...:,..- '. ... . ...... ...:.: .F ., <,-,. ,,:, .. .,, ., ,:, .. ,.,, ._ - ,=,r , W. n. Tim Robinson WalterA TII1hJr„P.E. Jchn Kneza. Mh..PE (954) 689.7545. PE-44f67' (954) 772�224 ism roWnsm�lgRpant.com „-.. ..:�„<,. , ,,.., .<, , ,,; ,,,, , ,, , ., .. ,„.., ,>.+ 09f06/2017 08r3120I7 09M 12017 ...... , ;., .. ,„€.> ., ., 12r12I2017 �. -: Ap awed P ,y, ,, ..:, .,,, .... Re. 'ar a 2017 All Amplcm Sh tters and Calais 11 0 - u .. Category; Shutters Subcategory: Storm Panels Compliancers Method; Evaluation Report Roma Florida Registered Architect or a Licensed Florida. Prdeswmrl Engineer Mike Barman Frank L. Bernardo P.E Tr Bishop, P.E 8 � Troy P. _. (561) 712-B8tt2 PE-0048549 (95d) 94r•088Q mikebCellameriaenshulta coin Assurance. 10/ta/2018 101182018 10I232018 Aperoved for Use. Approved for Uss 1 1 112018 2!1 Approved APP qve Revision 2017 fIW B4 Inc.Stunt sang Lmturm anal arse" Category; StudurN Components SubCa6spayt Trove Plates Consistent, 11 Evaluation ROW from a Product Evaluation &ft Service, Lawn ICC evaluation LLC VYalaph M.ResMi PE (847) 61&8473 (407) 531-1917 abWM@alpteebw.00m 9 17 7 7 O9M920 0810 201 ADLL Approved for Use 09212017 low Approver DlUm ■ Saga Product Model. Number pr'Name Product Descrlpton Contract Explratlm Data In HYHZ Oulsltle HYHZ Resistant Pressure Sea 20 Gad Model, del,:Numbw or Nantes 1 20 Gaga Galvanized Steel Storm Pana13MVHZ Ouali[y Assurance Product Description Cmtraet, E drdlon:0ate CnrugateaGalvanizea"Steel Stour Panels retained 12/312020 Acoroyegfar Us, Approved for Us, Im HVHZ Outside HVHZ Yes Yes Resistant Yes : ggyjg;] Pressure WA 9eop 1 Product Meal, Number pr Name 24ge Galvanized Steal Storm Panels +R uallty Product: Oescrlot, Contract Exdrulm' 24ge GaNamzad Steel Storm Ppnals 12/8120Z0 Oats In HYHZ 0u1s100 HYHZ Yes Yes iLh@3C3 Resistant Yes: $f5t90 Pressure WA �E 1 mNBCO/Atelr Higher Strength (H & S) cehasst[soYayen peas AIaW Conrgbt Psis 121J1/2022 Yes Yes, " WA Pressure, WA n e Profile Rialto, a es y 1 T Saxony 900 - Country Slate, Hartford Side. Snake, Slate; Flat Profile bT.oektm, CA 12/312020 No Yes N/A WA Spilt old English Thatch I or not by tracks to provide hunicare protection.. is 19 Saxony 900- Country Slate, Shake& Slate Sy 900- Country Slate, Snake, Slate&amp. Split Saxony Flat Proflle-Henderson NV 12/312020 Fla Profile - Lake Wales, FL 12/312020 No No Yes Yes N/A. NlA WA WA Shake (D 20 Set, 900- Shake&amp, Slate Flat Profile - Lathrop. CA 12/31(2020 No Yes NIA. WA 28 I a t111a 900 alum Prcill.-. rover 17J31 f2020 Medlum Profile - Lake Weiss, FL/21312020 Re No Yes Yes NT NM WA WA Florida Department of Business & Professional Regulation Pop I Olt Florida Departrnent of Business & Professional Regulation Pegs i d N Florida Department of Business & Professional Regulation page 1 dl Florida Deperbrlent of Business & Professional Regulation page t d t O Building Codes and Standards IAr2oie Building Cotes and Standards 1mrmNe Building Codes and Standards 1152Ote Building Codas and Standards i/6Roie Product Approval Application Detail Product Approval Applcation Detail Product Approval Application Detail Product Approval Application Detail ■ Bd IYea 2m V.M- Estati Yh■[ grow, Comm EoduELL BM Validated Be 2111 go YapilYW I)apmB1W 1pm Praesepe FBC Approval Cede AodroVd am& FtMON4 a Smdc in version Hatiftatial S 909 E AI t tbptlalod Be go Dins NOW Lti W FBQ Ancreval go Approved own I fdalt Itme version majdatiall Bnftor contact swounAlwm Validatedt 21k 21& Dab Press- YMM" ftUM FEW Aspinwall ILL Approved ANN FLAfef4U mme lode Vital- IY.dMIm[ Erdoor Sdwa zodmffAmom Validated 0, Carr 291 ➢dbP21.o1 YA C Alitailifilag F13C Automated eftcu Approved 11!■M Revsion 2017 filly Building conva rob Group lea Category, structural eanporre ft SubCda"ll: Tom Compliance, pot Mdbadk Evaluation Refrom a Product EvaluationEvaluationEntity acted lwrs K)C E"keU n Sella, LLC William M. Ramer, PE (847) 918.6473 (407) 041-1917 OW182017 OW0720,7 09212017 Approved Revision 2017 ITW Buedrg Components Games Inc. Comm; structural Canponams �:T� Phase Compliance MNhor! Evaluation Report from a Product EwtuMlon Ell* Stuart Lewis ICC Evakwft Sewn, LLC VVBlart M. Ressd, PE (047) 9184173 (407) 681.1917 _ �y�� 09/19=17 09/0'J2017 09/212017 Approved Revision 2017 - rTVV Bu9tlInp Compensate Group hic. Category; reins Sub0agaq: Tom Pill" Compgsnr a" -1 1 Evaluation Wport from a Product C-wtuatloa Fitly Sled LaWs IOC Evaluation Service, LLC W4am M. R rJK PE (847) 9 g4173 407) 881-1917 abws®agssew.nm OW1 W20t7 091117=17 09212017 Approved Revsbn 2017 Mrrok lndustss, Inc. Category; structural SubCabry: True Plates Companies Mahon: Evaluation Report from a Product Evauaton Entry Davit vvat [CC Evaluatim Service, LLC ICC Evaluation Service, .I.I.C. dwetemscam (206) 6994800 10M95017 1011920t7 10222017 Approved ■ — AnayvidferUse, Approved Ur (ilaild psalm FL#i9K4U Products QULVN Aravareance Approved for lee Approved far Use *a" ombm FLIHOOSM Procluchi GU@1b1 Asunnn AparyAwillorlise ADKVlad-fmU" )d!■ed BMa4mEm� Quality Am ASWNW.Ba the Approved far it" Donlon MR MR rlonvm Eirairamon Dab In "M Ikat P Ieia Product Mod*LNumber orMama, e1t09di DMZ Is !be!Product MON. NunP ! Easti■ 2 (TW BO01/AVWa Haiti Pteb Maui Connector Plate 121312022 Yes Yes WA NIA 3 ffW BOLVApr Truio7r Metal Connector Plane 12r3WAM Yaa Yes WA WA 4 nW BCOIAymb Vyaw Meld Connector Pis /261/2022 Yes Yes IMA NIA 1 M1SBHs 18 s& super high stmgth truss connector plate 01A7202S Yes Yes WA WA smmh comes IIaeMO GmvmL Cn Florida Department of Business & Professional Regulation Building Codes and Standards Ppa t d t I/e2ols Florida Department of Busilrees & Professional Regulation Building Codes and Standards P.D. I of 11a201a Florida Department of Business & Professional Regulation Building Codes and Standards ape / d, larmla Florida Department of Business & Professional Regulation Building Codes and Standards pegs I of I Ingalls O `6'� Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail � W R./21974es Smite tn.L4r 20 Rik Cam e�m1 Nk FLa219T4U Smile ILte 291 DW lV21n4U Snide BMW 20 go DtleE■dhM Co B Smelt gait, gas Da 21k � ' Ma! VmbaNwAdmunr oprod aLicensed, yasldaaterr y s FBCAaprovet Ataormiffi aum I= Version Numbehm Dontm Engineers ValMaadBy Validated Its FW Approval Approved loft ]Yee vslelm contact EnobviseraLiberals VaNdaadBy Yaadabd submam EAC.AMPrmai A■rove$ Nam I= Model" tVotdMBlrst DmdstBoudeaff 9 ultacular yaUdMWBy Validated OL4mlum FOG Approved Approved mom Revhsrt 2017 horek In halb li Inc. Cahgay: SUtnekral Components &dtCregary: Tom Phhs uation E EvatuWem Repot from a Pn,dctEvshhatlon Early Product David ~ ICC Evekytbn Sella, LLC ]CC Evaluation 30PAW. (314) 861.7480 LLC. dwerl®rtnLpm t206) 6g8-g8g0 10M 92017 1W792M7 toV222017 Approved Review 2017 MITek Industrial Inc, Cahgdny: Structural COrtpoesnb eubCaI - a Tom Phln 0ampaancerlayhod Ewsatlon Report from a Produce EwWesn Enay DavW War ICC Evakation service, LLC ICC Evaluation service, (31{) BS1-7480 LLC- dwet�m9.pgm ( 8■�W IOMQ2017 tonal 10222017 Approved Revision 2017 MITes IndesUss, Inc. Category:ubCg structural Phase, nta 1ubCabggry: Trwa Plates Compliance Maewd: Evaluation Report from a Pmdud Evab�on Erhtly DOW Wet ICC Evaluation Service, LLC ICC Evaluation Service, dwer a61-7480 LLC. dwert®ma.00ra (206) 6BB•8000 10,192017 10119=17 10/222017 Approved Revision 2017 MITek Industrials, Inc. Cahgay: Sbudural Components eubCahgory: Tam Plans Compliance Mstlnotl: Evaluation Report find a Product Evaluation Enlplr avid Wart ICC Evaluation service, LLC [CC evaluation Senior, (314)851-7480 LLC- dwedeffe tom m 8g9MW 10N92017 lome2017 10222017 Approved � �ealr O FLMW4tt Products FL121b4UProdiai FLN1974U Pradueb f4121974U Products L— Q,dNv Assistance, Approved for Use AI fwtl" lagau Dealers chains, Aporovedfar the Asorovedfarl N=d Daaba cartel Aamna A Lbe Allprowdfor we ■om Dtl!■ Qu&WAO@urmm Approved be ties Approved fer this lism DeeLd CL fit! 2 Nil 18 Pffldmdoomdpvm Contract lxoksdm OVA logo. trues coanctor pate 01/0/20L7 In HV14Z Yes DJ Yes WA NM AW Pleaded Mode. Numbarpr Name 3 MT18Hs 16 ga. high stramgsn bbs connector pate 011012023 oubms NYHZ Yes Yes 1 WA 1 WA Ala 4 MT20 20 ga. nun consWor plate olm2023 In Outeilft NVHZ Yes Yes Raskjant WA IYeaM■ WA am Pmdxt Medal.Nanbeprlsar 5 MT20N8 Product DOMeAltiM canumExokvjonpsb 20 ga. high steno urns om actor piece 01/01r2m In NVNz CJAddallLRli Yes Yr WA pressure NA � A C swatch Creeds 0 L Florida Departmentof Business & Professional RegulationPia i a t Building ng Codes and Standards 5rar2o2o Florida Department of Business & Professional Regulation Building Codes and Standards Pagezetz m 2om Florida Department of Business & Professional Regulation Building Codes and Standards Pagel d2 100,2620 Florida Department of Business & Professional Regulation Buiding Codes and Standards pop i d, 1A20,e Product Approval Application Detail /11 'W'^^ V, Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail cu Code Type Version Mandacturer Revision 2017 Carpenter Co. Category. Structural Components Subcategory: Insulation Form Systems Compliance Method: Certification Mark or Listing _ - �Ll�-i4ZBf4s2 Products ... - `z ., Be" Product Modal. Number or Norma Entity or Data Data Out. Pending Data Contact Engineer&License Validated By Validated Submitted FBCApprovel Approved Sous MmmWade BCCO-CER -VAL 10/30/2018 1026/2017 it/Ot i ve Tracy Lane MiemFDade BCCO 208 APPro d (863) 687-9494 (786) 3152590 tracyJene@carpantarcom ... Qalrtv Assurance Approved for Use Appmod for Use Imbed Design Prod ct D ecnotion (:o.Mroct Fxoiratign Date Outside HVHZ Resistant Pressure in HVHZ V W Q Entity or 2& Do Data Pendna lug Tie Version Manufacturer coined Engineer &Llcenae Validated By Validated 51DrdttM FBC.Aoaroval owd Status.By Editorial 2017 Weyerhaeuser Rob Beldmn ICC EYeivallm Service, LLC Ian Lehrer, P.E. 04/0/2019 OW22019 04/0812019 Approved Change Category: Structural Components (253) 924-9476 (60a) 83g3288 B gory p Subcategory: Engineered Lumber Robert.Beldwin@wayema Corpllarnce Method. Evaluation Report (rpm a euser.mm Product Evaluation Entity Fi ;&R12 eKkff3fl `' '. � ^"' " '"" ',;:'„^^, - ... ,,:r ,..., ,>,,, ,., .:... .:.....:... ,�, „F. ... ,...,. ,. .. , ,... ,.,,,,... ,,,,,.. ,, ,: ,.. - .. .. .., ode BMW or go Io Dab. 20 pgC( TV1B! YBCtdm COMMi�i Yid submitted A� AMR Revision 2017 Commerce) Concrete Products Inc. Robed GO THUY H. 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FloridaFbfks RAWaeled AnhlbEt Lkenrd FiorNa Profeesloril Engineer 1 EPS Insulation E an Block T ExpandedPolystyrene 81 ype 04/112022 Yes Yea WA N/A Sag 0 1 2 3 4 5 Product Model Norma a Name NlcrofiamLVL Psrallem PSL TimberStmnd LSL TJ Rim Board Weyefiaauser#im Board Quality Assurance Product Description Contract Expiration Date Laminated Veneer Lumber 031312021 Parallel Strand Lumber M1(2021 Laminated Strand Lumber 03/312021 Structural Composite Lumber a Oriented Strand OMI2021 board Rim Boats Oriented Shand Board Rim Board 03f312021 Approved for Use Appro,ad to HVHZ No No No No No for Use Outside High Yes Yes Yes Yes Yes Impact Resistant NIA NIA N/A NIA N/A Doslm Pressure WA WA NIA WA N/A - dProduct 1 OaaBy Propel or Commended Congress Products Describable Freceat am Preslmuw Concrete Lssk 05/2612024 Anumned to, U, Approved Use It IO.tiyflQ oubmbmvHz± No Yes 1=0 WA Deals, pessem WA z Q J Search Criteria Coda Version: 2017 FL #: 14281 Application Type: ALL Product Mandacturor: ALL Category: ALL Suhcategory: ALL Application Status: ALL Compilancaaletlod: ALL Quality Assurance Entity Contract Expired: ALL Product Model Nun ben or Name: ALL Product Description: ALL Approved for use in WHIZ: ALL ct_,1 SHs: NO. 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