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HomeMy WebLinkAbout3035 Nubbin Ridge Lno+ v tr L Iu -o 72 Z rn 0 O to N I N x rn a s rn O 0 J N I N z tr a i -L 3 Q N N a E H E S L c c U C C U i a i ri 0 v 0 J a� tZ 0 0 0 0 a 0 0 CV N a Ir m v v — p II — — — — 0 El El FE7EJ0M F11 OEIDEI FE:11 El � Ll FD- I E 1 [7: 11 7E: 1 7E]EIF] �D� H::] ❑ ❑ ❑ ❑ ❑ ❑ ❑ o 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 7 ROOF FRAMING PLAN 8 LINTEL DETAILS ABBREVIATIONS SN STRUCTURAL NOTES SN1 DETAILS AB or A.B. Anchor Bolt ABV orAbv. Above AC or A/C Air -Conditioner ADJ orADJ. Adjustable AFF orAF.F. Above Finished Floor AHU or A.H.U. Air Handler Unit ALTorALT. 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 C/J Control Joint CLG or Cig. Ceiling CMU Concrete Masonry Unit COFF or Coff. Coffered or Tray Ceiling COL or Col. Column COMP or Comm. Community COMP or Comp. Compressor CONN or CONN. Connection CONT or Cont. Continuous CT 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. Mr. Finished Floor FIX or FXD Fixed FLR or Fir. Floor FLR SYS or Fir Sys Floor System FOM or F.O.M. Face Of Masonry FP or F.P. Fireplace FR DR French Door FRT Front FT or Ft. Foot/ Feet FTG or Ftg. Footing FXD GL Fixed Glass GALV or Galy. 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) HORIZ Horizontal HS Hard Surface (flooring) ILO In Lieu Of INSUL or Insul. Insulation INT or Int. Interior Kor KNVaII Knee KSS or or K.S.K.Knee Space LAUN orLaundry L LAV or ay.v. Lavatory LF or L.F. Linear Ft. LL Lintel Length LT Laundry Tub MAS or Mas. Masonry MAX or Max Maximum MC Medicine Cabinet MFR or Mfr. Manufacturer MGT Management (room) MIN or Min Minimum MIR or Mir. Mirror ML or M.L. Microlam MONO or Mono Monolithic MWor 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. Parailam 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 PW or P.W. 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 RIM or Rm. Room RND or Rnd. Round RO or R.O. Rough Opening IRS, R/S, R/SH or R&S Rod and Shelf SD or SO. Smoke Detector SGD Sliding Glass Door SH or Sh. Shelves SHT Sheet SHWR or Shwr. Shower SL or S.L. Side Lights SPECS or SPECS. Specifications SPF or S.P.F. Spruce Pine Fir SQ FT or SF or S.F. Square Foot (feet) SQ or Sq. 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 TOM 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 LINO or U.N.O. Unless Noted Otherwise V or v. Valve (shower or tub/shower) VB Vanity Base VERT or Vert. Vertical VL or V.L. Versalam VTR or VTE 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 WDWHDRorWOW 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 WaterProof(ing) WS Water Softener VON Welded Wire Fabric (Mesh) S3M MONO DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS Wp WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES �Pre-wire PLAN REVISIONS 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 r4rl 14JX:2 12-8-15 2.0 FRAME —WALK REVISIONS CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. 12-28-17 3.0 2017 FBC 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 titiebiock 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 6 Al I WORK SHAI I - COMPLY WITH PREVAILING 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. CODES FLORIDA EU LDINC CODE, NATIONAL ELECTRIC C,00E, AND THE Cir.r CIE 7EPHYRMILI 8 ORDINANCES 1 791 R CITYDATt n OF Z t U Z ZQ 11 EXAA41NER ,,,x�i��4lli ltttflll i� • �� ,j ,�z+ ,SE •'Fli J J < 9• 0� • -7L �r P,14off t!t Ii#flR!'001 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. ` W F Q _058 ODN� t0 oopp 0 V M N y CO Ll. di 7 LL LL �- m Q N 2 , fN M 5 W (n a) FLL 52 1 a � W o ca>o m00 `—° Co L W . CO �E9 a�¢a Z 'T @ N O 2' 0 Ln NQM? U0 W J Ov ❑�❑ th T z N O 0 0 Z N z o Q v J M d N N z � a U 0 V) �N W W � c o N r_ n U ') W rn ~ o g jII /_ U O N c CD s V O r. 0' m C::,w M o3 z U_ Z < �o EE Zz® O= M _ o XO ao � ❑ r Z C:,N °do Q Z wz K ro ro _ v ❑ ao U Nm m o, Z J <Z �Z CD o g g a U�< w0 � LF �_ Mill g C.0 >0 a ova �t z¢ .N N L rn W m 0 �y c LL co N Q C N /11 m R N O T T M Z T iu .. Z E y � Z m c IL Q 0 c J JOB NO: 20-2746 SCALE : AS NOTED SHEET NO. C S S3 O 35-SH -4" 6-0" It 1 16'-3" 4'-8" .1'-4° oz oZ �\ rU ON TU 30'-0"Cq ` CAFE 4'-0" FAMILY ROOM V ULT. C G VAULT. CLG. CARPET PATIO , O' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - U I L I I 2:12 ING" I I 9'-0" I 3'-8" 2' 8" 4'-3" 6'-10" 3'-7" I 5'-0" 1'-5s" G DR ER VENT I S3 TH RU ROOF � O 49 (4) 2x4 #2 SYP STUDS W/USP G = O Q HTT4@ BASE S3 0 s 04 N I OWNER'S SUITE 8'-0" FLAT CLG. CARPET TYP @ 1 STORY I A ' S3 r 60 U) = CO O N W 00 I I� tll N I to I EO (y) IN -' CARPET m I I� =W �W i Q LO= SHOWER FIBERGLASS SURROUND -10" s 30 w s LC L 00 L 1 R&S - ----8 ---77JN 3-84 "06 4068 B.F. O MNI 3I OINK - BEDROOM 2 8'-0" FLAT CLG. CARPET IIIIIICIIIIIIIIC�' Q In DIV A NJ ME FIBERGLASS SURROUND I �fl 1 I ENTRY (D I 8'-0" FLAT CLG. u 3068 I I HANSON BOX @ 36" A.F.F. EDGE OF SLAB 2" 5) BEYOND WALL 2-CAR GAR GE 8'-0" FLAT CLG. I 17 0 I K S3 2668 I o0 8'-0" N 4'-l" J'-Y i. 1 h'-10" 'BEDROOM 8'-0" FLAT CLG. CARPET EGRESS I 25-SH 0 F I ~ I � I I I I ILt ------- ---- G.T. Wn 4068I B.F. 9'-84" 1 EDROO 4 8'-0" FLAT CL CARPET I ,CO] T LO A S3 O OP W =� W Cl) i� 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 H8 (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 91/4" 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 Flan (Flange) g) R.O. FRAME (Fin) TYPE 12 20X26 184X251 S.H. 13 20X38j 184X37j 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 184X714 S.H. 1 H2 27 1/4 X 26 26 X 25 j S.H. 11-13 271/4X38g 26x371 S.H. 1 H4 27 a X 50 1 26 x 50 S.H. 1 H5 27 a X 63 26 X 62 1/2 S.H. 11-16 27aX72 26X711/2 S.H. 22 371 X 26 36 J X 25 1/2 S.H. 23 37 a X 38 8 36 4 X 37 3/4 S.H. 24 37 y X 50 j 36 J X 50 S.H. 25 37 J X 63 36 J X 62 1/2 S.H. 26 37 j X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 } X 25 j S.H. 33 54X38j 52JX37i S.H. 34 54 X 50 s 52 J X 50 S.H. 35 54 X 63 52 j X 62 j S.H. 36 54 X 72 52 j X 714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" AO +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 O +28.3 / -36.4 O +26.6 / -28.0 O +26.6 / -32.2 GO SEE SN SHEET HC� SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +34.0 / -44.8 WALL LEGEND MASONRY HGT. @ 8'-0" A.F.F. TYP. 2x FRAME WALL INTERIOR BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR LIVING AREA 1817 LIVING TOTAL 1817 GARAGE 427 FRONT ENTRY 32 TOTAL AREA 2276 FLOOR PLAN ELEV-Al 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 EXT FRAME 2 x R-1KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) SCALE: %4'=1 r-Orr GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED 4j 0 4: a� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N Q co 0 U N N co pO 80,9 0 _j _j `--! W � if _jW �LL z LL o Z¢;z� zzzo c fn O I- Xm O 0° WCo�o_ W mo�<O m Eo o a Z IL 0 < N C O 0 Z NQmZ 6 < U F W C) C, N O C) O z z S 0_ N N�o M z D •o Ln Y w i o¢ L. o ,- v m m cu eI`.. O T ;ly 2 ®Q aU) 0 elm O cD w M 03 z z c6 E wo oo® >o E oa cva F- C 0 < jo 0 z o N o �o ww ¢� c N U wm Z J ¢w zz v) N ¢" Sa go 1= LL a �z W U 0 mz G o w �a ..� O �a zl¢ a= 0 3 2 0 = W N W m 0 .> I� ry c X C N 0 N -a C� V � r N O .� Z N r T r � O r N M o Z N E O N C G IL E U J w Q co J JOB NO: 20-2746 SCALE : AS NOTED SHEET NO. 1 O M 0 M CV KITCHEN ISLAND LLI � H000 IL] I� L4L M111 1=1r7a0W I LL W VARIES, 2" LESS THAN CABINETS BELOW le MIRROR 1 w MEDICINE CABINET � O~ O~ U ? �>4 U Z O C14 M co M co KITCHEN 24" TOWEL BAR ON WALL ABOVE TOILET I TOILET PAPER HOLDER CV FIN. FLR. P 0 CY) 0 CV OPT.CV REF. KITCHEN I O n MIRROR O NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. DOUBLE CURTAIN HEAD RODS ROD 0 z TOWEL BAR IN aJ. TUB OR SHWR. TOWEL BAR n a ON BATHROOM WALL SHWR. o VALVES = 00 o SOAP - i0 00 o DISH v 1 LO LO O O o `0 M I CV) 0 TUB BATHROOMS, SHOWERS AND TUBS OWNER'S BATH SINGLE ROD CLOSETS / LAUNDRY 16" FOR LINEN 12" FOR PANTRY BATH 2 INTERIOR ELEVATIONS. 42" H UPPER CABINETS — 36" H UPPER CABINETS — 30" H UPPER CABINETS — OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT o 0 o BRACKET 36" H BASE FINISHED CABINETS COUNTER TOP 30" H BASE ' o CABINETS o 00 00 o U— rIN I� I LO aa_ V-2" 2x 'T a. Ln _0 00 FRAMING- 1/2" GYP ``' N N -? BOARD FIN. FLR. r FIN. FLR. 2x P.T. SOLE PLATE SHELVING ISLAND COUNTER CABINET BLOCKING SCALE: 1/2"=1'-0" 1 s.• R , 4 �� St F r_ •� rri Ir _ S�`_�i ii 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. NJ W QO E o�pp VO' V N N 9t O O O C'�°' pl Ip J W LL M m u a LL. N LL W M W to L @o mmo E rna. W Z W N"I O a' 0 � N Q "IZQ U� J Z U ❑ 7' W M z N 1c) _ z93 v c J M d. N N _ M Im ,z,nn o V LL � s W U � 0W_ IV ,^ v' � o ,o^ r— m2 ® U W rn 8 _ ¢ o O w Mz M o G LL- 0 W¢ no � ZN z® Q OCa oa — X° OF 00 �U p C O C CDf0 -a) ¢ z aZ w z � U o Uz Z ZY N u� J Cn 2 { ym am 2 o a zz Z ao N it g Jz �F o CO wa >° a OF �Y �z< 0 2N C = y M t ,> I� c Nco Q C 1 m = T N O .� TT Z N T i M T M N .. o ca N N Z z E O E C d U J Q ❑ J JOB NO: 20-2746 SCALE : AS NOTED SHEET NO. 2 r n wl=r=l -------------- 12 5� • 1 "x10" SMOOTH TEXTURED BAND FRONT ELEVATION - Al 16-0" RIDGE VENT SCALE: 1 /4"=V-0" T-0 RIDGE VENT 1'-0" TEXTURED FINISH 12 zz:::::�5 LEFT ELEVATION - Al General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF + PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath, All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame 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. a , , t b�� O 'use .;FEU' .r.• � a�'c pin � J ` � 0•• `•d �? li .—o (` 0 'a' �" `\ OFESSNO��, 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. _ � U N f4 prp 000 N _k 01 LO _ 171) N N W LL M h � �y LJL L.JL 0. rn fri Q C0 ' M I W rA yc''LL O'aLu c N m m O W 2 E T Q �a LL �. 0 9 N d W 0 04 U 0 Z _J 6 < °0 ❑00 ') Z N O 1 O � QNQ Z O Q J M � N _ M Z � O (Druu_ W � 0� 0 I ^ v I l.0 F E UOL RigN— W m T E O ' 3 t N V O N 0:� C/) N o) M 1I- r` w M o Z � W E Z oo Y N aN Q Z® F— x� U 0'U C3 CO E N dp °dz oo Q tt� w2 JW L (a � i ❑ Z gyY U m M O o� Z N mm aw W 82 zO � Q U 82 O¢¢ LL 0 sr i U d N �� O aZ =� >� co �Y ❑W z¢ a F e^� •° V ti 05> d' L ai .> n/ M LL J O �� Q L ^ N /I1 m ryo r__ � r N o Z N s- TLO M r- w 0) C)N M o Z E CN C z _ 0 E d :3 c n. U _J Q � JOB NO: 20-2746 SCALE : AS NOTED SHEET NO. 3.1 U 5'-101, 1'-01`_1--1------------ 4'-0" RIDGE VENT 12 5[::� 12 12 5� �5 12 5� REAR ELEVATION — Al 16'-0" RIDGE VENT HEEL CV T.O.M. 5 21-011 HDR HGT. —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — —— — — — — — — — — ---------------------- fi TEXTURED 9 CEMENTICIOUS co ao FINISH ON C.M.U. (o (TYP.) SCALE: 1 /4"=V-0" 12 �5 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 1 I oil — — — — TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) 35 SH - - It_ __ - - ------ RIGHT ELEVATION — Al General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame 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. YY Ai ti(-0 Q d f ULU o �O !. F LC) Q�OFESSIOX'XP\ \\ 1!!!1100 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 OD OD 8 N (p p�pp Q Oto OO N ik CM M N N LL Q) J * ul u l.L LL n' 'C") ni W N {Vwyj� a Qi c ii n' LU d K Z ar°rn 0�O Co w o I m o W E°'O' spa ILZ (6 N O d' ❑ NQc+�Z V Or Z �d ❑❑❑ W N z o z < d N aroma t/1 z o �v ' Tm V5 Y ` v LLJ U C) � a o—� w 0 to o 1— U CO d w rn r- ` E O 8 C) o 0 L ¢ IT w 0 r� C w M M i ¢z os Z LL cd-E z o ooas o E V Z® o a ca ~ ❑ — C �0 oa 00 o� o C:) It az ao <o aZ ¢W Wa rp N C� o z� Zm J ¢ w to a W ¢ z Z d MEN /? U R K o Z N W k oLL �3 >° CD UjCD a OV -'S �N 0 = N > d' L m 12 n, W C9 ' .= c � Cd N Q C p,! -o O T N O .� Z N T TT T U—) r .1. M T_ r CM N E c N N Z ca E O �, E m Cl- 0 < o JOB NO: 20-2746 SCALE : AS NOTED SHEET NO. 3.2 i i ' L I!IIF1'I!'tlll��-III�IIeII'III'I'I'll 2 1" cat 2" N �o = 1- VARIES *NOTE: FOAM TO BE USED ONLY WHEN REQUIRED BY COMM SPECSU FI TY NOT,ii DETAIL TO BE 1" 2" OPENING VARIES 2"2 BUILT W/ STUCCO. EDGE OF OPENING T�N _ CAP 1" RADIUS 3 1/2" RADIUS 1/2" RADIUS 3/4" RADIUS 4 1'-54" 1/2" RADIUS ill-4" VARIESIa VARIES Mm M AlC° TIN CAP 1" 1" 1 _0 1 0 M r N 22' 12 VARIES VARIES -IN 1" 1-4-1" 1 1/2" RADIUS 4" 3" 34' 4 chly r� o'11R 1 a 1 T �� 41l ' I I I C&t N '�� r-INN TIN 3" 3, all 4 4 2" � _ d' VARIES 12 rim c� 3211" 32 1" 1" 1 -8„ 1" 2 1/2" RADIUS BASE - LO r • CU BASE 3�� 4 / • N 4�' 1z *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 EDGE OPENING 2' �N 6 �. 1" 1'-4" 1" 24 • 1-1/2" THICK 1-1/2" THICK 0 CV 'JII��yII o1 rM I 21" 4 la � I 10" L 6" L co _ N L4— 3n a 2 N 6" 2" 2„ �t cn w cn w rM 1-1/2" THICK 32' 21" 4 rM 2'-4" 52 1 5 52 Al -IN 00 t[) 1'-4„ 3" I 1 N r - � IN 54,E � 4" 1" 12" VARIES VARIES 2' cn W � Tc� -C14M� 22" VARIES VARIES 4, rl r--------- 00 I co i Rs —�— J2 �- r 3z • 3�� is �1' L 1n 44 • �� • KEYSTONE F11 0 � OPTIONAL ' 4" GARAGE DR. OPENING 4" KEYSTONE F11 00 _ 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" - R44r z • VARIES 2" io 1 " NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 3'-8„ 4" T-0" 4" 101, 1'-4" 10" 14" V-6d' 14, - C.0 o 12' 54. 2'_1�� 1'_12' 7" S34,. � iv iv CV 1 1 o N N Rs3 o?o' • 2 GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH 0 O N CO To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. E Do ~ N N_ oopp i O 00 pr 8 N'2 C r N N M cp J N N LL aD , M D1 -5 j� �2 J. u LL aW a z . M S ��'ii52 �tprn W N awa LU m'u o C, r O O W IL �ET JQ9 a z m c) NQchZQ U F- z °� ❑OO W ZN or Z v Q J M d N ` c o of (D � V' ff wo 0 rz Ow U m d w rn r O a _ AG ai . U o oc W _0 �m o CIO, W M M z z o S- Z U- mr E cL O zo 00 z yZs <N z0 oa N U o U o I— C o N �o a ¢ ww w � L r6 o z z m5 °z LL y o Q W z z iv a< ao Q w �W W �3 p �'ow -' w a � 7x > oz M V w 5 F �o 5' ° N -117 ai E2 nL, W m C c° J N ^ L O O N .� Z N T T r O ui w � N M 6 m � N �; Z O E w :? G a U a Q p c JOB NO: 20-2746 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. POWER CO. INTERSY BON TERMINATIOIS NEC 14, 250.94 J 200A INDOOR PANEL CENTER CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. opper to IIgMs & owlets opper to 20 amp ckts copper to WH cropper to Dryer 2 Alu GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE 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 FET GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET I/--N HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH �?4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE I—O WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE +PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE Q EXHAUST FAN �O) EXHAUST FAN/LIGHT COMBINATION © ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB 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 71] ELECTRIC METER n ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR (✓ T J OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT PATIO GFI WP GFI DISC. AC PAD CAFE FAMILY ROOM ` l% 10 \ I G--- ----- \ ----------------------- ROUGH -IN FbR \ \ OPT. CLG. 17W LIGHT \ \ PRE -WIRE � I rM I \ \ I \ t I \ I I' Ak I k / O V Nt R' S I �l' ITE 61, ' ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PRE -WIRE I W.I.C. M I I ENTRY WP I GFI � kW IRRIGATION PENDANT AS GFI @ 44" A.F.F. PER SPECS F - - - - - - - - - - - _ CH ------------- I I 7'-0„ T 11 � 1 i I � 1 1 l�l � I I \ ,l•.� I Ir I I I \ L_ Y' OPT. \ D. W. I \ (GARAGE - GARAGE DOOR LIGHT AS I GFI �o VP \ PER SPEC % I SINK / ( GFI 4 2-AR- G!'1rF LAGS' I DISP � A.@F _ I I — QLLJ p Q / 7-1 LL LU _ 17 wL > w L------------ GFI @ 44" L A A.F.F. _ f � HAqp -- _ �. G S.D ---------------- \ o DEDICATED RECEPTACLE FOR MICROWAVE RANGE C.M HOOD PER SPECS 3 I \ � � I S.D S.D. � � \ EDROOM 4 B ROUGH -IN FOR OPT. CLG. I I I I LIGHT PRE WIRE; FI I ROUGH -IN FOR ROUGH -IN FOR BEDROOM 2 j LLIIGHTPRE-WIREBED�OOM 3 OPT. CLG. FAN/ t ` i LIGHT PRE -WIRE VERIFY METER LOCATION WITH BUILDER ELECTRICAL PLAN - ELEV-Al SCALE: %4'=V-0" 0 N 0 N 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 H Q _'08 r- N O op N Xk O O O Of V M N (,4 !_ c0 u' W It 0 N CO d1 '�N6 LL � * W LL LL a t a o M 5 ai r- ii W (n a wa LLI Z i -0r)- C" b C) co m 0 W W m o ti '� m ¢ o �a ILZ rn2 & 0 NQ co morn V O Z ° d J DE3❑ W M � Z N O 0 0 0 z z o J M d N M t/'1 a oal � _ w 1� T f6 V V= Y L'U 0 a � 0 N ° r,y,t H E {ilk Rig '— U c0 W m r— m E — 0 8 ml.. . z� U o ¢� 4m o w M M i Z a � ce E 65 w ��� zo Z® Q Uj ❑ a 00 ca 1— 16 o E M0 X U O ¢ ao 0 az N ¢0 ¢ L rp o Z2z U y m 0 Z� Cn W m Q W a g g 0 W o� a �Z wz =3 o }° co V 'Will z3 < 0 ° �N 0 = L � rn m n1 W � c� �y c LL. CIO N Q^ C CL o 'NCB IY N o .� Z N r I r r-, M r ci w M N a E 3 N N z c E Q a U 0 JOB NO: 20-2746 SCALE : AS NOTED SHEET NO. 4 ATTIC VENTILATION CALCULATIONS ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation E See lev ( ) required needed required soffit by upper needed ventilators Main 19.000000 2.000000 Floor 2276 2185 312 1092 78 546 561.0 285.0 276.0 (Zone 1) **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN - ELEV-Al SCALE: %4"=l'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. **CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ, IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. No. e * � F O E S S t To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W E 00 Q _ Zo 8 O N Lo 0 4 M (D M N r_ N# 00 Lt � C"- a : t W U).5 � 2 u— - M 13 �j S W LU y a. Z v�� ZO a�9 m00p W Lcoo iE°�'rn Boa z LD v ¢O N¢ m Z O F z °� DO❑ W z N O z N � � z Q M � N ur) _ M z .o — —J LU Y w o o a 0Co N V1 w F- o ZD U C° rn Tw o $ r = ai z� U 0 N Q � o • ~O w M o R U_ ZO � Z ON Z0 Q � v wo 20 D a cEu I— C X U 00 o E No ao p Q & w W K L N CY Z U h m O o, Z N U) m Q Q W 20 Z Z U fl- o gZ a m w U� = G ~¢ O oZ W F =� F ¢o IIIIIIII� coO � 5 a x � oo3 °N > d: N W 0 .> r. n/ c LL J N ^ Q C o w O m IL C N Z N r TLO _ o cM CV E E z° E O02) E cc n U � Q p JOB NO: 20-2746 SCALE : AS NOTED SHEET NO. 5 C C > C2 58' 15'-0" T-18' 5' 2$" 6,_OII 21 - 6-2" 5'-1,. 6._4' 5,_O" Ou 3 -0 TYP 40 2'-6" x 2'-6" x 1'-0" q L W/ (3) #5'S E.W. S3 H.B. ■ ■ ... ■« ..■ ■ ■ FV .� .~ . _+ — —. —• — _. — — — — _. — — — — — : r INDICATES FILLED CELL w/ 3000 : ■ — —. — — PROVIDE %2" x 9' iv _ PSI CONC. GROUT FROM FT. TO I BEAM W/ VERT `t 31/2" SLOPE 41 RECESS FOR FRT. DOOR1L.- �t in "' STEPS AS (1) #5 REBAR I ABOVE SLAB TYP @ ALL in TOP OF CONC./ PAVER TO BE 4" io BELOW FIN. FLR, co REQUIRED PER FIELD 0'-0" I PLACES SHOWN HOOKED FTG. I 0" 4'-0" 2'-0" 6'-0" V-10" 5'-2" I I n CONDITIONS --CJ�* DOWELS 5" EMBED W/ 25" EXT. ; ABOVE SLAB "GRADE 40 STEEL" — — — — — CJ C — — —-....... (' — . ■ DOD ■ ■ ■ ■ ■ u I- TYP PROVIDE D"RECESS I I FOR SGD. REFER TO - -----------'E'—--------� I HVACCHASEi AHU I;; it eo o L S3 I MASON'S SLOPE FOR I WIDTH in BASED ON LOCATION / I. ; W.H. / I co 2 #5 REBAR -3 1/2' 32'-84" `�' 4' g$ VERTICALS w/ in I L_ FILLED CELL I I — 3T-52' 21'-241I 64" T-8" I T-8" I 2'_1"• • -3 1/2" SLOPE 4'-0" ; I G :: OPT. D LO S3OP CJ I -- — — — — —1 CJ GJ . fi— r i - — --_—_—_—_—___—_——_—_--.: I. CJ o ( —f-1-- } I EDGE OF SLAB 2" o IN__L.......... r -- — CHASE TO ■ . .I...........:. I KITCHEN ISLAN I I I ISLAND I 2'-6"x2'-6"x1'-O" LOW WALLS I I I a� I ; BEYOND WALL I.i I I' S3 o ; D.W. W/ 3-#5 E.W. �� —_ _ �— — — — — 1 bN CJ I' ' G SINK w/ DISP +- l i K ' I S3 iv { O S3 I o O r I 23'-11" 2'-10" 4'-14" • M III I (2) #5 REBAR iv ; I CJ CJ CJ ° K VERTICALS w/ in FILLED CELL 1 i N..................... T I 11 0,_0,. T^ 0 -N' / � ............ . co 00 CD 13'-543" T-2" : CJ --CJ ■ �I�80 ; ...... ici Ci : % �J : 1 ib Cl) I I I 3-1/2" MIN 2500 PSI CON C 0'-0" °' / ✓ I SLAB OVER 6 MIL VISQUEEN VAPOR BARRIER I : ■ PSI CONC. SLAB FOR I ::::::: (' :.• .: (3000 I { f ' I I HERNANDO COUNTY ONLY) ' I &P ■.................. .. �.._...............� .... N, .......eN ..._........�« « ............ ....................................... T-2" M 4'-8" 5'-2" 5'-10" FOUNDATION PLAN MONO - ELEV-Al NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN w z ---r---= Et„ S CONTROL JOINT DETAIL SCALE: 3/4" = 1'-0" .; • :;= #5 CONTINUOUS . j , . , • " "•. REINF. SEE FND. FOR • " QUANTITY ,: , ",; #5 X 25" X 25" CORNER '•;, j '� ', :' '•;, ; ; :' BAR ONE FOR EA. •' HORIZ. REBAR, TYP. •_."•,•.• •. •:`�•-• ��•• • .., .r. U.N.O. _•tea-r�•�•, :.:'' :.:•- ' ;:': :;:,:.': �_ "Alternate: _ �; • The reinf. bars shall be ;�;,; • ;r,; ;�;�,; ��;,,.'�;; Cont. around corner by cold �; ••�� bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" II_ I k QOWIV ..e® . e •a � �• •" 1 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. MW Q �8 0 0 O 00 N tp oD N * Ri 0 (0 MNh N J V toLLLL J H NLLN W "LL a a ai m ii °' a it Cco Z 13 acnR o Q�, 2 0 � N W, 0 m CLl .OI EcP ¢ a z LLW N NQrmZ 0 V O J Z o V ❑❑❑ W � o 0 S <� z o ® M Cl-N E3 0) M (D4- 4J ti' N Y w fl- n U ® a 0 tV) LyI H Ly o {ate air � m L.A., � P- e 0 8 e e•,., U a m U) ¢ o C w M za Z li Q E o �� wj >� ® ❑a U w¢ t— C _ O E xU � a¢o pU °Q N fu U ¢ a Z z w0 4% o Nm U v J < wz U) a ° ° N C Q 55 a oa LL 10 oLL a m, 1F 7� O wF ffO �t YNaF 3 �N 0 = > d' C CU CU �y c Cy) LLA � J N �~ Q N O o -hham T"' N = o C� .... z N T" ,r— LO r = Imo• M r- E O N M o z O E FL U -j Q p JOB NO: 20-2746 SCALE : AS NOTED SHEET NO. 6 v+ 3 N W s rn C) 0 J CV I 0 rn W rn 0 -51 UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 -10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 1 Od x 1 112" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 1 Od x 1 1/2% 8-1 Od H HTT4 3610 3105 5/8" ANCH. /(18) 10dx1-1/2 HTT4 4215 5/8" ANCH. /(18) 10d x1-112 J HTT5 4350 3740 5/8" ANCH. 1 (26) 10dxl-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD313 * 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 H07B * 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 14-1 Od 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 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) 1AI' x 3" WEDGE BOLTS "X" HTS 20 1310 1245 24-1Od x 1 1/2" HTW20 1530 1285 24-1Od x 1 1/2" SP1 555 535 10-10d SPT22 735 8-10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 1 590 555 1 12-1 Od x 1 1/2" HHCP2 680 1 570 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 (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). (B INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED, FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. Rt STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR 2 PLY CARRIER (A) INTERSECTIONS. SPLICING / 2 x CONT LEDGER TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" 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. ElREFER TO SG2A/ST3 FOR ADDITIONAL EMBED ANCHORS SEE SHEET D-1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV-Al SCALE: %4'=1'-0" `owIttrttrrer,�'` O� U .• �0 a •' FU "OI-ESSIo*'Pe �\ ei�rPtrtttttttt`���l� To the best of the Engineer's knowledge, information and belief, the structural plans and specificafions contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. M W E 00 a 00 E N (0 00C)9 (0 N P a) O M 0) 'ENO 0 N s-1- 7 ° ui M V1 S W Vj Q > -:L 52 a a Zgram Of (1) CD �00 Co m W 0 r- m W �Ec' <oa m Z N o Q 0 NILQ0Z 01— Q z ° d ❑❑❑ W U M z � o o z S v Q J 8 d N M U) tr1 z ML w o 'U o a a V) ~ Ic r— o U 00 w � 0 880 a... 2, U) w ri Q QV 4 0 C �W M Cl)S _1 U-❑ z 2 o z w¢ z � � QC O W z N Z ❑ a co(J C o X U 00 CZ)ad N L ttF z 0� W w W. U) C Z O Y m O O O LL z <m �z WJ CL o of _� C:)w, Jw � >O V' z ¢ a OUP =N 0 = a; nL` W co f� .? Q O r C) '(i p I\ =3 T LO r T r-, M r E c M CV z N i6 E Occ Z 2E a-U J Q 0 3 JOB NO: 20-2746 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 5-112" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'4' and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load <1 .0 Safe vertical load Safe horizontal load GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS liffirwi . WPM Z of 8F44 1 B/1 T 8F40 1 B/1T 8RF40 OB/1T 8F321 B/1T FORM & GROUT SOUD o �W �0 A��#5 BAR CONT. 8F12-1 B/iT O "V" LINTEL DETAIL SCALE = N.T.S. �E E e 1M 9 0 LE F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY = J ¢ W 8F16- B/1T UJ 1e z r tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS cTi p ca lintels = 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. #5RREQ'DAT ALTERNATE POWERS M IN. (1) -1/2" CLEAR STEEL LINTEL M.U. #5 REBAR AT TOP d MIN. (1) REQ'D ° 4 1-1/2" CLEAR a —GROUT J = � Q Ln � F -#5 REBAR AT - = f!) W Z BOTTOM OF W O - ' a LINTEL CAVITY u~i O O \ ` /n` \� BOTTOM o T' d z v REINFORCING ¢ ¢ C7 Z _ PROVIDED IN Z u-'i W N > > LINTEL ¢ -' C' 3 No #5 REBAR AT B( Q° �, <° AS INDICATED (VARIES) u~i (Lru 10L LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementiduos coating. See contractor specifications O 5'-10" LL O O 4'-6" LL 4'-6" LL O 6'-6" LL OE MIN. 17'-4" LL O 5'-10" LL LINTEL PLAN — ELEV—Al SCALE: %4'=l'-0" F�o VVIV *1`1 .SE. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal, 0) F ro E oropp Q O N N # O C)O 0) to -3V C') N C'N 'n NO V_ w yLL�22 LL L a N c-) w - to a ai0) aaLu z a�� 0 X o N O m m 0 W 'morN'�o g� WEmrn Xan. z NQccoZ ¢O� IL U F _J ° v ❑13❑ W (D z N o � o � N � O Q J 8 � N U) N z (ry Y (� w � U � ¢ O w F- o U M w 0 01- Q e� c W o Z ULce E zo QO >o 0 <N Q E UUcu Z oa F- r6 RO� 00 0 O E N Z <o Q a Z Ww L COV m Z NO m F }Z son O_ > U W LL = a N W W O LL oW < =3 O NMI CID �f Li z�¢ a= ov 3 °N rr, L N c 0/ IYI- ca N O 7 T N _ C> Z N r T T r r-,M r co CV co 0 E N i6 Z E C)0 a. c� ¢ o JOB NO: 20-2746 SCALE : AS NOTED SHEET NO. 8 �IV116�IYYl�IE[IIIWIIddItl�I�VW�YIhY]YIIWIIY�IYI�VICYII■Y■I�IIYIIII�r■■I�YWWWVY�I■Ilr�tll■1�■■IIIVY■W■■Y■yWu����� lu,�► o� 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 A F DECEMBER 31ST 2003 C ROMATED COPPER ARSENATE CCA-C WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL SO H ( ) 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 A24-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. 7A 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 KGIM) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS i. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 51TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE T13I1-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90.06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ed. (2017) AND FLORIDA BUILDING CODE 6th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3. 3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD: 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTICWIO 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 L/480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT, BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4.1.1. REINFORCING STEEL SHALL BE ASTM A615 / A6151M-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 X, GROUT FILLED MASONRY: Y4 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) : 31/2" MIN. THICKNESS WI MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4, 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. 4.3.5, METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER : 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4. 4. 1.2, ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4,4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131" 10d = 0.148" 12d = 0,148" 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4. 5.7. CONCRETE EMBEDDED'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 7' BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3116", AWS CERTIFIED WELDERS, CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ed. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 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 - Concrete oyerpgr and mortar along the foundation perimeter must be removed be ore exterior soi treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemical 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 buildingg department by a licensed pest control company before a certificate of occupancy willbe 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 WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN T-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V = 140 MPH) TYPE: 5B SINGLE 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 DRA WINGS AWINGS 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)/8" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. Q.O VV N -. yam• OF`\ h� t p. •. Q 4 F � x To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - 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. FCo E � r- N cp N Q C:,O O m m N# U N IN M 0 � Jc,S LL W U)AWN u- iii y ch W tq a �a�o_ DSO m2¢ W mo�fO W < C,a C)z Q p �yQMOF J LL 0 d Z v ❑❑❑ W M � Z N O (D - pOp O Z o J M �i N M l�nn o �Ln V LL LU Y U 0 ,,, � o Lo U C° WE E - o g U o N c= (0 d ° Q °i 0CD m CID w CY3 o Z U_ E z o > ry n O ? 2 0a (SS o E o �o 00 0 &z N f6 L �d o ¢ a t w Wm c o Y 0 0 1 Z, _ � >Z zz to a d QW 8� ZZ 5Z a ,n w W o o yLL w <� M3 9 '- �0 0 � 0< Z Q a o� U = •o CV = i MCN i� Q N C:) L1 /11 m ^ c T N o C� z N r LO O N r M o Z E y E m N c m d a U 0 Q p c Q) JOB NO: 20-2746 SCALE : AS NOTED SHEET NO. SN I 1 11 1 II'l llll 111 III 111yqIIY nll 1110 P I IIII11'...'. 11111111 1.'1_lll_'1 P I IP 1 INMII! III 11 911 1 1 IL' 1 1 1 _ " 1. I I�_ 1�11191F'?'ll'fI N71111111N ILII _ _ ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE 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. & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. EDGES& 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0,280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAYBE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + 6'-0" + 6'-0" + + + + +++ +++ + + + + + + + + + + + + + + + + + + + + + + + + ++ +++ ++++++++ + Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" 5000s 1.8/1.7 p nel wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1 /8" or two 1/2" 602.0 wood panels 2 x — + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking / 1/8" gap FILL CELL- STD. 90* HOOK BOND BEAM 11 SIMPSON MGT h w/ (22)10d w7 NAILS TYP. GIRDER TRUSS j STD. 90. CONT. #5 BARHOOK BAR 2X TOP PLATE 5/8" � #5 CONT. THRU FROM BOLT FOUNDATION TO HIGHEST BOND BEAM v BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. }Small gap 2" min. 2" max. � 4" max. PJ d Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING �" GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - Under 2nd floor c-Il Imrt ur/ Ingle N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * over squash=20 blocks and Non -stacking walls require additional wall or beam below.* consideration. Check local building code for appropriate 1/16 details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side 10 -0 at bearing. TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE O 0 0 5'-0" ¢ - STUB -OUT FOR 0 1'-0" 0 9 ;n GAS METER a O i:V = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-Y (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 164' (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" (10d) nails at 6" o.c. 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 (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges higher than 15001b BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls: - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — 6" A 1/" ROUND HOLE MAY 6" 6'1 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 Any 16" joist 12 1'-0" 1'-1" 1'-2" 1'-2" V-3" 1'-9" 2'-4" 2'-11" 3'-7" 4'-2" 4'-9" 5'-4" Span (ft) 16 1'-0" 1'-T' T-2" 1'-2" T-T' 2'-5" 3'-2 3'-10' 4!-9" 5'-7' 6'-4" T-2" 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 MAYBE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1%" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION, USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate ® BC15000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BC► 6000s® BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC160sP 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" 6-16d 6-16d LC 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 When joists meet over wall, provide 13/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Jc Backer block (12" wide min.) Nail with 10-10d nails. Install tight to top flange. \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4%2" gap —J—ZKBacker Block 'Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4%2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist p depth I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM-` ° SEE PLAN FOR °• a • • ° FOUNDATION INFO 4 ° a STEM FOUNDATION GRADE REINF. SEE PLAN n 12 M1 I 1=1 11— 1 ' II�III1 °�a 1�I-1_ II—IT. � h A/C CHASE 4" PVC (2) #5 REBAR 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. 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 MI Mr \ IP'-P1T10% A I TI Ir-N1 1 r-k Ir% TOP (2) #5's x 4'-0" CENETERED @ PIPE—\ PENETRATION q A PVC OR SCH40 SLEEVE /—PLUMBINGE LINE a a _.�a'A : a CO Z •d •.• SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE d 4O' ° / eeA.G a 4 ° °. a n d ' T d SEE FND. PLN. SIZE & REINF. 0VVr >` ' «• 4t 11, LU O,' E S S 10 \\ r/rf en t tl � 11 tt`��1�A To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. Q Coho m CopCpop O V V N N it W 'I 0 CCD)000l N ,� U. u_ a M Q Z N W rn >mLL aair ac�� 0S o Wm @ago X,m0 m m usILW 01 f Eg & X 0 a Fc Z� N° 6 0� NQMZ U I— J Z U ❑❑❑ W I (D �o _ z o Imam z J th d. N V ll 4--+ "' o to 1l r o Z w m 8 .. -1-0 zl ¢ 8 �m t w Mz � J E � N O- O E U 0 -, �' Z o a ca o cV i.0° a8 Q°z 0 O� wz Q% 1- (o ao ¢ . z aLq m 2 O Cl)C - v i O Y U y O 01 Z J ¢ ° Q W z to /n N 3 0 O az U i y� 1k 3 J � CD J acz) al =� 12! ;o x Q0 $Ia a o 3 °N >� Ix L N 2 ^1 W @ c� N c LL1L. J � N ^ Q ^ L 0 O o /�1 m -0 2 (� d' N .� T z N T r LO M C) N V— iD N M � o Z z E 0 E U c a U JOB NO : 20-2746 SCALE : AS NOTED SHEET NO. SIN 1 ITIll' 1 i 11 I 111191 Ill ill P 11 1, 1111 _ . _- I i f V (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. <_ 8'-6". (2) @16" Q.C. W/ (2) ROWS 2x BLOCKING @ 3rd FITS16d TOENAILS T & B FOR WALL HGT. > 8'-6". 1/2" GYP, WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 2x P.T. PLATE 1/4 DIA. X 31/4 TAPCONS @ 24 O/C & @ 6" MAX FROM END OF 2 x PLATE E (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 Q UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH Cn PITCH > 4:12 c ° (2) LAYERS TYPE I OR TYPE 11 (#15 OR #30) UNDERLAYMENT-I-1 I I=III=1 m .. , . o ' FOR UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. i (I 1—I I �I I I D • 'AN - I I=L�I II- �- 1-111-I I I -I I I-_ REQUIREMENTS SEE R905.PRE ENGINEERED WOOD -1I I I I �) ° —� TRUSS @ 24° O.C. U.N.O. 11 I ,I 11= 11=I I I I =1 I =1 I �I I �I I =1 I F_�I ►' 12 f=III-III=11 I i-I HURRICANE ANCHOR @ EACH ZNP') VARIES TRUSS (SEE UPLIFT SCHED.) W! I �F METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING INSUL ION LE SHINGLE ROOF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS s „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR „ GYP. TYPE Ill EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ STUD BELOW TOP PLATE STUD BELOW (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT, FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ (1) ROW 2x BLOCKING @ MID HGT. FOR EXTERIOR OR SHEAR WALLS AS HGT. < V-6". (2) ROWS 2x BLOCKING @ 3rd FITS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < 8'4'. (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'4'. (ALT: 1/2"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 81 SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ STEP, SIZE OF FOUNDATION AND 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE ELEV. 0'-0" OR 5/8"x10' WEDGE ANCHOR @ 24" A.F.F. O.C.) 2" INCLUDE THE WALL x 6 W1.4 x W1.4 ATTACHMENTS 2rr 6 x 6 W1.4 x W1.4 ° ° WWF OR FIBERMESH WWF OR FIBERMESH a p �31/2" MIN. - �31/2" MIN. 4 ° ° ° ° ° a ° ° a ELEV. 4-3 1/2"-=— °4 as A.F.F. p °_ ° a a ° ° ° 2x4 CONT. a a I•,_ b ° ' hI I -I I=T 31/2"(min.)- 4" ° 1 1=�=1 I '31/2"(min.)- 4 a ° o D ° -I =III-_l I I ' - - - ' ' - I=I 11-11- 4 16° 4 31/2"(min. - 4" I--1=1 � 1 1 11 I I —III- 31/2"(min.) - 4" =111�I — -1 IGARAGE DEPTH VARIES ° —I I =..l —1 I i J I-1 11=1TH I I I11=1 I I OrIr V- �1ZI— I —8I ' =1I -I 1I IL i I1 II 1 F=1 I -FT;;I=i (2)#5CONT. If 1 (2) #5 CONT. 4„ 1 t I —I ' 11,�61 I —I t I 18 U.N.O. MIN. U.N.O. MIN. 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @ STEP CC NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 SCALE: 3/4"=1'-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 SN1 ELEV. VARIES FOR ADDITIONAL SLAB INFORMATION. — 5/8" OR 1/2" HIGH ALUMINUM DRIP GONt`Noo�s�� STRENGTH CEILING EDGE sEoo�� BOARD PER CODE (OR 5/8" ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING ecs'-\0 GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM 12" N.O.. 2x SUB FASCIA 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. ABOVE) W/DRYWALL EE SOFFIT SHEAR WALL REQUIRES 2x BLOCKING @SEAMS, 2x STUDS @ 16" 0/C SCREWS @ 7" O.C. SHEET LOAD BEARING OR 2x STUD INSULATION PER FBC AND ENERGY �coN� U J (1) ROW 2x BLOCKING @MID HGT. CEILING & 8" O.C. WALLS ` FOR WALL HGT. s 8'-6". (2) ROWS EXTERIOR WALL 8 C.M.U. FORM SUBMITTED WITH PERMIT /'" NOTE: 2x BLOCKING 8"x8"X16" KNOCK -OUT APPLICATION @ 3rd FITS FOR INSULATION PER 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @THIRD POINTS SEE SECTION C/S3 FOR BLOCK W/ 1#5 CONT. WALL HGT. > 8'4". CHART ON FLOOR FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION PLAN SEE CC/S3 OR d; LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. 1x2 P.T. HORIZONTAL 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" NAILER 5/8"x6" "J" BOLTS BOLT (10) 10d NAILS 8 C.M.U. TYPICAL BOLT INFO. PLATE WASHER TYPICAL 3RD LAYER 1/8 THICK. K.O. BLOCK 5/8"DIA. EXPANSION BOLT @24 " O.C. (IF NO UP LIFT ON @ 24" O.C. VERT. OR 2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR STD. 90-HOOK (SEE DETAIL) WALL SEE GG/S3 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 3500# MIN. TENSION 2600# _ TYPES MORTAR ) ) (6)1/4"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR E * 2X PT PLATE #5 REINFORCING " SIMPSON SP1 SPACED EVENLY � BOLTS 6 MAX FROM 6 x 6 W1.4 x W1.4 �I W/ (10) 1Od NAILS - FIBERMESH WEEP SCREED INSTALLED BAR END OF 2" x PLATE WWF OR FIBERMESH r TYP. `�' 2x P.T. PLATE - w ARCHITECTURAL c PER MFR INSTRUCTIONS o P FINISH ASSUMED FINISHED #3 OR #4 REINFORCING BAR 1x2 PT WD FURRING @ 24" O.C. ` GRADE _ ;, ' ° Z_ #3 $t 4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a _ m .' D[tGRADE 60 MIN. Fy= 60ksi] =T--I l I -I I z M u FINISH GRADE 2 25" MIN. LAP [30" MIN. LAP] D III •.III—�—III=' 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL MONO OR STEMWALL ° — — — �. I = — CELLS SEE FOOTING MONO SHOWN o � ' I i— - w I —'III -III I I� ° I I I I-1T_I=I U.N.O. (� _ w ° D °� _ _ °O 6 MIL VAPOR BARRIER —) I I u ° I- (—� —I I — T FOUNDATION PLAN FOR CLARITY ° r R 1 7/$" `�' I [= I =III— I I I=1 T l�-I 11=1 I �, #5 REINFORCING BAR III .III =III-1 I I I I EEI I 1 11- FOR LOCATIONS) p p °=I i I= 11=1 I(=I I=I I =I �T �, z 1 x4 P.T. BASE NAILER ° III -I 1-III=III-III=III= I I P I Tyr=TI�1 Tyr- ,- #5 LAP SPLICE (2) #5 CONT. -I I �, ; ; ,111, 11-111, 4"x4" INSPECTION ° o° =III=1 I I=I I I -I I I -I 11-I II ( • fil I �" -_fI=T „ ON 3 CHAIRS NOTE: g III-III=III-III-III-III - � ° � L1 — I I —I I 36' MIN. LAP [36' MIN. LAP] 8" 1'_4" 8" 31/4" BASEBOARD PORT AT EACH *FOR BEARING WALL -III— I _) I=) I=III I I COMP. SOIL. (COMPACTED TO — _ (TYP.) FILLED CELL TYPICAL _ _ _ _ _ _ 95% MODIFIED PROCTOR ASTM ' — ���II�--I (1— — 1 —1 101, W/ UPLIFT ONLY MIN. 2500 PSI CONC. SLAB III=III=1 i 1=III =III=III=III-III-III=1 I-III=III-III=III-III-I I �= D1557 TTf� I I�1II I �IIhI (I' MIN PSI MAY VARY PER AT GARAGE CONTRACTOR =1 I 1-III—Ilia I I=III=III=III=III=L I 1=III=11 I=III=i_III �1 1—i ) 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TO CUT BLOCK OR POUR "—i �_-1 I1—III 1 ii III —I I—i I—I-i i—III #6 LAP SPLICE TYPICAL INTERIOR BEARING CURB DUE TO SLOPE —"' "i—i' i "' "' CONCRETE SLAB W/6X6 willa NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD"� TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF WALL W/UPLIFT rG W1.4XW1.4 WWF OR DECO FINISH 4" to 6" _FIBERMESH" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SLAB INFORMATION. SLAB INFORMATION. M `�t =-11— I r ° ` °D I � 6x6W1.4xW1.4 s T I_I o0 31/2" WWF OR FIBERMESH 6 MIL VAPOR o = = _z �- min.) 4" BARRIER04 I I c; p ,� 4 I a a GRADE COMP. SOIL. • • 1 — ° co — — — — — — a • 71117171117— ' (COMPACTED TO 95% — T III-11-1=1 TI I —� i r—tTl 1 _ — — — ` -(1) #5 REBAR w/ OPT. EI I _II MODIFIED PROCTOR _ _ I = _ I II (-SORE �I ENCLOSURE ASTM D1557) R. -"' " -I I_ I I III -III I I -I (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 1'-4" (1 STORY) STD. 90 HOOK (SEE 4 MIN. U.N.O. 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGEL SCALE. 3/4 -1-0 S3 SCALE: 3/4"=1'-0° S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS ---A SEI FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR ) / 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. BLOCK WALL BEYOND O.H.D. RECESS z �M BLOCK WALL BEYOND EXPANSION JOINT 13' O.H.D. RECESS E CV ' T M' ICI I R: �I -III-III :. a. .. '4 I Co . �IIh •°�. ,'e° ° . SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1'4' 1 STC RY) 1'-8" (2 ST RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" GYP. BD. P.T. 2x 2„ HOLD GYP. BD. 1/2" FROM SLAB 0'-01, J CONT. BEAD SEALAN a — INTERIOR -3 1/2" y + ' °` CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB <A n 00 N ' 091 i Cl) 6 MIL VAPOR = — BARRIER1 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.)� F WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. x CONNECTION INFO SEE PLAN FOR TOP OF BEAM &LAYOUT DESIGN SEE ROOF PLAN coo (2) HTS20 ✓ FOR STRUCTURAL r BEAM SIZE & CONNECTION INFO I I 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w SCHEDULE w 6x6 P.T. #2 SYP J w o w ABU66 U —2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"1 TAPCONS AT 8" COLUMN TO PORCH SILL O.C. GARAGE ATTACHMENTS & 18/D1 zzzi--1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS ---INSULATION PER CHART SQUARE CMU BLOCK BASE, ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT q w/ MIN. (2) #5 VERTICALS K, FILLED SOLID (SEE PLAN FOR = 6 x 6 W1.4 x W1 A c�1 SIZE AND REINFORCEMENT) WWF OR FIBERMESHA a BRICK PAVERS or PER �--L 0' 0"FIN FLR �COMMUNITYSPECSAB 4., 4„ INTERIOR WALL SLAB STEP NON-BRG. rK SCALE:3/4"=V-0" ��S3 SEE A/S3/J/S6 rTr1i_rr—'_ 8„ 1 FOR REINF. INFO. 1 1 1 OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL -- EXTEND FILL CELLS TO FOUNDATION PAD E e, CONT. FOOTING STEEL MAT REINFORCING. ' M co GRADE_ — a ° c9 J _III -III a a• 1=1 I III III -I Z F- W I-III=1 =1 11 I 1=1 I FE I w o w cwn o .I 11=I I I_ -1 �-III=111 z 0 0 III-1 ! • ° a -- �I� I �-1-11i-11I-111-111 I I -1 I_II_.GI _ I Ill-111-III-III-I 1 I III -III -III= FOOTING 1-III-III-11I-1 I 1 ,� I =I 1-111 BEYOND PAD REINFORCEMENT " -� 1-1 I 1—i I—' (SEE SCHEDULE) 3"MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 -. 7 =a v%itv Y > O� e e s 's� �J i a ;3' 13 \\ . k 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. � £ � _ 8 O O N c0 op N # Lo C% O co N� 2MCD-0p c0 W LL _3 W iz N 7 u- LL d Alla) U a nw � Z 13 -al 0xo @u�o 0m0 IN M W ca o�m ¢ m �p d O N Q M z J [� N V 0 J z °� ❑oo — M � N O N z o� <c V J M _ M CU �- � Y c6 w a ® Q V) Vv) W c� E 0. N o Elm U m m 0 g I U N p Q 0 ®® �w M z $ o S Z LL Q E E o w �o w� > ¢� Z® N go Qp o< 0a N r0 fu ¢ oz <o W w � in m0 zE Cq 9 W -' m <� Q w �z Z<o Q W � a Nnj CD ¢< o 0Ia a o •� N d' � a� NCIS t, .� I"11 Q C N O CL ^ 1 m C) d. o d7 .� Z N rLO T T O r W � N E '= z Z o E N T `� a v0 ¢ o JOB NO: 20-2746 SCALE : AS NOTED SHEET NO. S3 (MONO) 3 rn C rn 0 16. h CV C1. i a N rn 0 0 J N I N (D -o cm a 0 49 N E O 0 LZ 0 0 i 0 i 0 •U J q> LZ N N a 0 0 0 N 0 -W O m -o 0 (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION- CONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EVENLY EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 2 1/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYp) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. \� SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER +* STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" 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 GENERAL NOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) PROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTINGS 1/ DIMENSIONS ems/ GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. CL TO DRAIN EXTERIOR WALL CLEAN -OUT rA WALL SCALE: N.T.S. Sq 1 ST COARSE 2ND COARSE 3RD COARSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D S4, SCALE: N.T.S. S4 7 5/8" 8" 7 5/81, 8" 7 5/8" 8" KNOCK -OUT NOTCH LINTEL WHERE REQUIRED ] BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT / 4 n d a d d d a d d d d d 8" STD.90°HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N,O.ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION IF NOTES: 1� 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. ZU VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. �3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S G S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE J T UJ > 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. a d d 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. r�I SFFA �N 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" —� O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U,N,O,) SOLID AREAS ARE STEELAND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8" ABOVE GARAGE FLOOR, ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN, CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P.' J-BOLT TRACK BRACKET FOP a aARAGE IOOR W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER, TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1)LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER (2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) BOX HEADER 12d TOENAILS • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP, D� SIMPSON HTT4 TYP. Op �R U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. SL� 12 (TYP.) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH, FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED SIM SON SP2 w/ (12)10d NAIL AT EACH STUD TRUSS BOTTOM CHORD OR 2x4 [BLOCKING W/ 2-16d TOE NAILS 1/2" EXTERIOR GRADE SHEATHING @EACH END FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING (T )LU 0/C FIELD 2x TOP PLATE N V2-16d 2X4 PT STUDS @ 16" O.C. NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS � = CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENTL O.C. MAX. ROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. FP MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90* HOOK IN K.O. BLOCKZIP— ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE -7 /� NAILS TOTAL) EA. SIDE OF 4&,, SPLICE STAGGERED ATTACH ALL EXTERIOR STUDS W/ 4 16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM 5PLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS SIMPSON SIMPSON SIMPSON C SP4 SP2 SIMPSON SP4 SP2 2X STUDS @ 24" O.C. /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2X P.T. PLATE SIMPSON SP4 �O SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS a INTO - TRANSOM TRANSOM FRAMING FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSC j' / LRINTELS / SP4 SP4 SIMPSON SP2 NAILED INTO TRANSOM FRAMING SIMPSON Sp1 SIMPSON RECESS S �PSON SP4 LINTEL 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) ..° • HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (2215# SPF) ° ° • HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (3285# SPF) _ • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (4065# SPF) • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) • HDU11-SDS2.5 w/ (30)1/4" x 21/2" SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A,T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT p • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU11 USE 1" DIA, x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT HTT / HDU TENSION TIE 2S4) SCALE:I SIMPSON SP4 �2X TOP PLATE OVERLAPPING —10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE ROOF TRUSS ABOVE f— 2X BLOCKING a I I 2X8 P.T. BOTTOM P TE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 -(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 0 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 • SIMPSON SP1 w/ (10)10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM 4 % a 1 It- d 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR 1 SCALE: N.T.S. i �1�I€&6F91%�P s� w N �Pi , • yI ' • �/•,., � 1 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H pipp 8 N N it O C) c) p) ci C �p J c" c-, NM�to J4k NJ IN a LL_j a a �m� aa� Z -0 - it m O t Wio Ro_ o 1, CO Q W Z Emrn 0 a rn�No ��y N Q M Z V O J Z ° V ❑0❑ W M N O _ m � N Mal ¢ o d N M z 2 o 0M — U oLu y � Ow V) VLn _ 0!! o N o U C° w E o 8 m9 i U 'o W —0 c ¢ � o o co $Z w M zZ o S- Z u Q E E ° wo zo z® (o ¢o W� gO o¢ =O o< z o E CD N ao �o i a ¢z a fu C _ - <o �m mo Out >z C13 '-� -z a �w W wLL � aLL ww =� F.o Mja o w� >° 003 Za .° N _T_ d' L � W @ C� .> r t° J N ^ Q C N O m 10 o .� z N T— T T M T_ N M o Z E a E _j ¢ o JOB NO: 20-2746 SCALE : AS NOTED SHEET NO. S4 a L -o No to 7t. I N fr x C> 0 ra N tm N i t Q N N v o. E f2 E J L� E 0 i �i a 0 v 0 J N N C\O a� 0 0 0 0 N O N ai 5 0 -Cn Uf m 0 SIMPSON HGAMV W/ (4)1/4"xi 1/2" SDS SCREWS TO BLOCKING & (� 1 /4"x2 3/4" TITEN TO CMU i SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL TOP CHORD BLOCKING FOR FIRST FOUR TOENAIL W/ (2)16d NAILS 2"x4" OUTLOOKER @ 24" O.C. BACKNAIL W/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL SIMPSON H10A w/ (18) 10d x 1 12" AT EA.� OUTLOOKER BACKNAIL w/ (2)16d NAILS 2"x4" SEE STRUCTURAL NOTES - OUTLOOKER AND NAILING SCHEDULE @ 24" O.C. FOR SHEATHING DETAIL ROWS OF MAX. TOP CORD BLOCKING i 45°± rr 2X4 CONT L" BRACE TRUSSES @ SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2)10d 3" EDGES OF 2x4 CRAS BRACE V5'±24" 10d x 1 12" @ EA, ROWS OF TRUSSES @ AT 24" 0/C. CMID HEIGHT SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 48" O.C. EACH JOINT W/ (3) 10d @ 8--0" O/C. EXTEND AT LEAST 90% OF MAX. & (2 TOE NAILS @ AT LEAST 90% OF WEB 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EA. EN END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. ABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d SILL 1/2" CDX PLYWOOD OR r EACH JOINT W/ (2) 10d FROM LEDGER TO ' 7/16" OSB SHEATHING & (2)10d TOE NAILS @ •' BLOCKING — -J ATTACHED W/ 10d EA. END NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 10dX3" @ 3" O/C THROUGH CHORD (4) ROWS OF TRUSSES FROM EA, END TYP. BOTTOM CORD ATTACHED W/ (2)16d TOENAILS 7 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD L EDGES AND 12" O.C. FIELD 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) FASTEN WITH 10dx3" @ 4" O/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" FROMri 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)10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4)1/4"X21/4" TITEN @ 4'-0" O/C ALIGNED WITH O.C. MAX) w/ MIN. 4" GABLE WEB STRAP MISSED VERTICAL SECTION EMBEDMENT IN KO BLOCK SECTION WEB, USE MSTAM36 W/ (7) 2 10d NAILS & (4)1/4"X21/4" SCALE: N.T.S. TITEN ON OUTSIDE S5 SCALE: N.T.S. S5 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 `� 00 °0 SHEATHING DETAIL 1 1 1l ". 2"x4" CROSS BRACE WOOD TRUSSES 6 APPROX. 8" FROM RIDGE FASTENED AT 2X4 RAT RUN BRACING EACH JOINT W/ (2) AT 24" O.C. ON TOP OF 1 1 2 1 1 2 10d & (2)10d TOE BOTT. CHORD FOR 4 NAILS @ EA. END TRUSS SPANS ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF FI 48" (4)O/C FOR THE OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS FIRST E ROWS OF 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL TRUSSES FROM EA. 0/C w/ (2)16d END TYP, TOP & TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL W/ (2)16d TOENAILS MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH SIMPSON H10A w/ (18) SIMPSON SP4 w/ (6)10d x 10d x 1 12" AT EA. 1 12" AT EA STUD (USE BACKNAIL w/ (2)16d NAILS OUTLOOKER SP6 FOR 2x6 WALL, USE SEE STRUCTURAL NOTES - SP8 FOR 2x8 WALL) AND NAILING SCHEDULE FOR SHEATHING DETAIL 2x4 OUTLOOKER @ 24" O.C. (OPTIONAL - SEE TOP CORD BLOCKING FOR FIRST FOUR ROWS 4 MAX. ELEVATIONS) OF TRUSSES @ EDGES OF SHEATHING TYPICAL DOUBLE TOP PLATE 2"x4"CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT W/ (2)10d & (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 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD END TYP. TOP & (2) 16d NAILS BOTTOM ATTACHED 2X4 PANEL BLOCKING @ 48" 2x BLOCKING W/ (2)16d TOENAILS O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM 2x4 "T" ON TOP OF PANEL SIMPSON H10A w/ (18) 10d x 1 12" AT EA. OUTLOOKER (2)16d NAILS 2x4 OUTLOOKER @ 24" O/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ " MAX. EDGES OF SHEATHING TYP. -"L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) r-GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C EA. END TYP. TOP & BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" -� BOTTOM ATTACHED w/ (2) 10dx3" @ 4" O/C SDS SCREWS TO TRUSS & (4)1/4"x3" SIMPSON SP2 w/ (12)10d 16d TOENAILS SDS SCREWS TO PLATES AT 36" O.C. 2X4 LEDGER (MATCH BOTTOM NAILS AT EACH STUD SIMPSON H10A w/ (18) 10dx112"AT EA. OUTLOOKER -� (2)16d NAILS 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4 DIA. x 7 LAG SCREWS OR EQUAL 2x4 "T" ON TOP OF PANEL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" 0/C EXT. WALL CONN. COMMON NAILS (ONE INTO EACH OUTSIDE FACE OF CHORD SLOPE OF ADJACENT DBL. TOP PLATE TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. SrJ 2X4 OUTLOOKER @ 24" O/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ " MAX. EDGES OF SHEATHING TYP. -"L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) r-GABLE TRUSS �1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. E ES AND 12" O.C. FIELD /�:JACK TRUSS SEE PLAN FOR CONNECTION NON - LOAD BEARING LOCATION B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION g D SEETYP.WALLSECTIONFOR SCALE:3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 2"x4" OUTLOOKER @ 24" O.C. W/ (2)10d PER JOINT IINIMUM 2x OVERLAP TRUSS BRACING :ROSS BRACING PRE-ENGINEERED 3EE PLAN FOR WOOD TRUSSES AT LEAST TWO TRUSS SPACES OCATIONS) 10dx3" O/C @ 2"x4" TOENAIL 6" O/C RUNNERS W/ (2) 16d TYPICAL (2)16d PER NAILS JOINT L CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S'J ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. 1 GABLE TRUSS "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 S5 all ° II. ° lI allm \ JI II Ik . II a `° ° .II 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 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2X4 BLOCKING W/ (2)12d TOENAILS 8d @ 6"O/C 1nrnn1"t rnr roo�o 1/4"xi 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ \-BRACING w/ (3)10d x 3" AT EACH CONN. @ 24" O/C -MOISTURE BARRIER .BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN.NON -LOAD BEARING LOCATIO(UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"4" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-0" - 6'-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4°xl 1/2" SDS^^ ^ —?,viv i . ocr?nirva — GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 0 z w a 2x4 BLOCKING -,,,,,,- LOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WE DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB -i SINGLE "L" BRACING DETAIL s SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE -i FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DIET. J/S5 -t CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. L -milli ■101 �� 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) DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION 4y9?�9�i:illl%a41F1�®ff�' 10 .x'w .. O C 4 O e` 'fill 1106�9U��e�, To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2011 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, rn H Q .� .8� N f0 ap OOO N V Q CD 'D J M N N co LL �MO N J 7# 0 7 LL LL n. Q era - aar i Z � �, C, o i �29 mmo W E Q Z rn rn N p �' O Lo A N Q M ZQ U� � OO ❑0❑ W M r z N O — z W NN z O Q Q � J (h d N U0 z �4-J-J U LL 'v V% Y W � �Ir1� U o `G 0 �V) N W c o ro y � U CO w r- E2 e C) s = i' = r U o N • U3 Q lm o WCIDJ M z o Zd LL Q E 0 =o >o z® N <= o00 w0 i.E (d E U O Q 0 Y o o Wz r< C v Z$ O U "° 0 z , '<W `n og go N a �w W U <s H ITE o mz w� �° V < =1w 01 03 > d, d W m ■� r c Csi _ N .-. Q C N O A o '0 (� 6 r N o C3� Z TT c ) c) CV 0 E m = N N z Eo 4 a U Q p JOB NO: 20-2746 SCALE : AS NOTED SHEET NO. S5 1x4 1/2" DRYWALL —1/2" DRYWALL DOOR JAMB REFER DOOR JAMB (REFER 1x4 ( 1x4 1/2" DRYWALL , UNACCEPTABLE INSTALLTION DOORJAMB (REFER P.T. TO PRODUCT To PRODUCT ___ TO PRODUCT PROPER INSTALLATION MAX. 8 4 DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1 X 4 #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X 1x4 P.T. 3-1/4" LONG X 3/16"� FURRING 3/16" 0 X 3" LONG FURRING 2 ROWS 3/16" x 3-112° ( ) FURRING #5 REBAR ' AND NAILED W/ 8d COMMON @ 6 O.C. EDGES AND 12" O.C. FIELD BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCONS TAPCON 16" O.C. & 4" STAGGERED @ 16 @ 2Xg (n'P') BLOCK@ SPACING „ 1 DETAIL 1x8 P.T. FROM EACH END w/ MIN. O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH 1X8 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH _ �� 1x8 w/ 2 ROWS 8d NALS /2 DETAIL (} 3 �� DETAIL FILL SOLID `STD. /� STD. 90 -� I 90° HOOK (TYP.) @TOP & BTTM CHORD, AND 8 ( ) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. BOTH CELLS HOOK (TYP.) NEB NAILS 10d @TRUSS VERT. 3/16" x 3 -1/2" DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. TO PRODUCT TAL SEAT PLATE DOOR JAMB TE: O.C. & 4" FROM (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL P SHEATHING TO Y[B DOOR JAMB (REFER EACH END W/ MIN 2" EDGE DIST. TO PRODUCTDLDILL APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" ` TTOM OF BAND TO PRODUCT x 3-1/2" TAPCON @ 16"1x4 APPROVAL FOR CONN. (2) ROWS 3/16 x 3-1/2O.C. & 4" FROM EACHFURRING TAPCON 16" O.C. & END w/MIN. 2" EDGE DIST. +NOTC @FIRST COURSE MPSON HGAMIOKTA 12" O.C. @@ 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ w/ (4)1/4x1 1/2"SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 ' ` INTO BAND JOIST & (4)1/4"x2 3/4" 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" 0' 3-1 /4" DETAIL +5^ NOTCH 2 COURSES E TITEN INTO K.O. BLOCK s o BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4"MIN. A'A =1610 # FOR 2 STRAPS • ' : FILL 1st4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX SOLID W/GROUT m 2'-0" 8" 1 PLY PRE-ENGINEERED TRUSS ` 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31l4" TAPCONS BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS b 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 45A DIAGONAL (4)10d NAILS INTO LEAVE A CUTOUT 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 1112" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. CONTACT ENGINEER of RECORD FOR FURTHER INSTRUCTIONS. • " ' ;•'' •� •. SCRIBE (NOTCH)N FACE OF ARCH W/ (3)10d NAILS OVERRAN �` �,� •:. •. .a BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL .• ° . CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. ° x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHOR\\_2 ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4" MIN. OF BRACE INSTALLATION DETAILS A 2 X 4 #2 SYP SCAB TO SIDE OF FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO 2'-6" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED W/ 3 #6 X 4'/2' WOOD ) O * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL (2)10d NAILS@ 8" O.C. ARCH DETAIL J 4 MAX. RAD. USEMIN. (1) SIMPSON1/ (CENTERED) w/ XO TO TRUSS TOP CHORD VFRhgN AT 16'I O C + LF NOT jr n r -O 5 -On SCALE: N.T.S. SS 12 + + N PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING. AS ° ' � ' WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED >•� •: > '•Q EMBEDMENT INTO K.) /4" MAX 2'-0" 8" PER NAILING SCHEDULE ALL TO SUPPORT TRUSS + SOFFIT ° ° e.. #5 BAR . '„ ° :' ! i o. BLOCK HEADER — SOLID BLKG. AT TOP BTWN. ARCH O SIMPSON 5 12d NAILS + + p e e p 1-0 ° ° : CENTERED W/ :. 9 BLKG. & BUCK 2X6 TO 2X4 H2.5A w/ (10) 2X4 SYP . ®s n ° IN TOP o 1 X 4 FURRING 8d NAILS EACH TRUSS e P .'' KNOCKOUT / ° ° CHAIR BLOCK 1 8d NAILS @ 8 O.C. AT BUCK PROVIDE 2 8 DIAG. BRACE B 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ CONNECTOR — MONO FOOTING - _ •D •e• . .• o ° x VERT. BRACES WHEN HGT. OF SIDE (3) 12d NAILS SEE LINTEL SIZE AND REINF. PER PLAN AND SECTION DETAILS -I BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" BUCKTAPC- (AT WITEA.HIN 7 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 ° n 2 x 8 VERT. BRACES O INSIDE TO ALLOW FOR INSULATION ARCH 42 SYP @ 24" O.C. ENTER SO IT DIRT 6 z TO BE INSTALLED BUILT UP PLWD. BUCK -° 4'-0" MAX SEE PLAN PRECAST LINTEL STANDARD b °•'. , SCRIBE (NOTCH) BACKSIDE ( 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION > 90 HOOK 0t #5 BAR IN r TO FIT ARCH CONNECT W/ START OF ARC IF TRUSSES USED) W/ (2) #6 X 4Y2' WOOD FOR OVER HANG _ FILLED CELL 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") _ �• �- a �� e o s� BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE (2)1/4" X 31/2" TAPCONS AT 16" s ° INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. ,; e• „r �• ' , •' s• ' , �, s ' ,' �• ANCHOR INTO ARCH BLKG. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-B ARCH DETAIL K SECTION @ ENTRY L SECTION @ ROOF EXTENSION M REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" = V-0" SS SCALE: 3/4" = V-0" SS SECTION DETAILS SCALE: 3/4" = V-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"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 PER ANCHOR 9 ga. PANEL ) OCCURS TOP WITH MIN. 3" EPDXIED SIMPSON "SET" t z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 6'-0" N. EPDXY MIN. 6" EMBEDMENT & O N SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER F F 3" MIN. EDGE DISTANCE FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE COURSE) EXPANSION STRIP tt p c� NON SHRINK GROUT. THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL ° p xp' o v a A REINFORCING AS FOLLOWS: „ SEALANTLL a j PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. e -- — -- �r t- * PRESS PANEL REINFORCING INTO PLACE. — v � #5x6 EMBEDDED INTO 6 MIN. LAP SPLICE 1 1 �� — — — � � EXISTING F TIN (2) #5x6 IN CONC, * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL —T—T� ° .: — — r I 7TI Q to N FILLED CELL SMOOTH. D0 NO FURROW. , DRILL 3/4"x5" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE o. ��- . SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6 MIN. LAP p \ O G SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE - 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. T c TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° \la 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 SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. IIIJJ SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4" =1'-0" SCALE: 3!4" =1'-0" FOR WIND SPEEDS UP TO 110 MPH', PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. l r f t d dtt ��4a���tGi9 vb, I F Q 4sec �fp•�0��` `�1 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. QO W V N f0 0~p N it O cc) r m N J ci M N ^ � � W LL I 0 a3"'rn No J �* w ,. , LLa N w rQ m • � (L w > LL a x afn°' ?' K OF— U 2 cC2_ m o O - (fl W 2 E`a'a, o J V O J Z N Q M ZIL 0 d < Z V ❑0❑ W M � M Z N O _ o o �co N z o 1 �! M !� N Z v o �N �_ u_ s w �- 0 w t.._ cn 0:� o c) 0 - w � r— m E — o 8 U o � w mJz o E �� a� zo ZN Q o U rz ¢ e oa U f0 _ X0 =0 O o E o fV i aI w0 &< z 0W X, ra Cn ¢❑ < O� w, o o� • m >Z �z a� o 5 N a az ow U <o 0 oLL SH F- - w� >O co0 Q7 oa a a3 �N 0 = > d' L N �D W ca � .> O Nc C37 L.L coN J i-1 a C4 m � W r r N o d7 NLo r t CD T 04 E CU Z Z E O E a .. � a U 0 p Q � JOB NO: 20-2746 SCALE : AS NOTED SHEET NO. SS CROSS BRACING DETAIL (TYP.) SCALE: NTS TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS YYI L-1V4 `W ­1111\VVV YYI�✓ TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH :3 TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. ---L WOOD TRUSS —J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE gb VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B —TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL (7\� SCALE: NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD WOOD TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM * * 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC.MASONRY STEEL OR WOOD BEARING SUPPORT A —A ALTERNATE BLOCKING DETAIL @INTERIOR BEARING SCALE: NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT OIL VARIES ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d COMMON TRUSSES. TOENAILS TO TOP SEE TRUSS PLAN PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION NAILS TO TRUSS FPLATE SSPFT OP INFORMATION. BOTTOM CHORD VARIES SEE PLAN FOR WALL LOCATION �— MIN. 2X4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO SEE PLAN FOR PLATE BELOW TOP OF WALL ; o MIN. 2X4 42 SYP P.T. PLATE °. W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE o 16" O.C. MAX. INFO. ° SECTION @ ENTRY s SCALE: NTS 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) SIMPSON LSTA18 W/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHEF SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INFt PROVIDE 2X4 MIN. BLOCKING AT OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS K HIP G.T (2) 12D NAILS AT 12" O.C. MAX SCALE: NTS (2) 2x8 #2 SYP w, O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY MASONRY WALL 4 SCALE: NTS SIMPSON HUC410 w/ (14) SEE PLAN I. FOR CANT. 16d INTO HEADER & (6) 10d INTO BEAM - SEE ROOF PLAN FOR MORE i INFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SC EDULDE/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT rA� SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A F SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED CORNER SEE FOUNDATION ° PLAN FOR MORE INFO 5" COMMON BM. ATTACHMENT SCALE: NTS 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE: NTS SCALE: 3/4"=1'4" SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. GABLE TRUSS 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM \1 ' BM. SPLICE OVER �� CENTER OF POST MIDDLE SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. �• MASONRY WALL BELOW: SIMPSON 4.. HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN a(24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLEK�l 2� G�•Itl��� EXTERIOR ATTACHED SCHEDULE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ ENTRY FRONT WALL SCALE: NTS 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED W/ (3) 10d PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. SIMPSON LUS26 w/ (8) 10d NAILS —� OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 41/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF g SCALE: NTS LOW ROOFIWALL SHEATHING ATTACHED PER NAILING SCHEDULE 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/-----/ L (2) 2x6 BLOCKING UNDER FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE: NTS DETAILS & SECTIONS s. `%yy1��'ialliltt�ddJi�i,r • . ., �6 •• '• �� < ; , O� u i w o 510�` �� \ f+llllll!lltt` 11 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 U N 10 10 N �k N Q N# m W C a�MmN J , M 3 LL ° u- U a c, W N 4 N ii 0 aw it 13,6 z a rn O It,o m m 12W a 2E°'w aod- Z N�Mz° 0 3 Z V ❑❑❑ W N O z z M � N z orime � U �N Lu Y w g a d Q) 0 W � o �� = N X � � o U 0° W F' N E Q p I �— m 4 14 M �W m z¢ o� z Q E ao O >Z Q N Q O E 0 '�' z 2® o a cu K O o o o z � N@ aoa� ¢o Q ww L ro C - C Y mo m 0 o LL >z J cn m 3 o ° z s? 8m° LL m w W a- �k Jw w� �~ >° mio � N a °3: 0 2N = i > L c cm 2 ^` W cu / c E O� J N O n CO N C d7 ._ z N T— Tr O N E N = E OLo a U _j Q 0 j JOB NO: 20-2746 SCALE : AS NOTED SHEET NO. D1 I II'Il'IP II 11111 111 u'I'II 1'1111 , 1', 1' 111' 1 1 1 I = L1,M'Irlg��ll�itmn���l'1'Illwl - i - 1' 1� l' 9 a !II , 1! V THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weat barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL - LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING 2. 3 DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW WEATHER ✓E BARRIER & 1ARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING rt SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI; UNDER DECKING (SEE DETAIL WP07) ED FLASHING 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 SELF -ADHERED FLASHING SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) 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 WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHI EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH FLASHING REQUIREMENTS R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall include 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 NG resist liquid water that has penetrated behind the exterior covering from further intruding into the exterior wall assembly. An exterior wall covering 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 barrier, insulation, or for aesthetics, including but not limited to, veneers, siding, exterior insulation and finish systems, architectural trim and embellishments such as cornices, soffits, and fascias. 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 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 O water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be 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 Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than 0 isCEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 1 that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. 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 (BEFORE FOLDING, SCORE of the exterior wall finish. Approved corrosion resistant flashings shall be installed at the following locations: RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish 0 SELF -ADHERED FLASHING SELF -ADHERED FLASHING NAILING FLANGE 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) 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 G 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 1 LflVl IIIYI] 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN E AM SELF-ADHER 0 11-All PFR PI AN SHOWER SEAT SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER z Lu Il W rn Li U W Ix W 0 U) SELF -ADHERED FLASHING PATCH �HERED FLASHING PLASTER STOP - CONTINUOUS BACKER - ROD & SEALANT A 2 1 2 4 5 a SELF -ADHERED FLASHING INSIDE CORNER Ground 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 I� tv THIS I NATU DO N( DRIP ACCE SOFFIT/CANTILEVER 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 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. 6 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMAMDMA 400. 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. ' 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. 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 TRUCTURAL FRAMING TRUCTURAL SHEATHING TRIP OF SAF RAiNAGE PLANE WRB OND BREAK WRB F LATH Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing _Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside comer will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all 0 0 N ct 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 v co Q E vco O U OD N N_ # V M N N C an Co LJi. Co 0 vi U7 (h N N .3 LL u--W u; � a Q Z N M air �r°rn W U asu 0 W o �00 {{I Aa?o .w CO r- m W IL E m � o a zCi NQMZ G O m U I- < OU ❑❑❑ W � z o z z S � Q r.l M � N (D z a v �N 4--) V% Y O W V) E 2 ,. o U M w a+ �•... WIN0$ r- m E V � d �0 Q o mCD em r W It CM Cl)o 0 Z LL zo WoZ >o EE VO � oa 0, H (0 X U as J o o fz N < o o ¢ w w �2 L C o U m 0 o� 2 Z J tim � <w �m F« 'o Q O� o� O a W �w vOi" z =5 �F o r.0 w¢ °< >_ aF �3: v 0 'N = 0 > d. L � m n, � W .> ry� c � Q C 0 CD O T _ CD .� Z N r- _ T" 0 N r ui 0 M w N co o Z Z E O E U a ° Q p W JOB NO : 20-2746 SCALE : AS NOTED SHEET NO. W P L a Mounting Brackets (10 Gau"E 4-1de x+1 IT x 21 T.' Amhor 1 Wit" 012. A3,25 GIB�. gyp') II WasherrA k cross suppoIrt r (May be cut t Siacket(IOG ge) # 14 Self-IMI'ling Screw A/C Prot Bottom Erb (Typicat 3 In f it Front Cwss Support (May be gut tG Left Bra Vl Ga u+ ? # ' 1- Into l c� l txl I ce d Cross Support into A/C Unit gilzom Sidi (TWical:3 wh she for hurrtcare use) INSTALLATION INfORMATION 3 Florida Department of Business & Professional Regulation Page 1 of2 Building Codes and Standards 3/2a/2016 Product Approval Application Detail Code Entithr or Date Date Date Pending Date TV- version Manufacturer Contact Engineer & License validated By validated Submitted FBC Approval Approved Status Revision 2017 Gulf Coast Supply & Manufacturing, LLC. Eng David Daniel S. Kuhn Locke Bowden P.E. 10/12/2017 10/10/2017 10/172017 12/12/2017 Approved Category: Roofing (352) 498-0778 PE-75519 (334) 300-1800 Subcategory: Metal Roofing infoO_gulfcoastsupply.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL01 3 Prgduets Quality Assurance Approved for Use Approved for Use Impact Design Sea # Product Model. Number or Name Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure 1 0.032&quot; Aluminum 5V Crimp Min 0.03211oquct; 5 V Crimp Aluminum Roof Panel 04/122024 No Yes N/A +N/A/ over 15/32&quot; Plywood -108.5PSF 2 0.032&quot; Aluminum Gulf Lok Min 0.032&quot; Aluminum Gulf Lok 16&quot; Wide 04/122024 No Yes N/A +NIA/ Roof Panel over 16/32&quok Plywood -116.OPSF 3 1&quot; 24ga. Gulf Snap 1&quote Gulf Snap 24 Ga. 17&quot; wide Roof Panel 04/122024 Yes Yes N/A +N/AL-131.OPS over 15/32&quota Plywood 4 1&quot; 24ga. Versal-oc 1&quot; Versal-oc 24ga 16.5&quot; Wide Roof Panel 04/12/2024 Yes Yes N/A +N/A/ over 15/32&quot; Plywood -138.5PSF 5 1&quot; VersaLoc .032&quot; Aluminum 1&quot; Versal-oc min .032&quot; Aluminum over 04/122024 Yes Yes N/A +N/A/ 15/32&quot; Plywood -101.OPSF 6 1.5&quot; 24ga. Gulf Snap 1.5&quot; Gulf Snap 24ga. 16&quot; Wide Roof 04/122024 Yes Yes N/A +N/A/ Panel over 15/32&quot; Plywood 116.OPSF 7 1.5&quot; 24ga. Versal-oc 1.5&quot; Versaloc min 24ga. 16&quet; wide Roof 04/122024 Yes Yes N/A +N/AI Panel over 15/32&quot; Plywood -123.5PSF 8 2&quot; 24gs. Megal-oc Min 24 Ga. 2&quot; Megal-oc 18&quot; wide Roof 04/122024 No Yes N/A +N/A/ Panel war 15/32&quot; Plywood -108.5PSF 9 24 Ga. Gulf Lok Min 24 Ga. Gulf Lok 16&quot; Wide war f 5/32&quot; 04/122024 No Yes N/A +N/A1-96.7PSF Plywood 10 24 Ga. Gulf Seam Min 24 Ga, Gulf Seam 16&quot; Wide Roof Panel 04/122024 No Yes N/A +N/A1-93.5PSF over 1x4 Wood Pudins over 15/32&quct; Plywood 11 24 Ga. Gulf Seam Min 24 Ga. Gulf Seam, 1 3/4&quot; Snap Lock, 04/122024 No Yes N/A +N/Al 18&quot; Wide Roof Panel over 15132&quot; Plywood -108.5PSF 12 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp Roof Panel over 15/32&quot; 04/122024 Yes Yes N/A +N/A/ Plywood -156.5PSF 13 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp over 15a2&quct; Plywood 04/122024 No Yes N/A +N/A/-131.PSF 14 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp Roof Panel over 1x4 Wood 04/122024 No Yes N/A +N/A/ Purlins over 15/32&quot; Plywood -156.5PSF 15 26 Ga. Gulf Lok Min 26 Ga. Gulf Lok 16&quot; Wide Roof Panel over 04/122024 Yes Yes N/A +N/A/ 15/32&quot; Plywood -161.OPSF 16 26 Ga. Gulf Lok Min 26 Ga. Gulf Lok 16&quok Wide Roof Panel over 04/122024 No Yes N/A +N/A/-63.5PSF 15/32&quota Plywood 17 26 Ga. GulfPBR Min 26 Ga. Gulf PBR Roof Panel over 15/32&quot; 04/122024 No Yes N/A +N/A/ Plywood -154.7PSF Florida Department of Business & Professional Regulation Page 2of2 Building Codes and Standards 32e/2018 Product Approval Application Detail Quality Qi Assurance Approved for Use p A oprowd. for Use impact impa Des Ign Sea # Product Model, Number or Name Product Description Contract Expiration Data In HVHZ Outside HVHZ Resistant Pressure 18 26 Ga. GulfPBR Min 26 Ga. GuIfPBR Roof Panel over1x4 Wood 04/122024 Yes Yes N/A +N/A/ Purlins over 15/32&quot Plywood -151.7PSF 1s 26 Ga. GuIfPBR Min 26 Ga. GuIfPBR over 15/32&quot; Plywood 04/122024 Yes Yes N/A +N/A/ -154.7PSF 20 26 Ga. GuIfPBR Min 26 Go- GuIfPBR over 1x4 Wood Purlins over 04/122024 No Yes N/A +N/A/ 15/32&quot; Plywood -151.7PSF 21 26 Ga. GUIfRIb Min 26 Ga. GuIfRlb over 1 x4 Wood Purlins over 04/122024 No Yes NIA +N/A/ 15/32&quot; Plywood -164.2PSF 22 26 Ga, GulfRlb Min 26 Ga. GulfRib over 15/32&quot; Plywood 04/122024 No Yes N/A +N/Al -159.2PSF 23 26 Ga. GulfRib Min 26 Ga, GulfRlb over 15/32&quok Plywood 04/122024 Yes Yes N/A +N/Ar -159.2PSF 24 26 Ga. GUIfRIb Min 26 Ga. GuffRlb over 1 x4 Wood Purlins over 04/122024 Yes Yes N/A +N/A/ 15/32&quok Plywood -164.2PSF 25 29 Ga. GulfRib Min 29 Ga. GUIfRib over 1x4 Wood Purlins over 04/122024 No Yes N/A +N/A/ 15/32&quot; Plywood -123.5PSF 26 29 Ga. GulfRib Min 29 Ga. GulfRib over 15/32&quot; Plywood 04/12/2024 No Yes N/A +N/Al -146.OPSF 27 29 Ga. GUIfRlb Min 29 Ga. GulfRib over 1 x4 Wood Purlins war 04/122024 No Yes NIA +N/Al 7/16&quot; O.S.B. -101.0PSF 28 29 Ga. Gu[fRib Min 29 Ga. GulfRlb over7/16&quot; O.S.B. 04/122024 No Yes N/A +N/A/ -116.OPSF Search Criteria Code Version: 2017 FL#: 11651 Application Type: ALL Product Manufacturer: ALL Category: ALL Subcategory: ALL Application Status: ALL Compliance Method: ALL Quality Assurance Entity Contract Expired: ALL Product Model, Number or Name: ALL Product Description: ALL Approved for use In HVHZ: ALL Approvedfor use outside HVHZ: ALL Impact Resistant: ALL Design Pressure: ALL Date From: ALL Date To: ALL A3 _ FL172441 A Y ESR-3455 12/31/2020 s c ,.�rFt.?'.. � A23 �,. "3i .ts✓..., i� FL10446.2 v �i. -�i 3%.`� T b .�„ ESR-2606 .'w �k :.. ',. 12/3 1/2020 H10 2 D2 FL17232.3 _ ESR-3445 12/31/2020 HU210-2 FL10856.4 ESR-2549 12J31i2020 HD212 2 FL17232.3 ESR-3445 12/31/2020 HU212-2 FL10856.4 ESR-2549 12/31/2626 HD216 FL17232.3 ESR-3445 12/31/2020 HU216 FL10856.5 ESR-2549 12/31/2020 HD216-3 FL17232.3 ESR-3445 12/31/2020 HU216-3 FL10856.1 ESR-2549 12/31/2020 HD26 FL17232.2 ESR-3445 12/31/2020 HU26 FL10856-3 ESR-2549 12/31/2020 HD28-2 FL17232.3 ESR-3445 12/31/2020 HU28-2 FL10856.4 ESR-2549 12/31/2020 _ HD410 HD412-- FL17_232.4 -FL17232.4 - - ESR 3445 .. ----- - ESR-3445 _. _.. _..- - -- 12/31/2020 ................_ 12/31/2020 HU410 HU412 FL10856.9 FL10856.9 ESR-2549 ESR-2549 12/31/2020 12/31/2020 ---- _ HD610 FL17232.4 _ _ ESR-3445 . .. 12/31/2020 HU610 FL10856.10 ESR-2549 _ 12/31/2020 J HD0410 FL17241.7 __ _ ESR-3444 12/31/2020 HUCQ410 FL11468.11 SIM200804 12/31/2020 HGA10 FL17699.1 Evaluation Report 12/31/2020 HGA10KT FL11470.4 SIM200803 12/31/2020 HGAM10 FL17699.1 Evaluation Report 12/31/2020 HGAM10KT FL11470.4 SIM200803 12/31/2020 HHCP2 FL17236.7 ESR-3448 12/31/2020 HCP2 FL10447.2 ESR-2551 12/3l/2020 HTA16 FL17680.4 Evaluation Report 12/31/2020 HETA16 FL11473.5 SIM200802 12/31/2020 HTA20-18 FL17680.4 Evaluation Report 12/31/2020 HETA20 FL11473.5 SIM200802 12/3l/2020 HTT16 FL17324.2 Evaluation Report 12/31/2020 HTT16 FL11496.1 ES-0130 12/31/2020 _ HT_i'45 FL17324.2 _ Evaluation Report 12/31/2020 HTT22 FL11496A ES-0130 12/31/2020 _ _ HTW16 _ FL17244.8 - ESR-3455 12/31/2020 HTS16 FL10456.22 ESR-2613 12/31/2020 HTW20 _- FL17244.8 - - - - _-ESR-3455 --------- 12/31/2020 HTS20 FL10456.23 ESR-2613 1?131l2020 HTW24 FL17244.8 ESR-3455 12/31/2020 HTS24 FL10456.24 ESR-2613 12/31/2020 HTW30 FL17244.8 ESR-3455 12/31/2020 HTS30 FL10456.26 ESR-2613 12/31/2020 HTWM16 FL6223.2 Evaluation Report 12/31/2020 HTSM16 FL11473.11 SIM200802 12/31/2020 HTWM20 FL6223.2 Evaluation Report 12/31/2020 HTSM20 FL11473.11 SIM200802 12/31/2020 HUGT2 FL6223.3 Evaluation Report 12/31/2020 HGT2 FL10456.18 ESR-2613 12/31/2020 HUGT3 FL6223.3 Evaluation Report 12/31/2020 HGT3 FL10456.19 ESR-2613 12(31/2020 HUS_210-2 HUS212-2 _. HUS26 FL17232.6 _ FL17232.6 ........ FL17232.6 _.......______. ESR-3445 __. _ -.- .- - --' "ESR_-_3445 __ .__. ESR-3445 12/31/2020 12/31/2020 12/31/2020 HUS210-2 HUS212-2 HUS26 FL10856-R4 FL10856.11 FL10856.11 ESR-2549 ESR-2549 ESR-2549 12/31/2020 1223112020 12/31/2020 HUS28 FL17232.6 ESR-3445 12/31/2020 HUS28 FL10856.11 ESR-2549 12/31/2020 HUS28-2 FL17232.6 ESR-3445 12/31/2020 HUS28-2 FL10856.11 ESR-2549 12/31/2020 JL24 FL17232.7 ESR-3445 12/31/2020 LU24 FL10655.103 ESR-2549 12/31/2020 JL26 FL17232.7 ESR-3445 12/31/2020 LU26 FL10655.104 ESR-2549 12/3l/2020 JUS210-2 FL17232.11 ESR-3445 12/31/2020 WS210-2 FL10655.107 ESR-2549 12/31/2020 JUS24 FL17232.10 ESR-3445 12131/2020 WS24 FL10655.109 ESR-2549 12131/2020 JUS26 FL17232.11 ESR-3445 LUS26 FL10655.111 ESR-2549 12/31/2020 .......ESR-3445 - ----� _12131/2020 12/31/2020 WS26-2 FL10655.112 ES -25412131/2020- R 9 JUS28 _ FL17232.11 ESR-3445 _ _ 12/31/2020 WS28 FL10655A13 ESR-2549 12/3f&-20 JUS46 FL17232.11 ESR-3445 12/31/2020 WS46 FL10655.118 ESR-2549 12/31/2020 KLEG3 FL17241.15 ESR-3444 12/31/2020 LEG3 FL10667.71 ESR-2615 12/31/2020 T2 0 KS 6 FL172 .1 44 5 E R-3455 S 12/31/2020 MST60 FL10852.7 SR-21 E 05 12/31/2020 LSTA12 FL17 444.18 ESR-3455 12/31/2020 LSTA12 FL10852.4 ESR-2105 12/31/2020 LSTA15 FL17244.18 ESR-3455 12/31/2020 LSTA15 FL10852.4 ESR-2105 12/31/2020 LSTA18 FL17244.18 ESR-3455 12/31/2020 LSTA18 FL10852.4 ESR-2105 12/3l/2020 LS_TA24 FL17244.18 ESR-3455_ _ 12/31/2020 LSTA24 FL10852.4 ESR-2105 12131/20_20 - �LSTA30 _ _ -_ 12/31/2020 LSTA30 FL10852.4 ESR-2105 12131/2_0_20 LSTA36- ......... - - - -- .. _ ...... LTS19 _FL17244_.18-� F_L17244.18 ...- FL17219.2 _ _ESR-3455 y ESR-3455 _....... . - ..--- ..._. ER-0200 12/31/2020 12/31I2020 LSTA36 LTT19 FL10852.5 FL11496.3 ESR-2105 ER-130 12/31/2020 _ ....__. 12/3l/2020 LTS20B FL17219.2 ER-0200 12/31/2020 LTT20B FL11496.3 ER 130 12/31/2020 LTTI31 FL17219.2 ER 0200 12/31/2020 LTTI31 FL1149e-3 ER 130 12l31/2020 LTW12 FL17244.8 ESR-3455 12/31/2020 LTS12 FL10456.29 ESR-2613 12/31/2020 LUGT2 FL17240.2 ESR-3447 12/31/2020 LGT2 FL11470.7 SIM200803 12/31/2020 MP3 FL17244.22 ESR-3455 12/31/2020 LS30 FL10446.15 ESR-2606 12/31/2020 MP34 _._... _................................._...........----.-_................................................................_.........._.........._..........................---- MP4F FL17244.23 FL17244.24 ESR-3455 --.-__...................................................._._..--...._...._................................................................................................................................_ ESR-3455 12/31/2020 12/31/2020 ...... _..._ A34 LTP4 FL10446.3 FL10446.19 ESR-2606 ESR-2606 12/31/2020 ._.................._......I............._......._.. 12/31/2020 _... _-- ..................... ......5...--............ _............ P -- M15H3516-._.__................._......._......._..---FL17240.3 ........................ _ ............ ................... _......._FL17244.22 _ - .._._.._--........_......................_......... -....... _...... .._........_._.._..._........._........... ............... _......... .... .............. ESR-3455 ESR-3447 __................ 12/31/2020 12/31/2020 LS50 WM1416 FL10446.16 FL10667.86 ESR-2606 ESR-2615 12/31/2020 12/31/2020 MSTA12 FL17244.18 ESR-3455 12/31/2020 MSTA12 FL10852.8 ESR-2105 12/31/2020 MSTA15 FL17244.18 ESR-3455 12/31/2020 MSTA15 FL10852.8 ESR-2105 12/31/2020 MSTA18 FL17244.18 ESR-3455 12/31/2020 MSTA18 FL10852.9 ESR-2105 12/31/2020 MSTA24 FL17244.18 ESR-3455 12/31/2020 MSTA24 FL10852-9 ESR-2105 12/31/2020 MSTA36 FL17244.18 ESR-3455 12/31/2020 MSTA36 FL10852.9 ESR-2105 12/31/2020 FL17244.26 ESR-3455 12/31/2020 MSTC40 FL10852.11 ESR-2105 1_2/3l/2020 _MSTC40 M_STC52 FL17244.26 ESR-3455 12/31/2020 MSTC52 FL10852.11 ESR-2105 12/31/2020 _ MTW12 _ FL17244.8 __ _ ESR-3455 12/31/2020 MTS12 FL10456.33 ESR-2613 12f3l/2020 MTW16 FL17244.8 E5R 3455 12/31/2020 MTS16 FL10456.34 ESR-2613 12/31/2020 MTW18 FL17244.8 ESR-3455 12/31/2020 MTS18 FL10456.35 ESR-2613 12/31/2020 MTW20 FL17244.8 ESR-3455 12/31/2020 MTS20 FL10456.36 ESR-2613 12/3112020 MUGT15 FL17240.5 ESR-3447 12/31/2020 MGT FL11470.9 SIM200803 12/31/2020 NFM35X12 FL57&2 Evaluation Report 12/31/2020 MBHA3.56/11.25 FL13904.6 ESR-2616 12/31/2020 NFM35X16U FL578.3 Evaluation Report 12/31/2020 MBHA3.56/16 FL13904.6 ESR-2616 12/3l/2020 PAU44 FL17239.13 ESR-3449 12/31/2020 HDU2-SDS2.5 FL10441.4 ESR-2330 12/31/2020 PAU66 FL17239.13 ESR-3449 12/31/2020 _ GLTV3.516 FL10667.8 ESR-2615 12/31/2020 -PHD2A - ........ PHXJ3516 - - 7219.3 __ ^----FL17241.20 _ - -_ _._,__._.--ER-0200 - - __._....-.ESR-3444 - - _ _. 12/31/2020 .... .. 12/3�1/2020 FGTR CS 16 FL114732 FL10852.1 51M200802 ESR-2105 12/31%2020 12131�2020 RFUS FL6223.5 Evaluation Report 12/31/202D j H1 FL10456.5 ESR-2613 12/31/2020 RS150 FL17244.27 ESR-3455 12/31/2020 H10 FL10456.6 ESR-2613 12/31/2020 R T15 FL17236.3 ESR-3448 12/31/2020 H10-2 FL10456.7 ESR- 13 26 1 0 2/31/2 20 RT16-2 FL17236.2 ES - 8 R 344 12/31/2020 H10A FL10456.6 S - E R 2613 12/31/2020 RT16A FL17236.2 - ESR 3448 12/31/2020 H3 FL1 0456.13 - ESR 2613 12/31/2020 T R 3A F 36. L172 3 E SR-3448 12/31/2020 H4 FL10456.14 SR-2 E 613 12/31/2020 R 4 T RT5 Y FL_1723_6.3 _ FL17236.3 ESR_-3448 _ __..... - ESR-3448 - 12/31/2020 12/31/2020 H5 H25 FL10456.15 FL10456.11 ESR-2613 ESR-2613 12/...... 0 _ 12131/2020 -RT7 - -FL17236.3___..- ..__.----_---- ESR-3448 12/31/2020 H2.5A FL10456.12 ESR-2613 12/31/2020 RT7A FL17236.3 ESR-3448 12/31/2020 H8 FL11470.3 SIM200803 12/31/2020 RTBA FL17236.3 ESR-3448 12/31/2020 SP1 FL10456.41 ESR-2613 12/31/2020 SPT22 FL17244.30 ESR-3455 12/31/2020 SP2 FL10456.42 ESR-2613 12/31/2020 SPT24 FL17244.31 ESR-3455 12/31/2020 SP4 FL10456.43 ESR-2613 12/31/2020 SPT4 FL17244.32 ESR-3455 12/31/2020 SP6 FL10456.44 ESR-2613 12/31/2020 SPT6 FL17244.32 ESR-3455 12/31/2020 SP8 FL10456.45 ESR-2613 12/31/2020 SPTB FL17244.32 ESR-3455 12/31/2020 SPH4 FL10456.46 ESR-2613 12/31/2020 _---SPTH4 FL17244.32 - -- -_-_ --- ESR-3455 - -- 12/31/2020 SPH6 FL10456.47 ESR-2513 12/31/2020 SPTH6 FL17244.32 ESR-3455 12/31/2020 SPH8 FL10456.48 ESR-2613 12/31/2020 3PTH8 FLi7244.32 _ _ - ESR-3455 12/31/2020 U24 FL10655A41 ESR-2549 12/31/2020 SUH24 FL17232.13 ESR-3445 12/31/2020 HHUS28-2 FL10655.3 ESR-2549 12/31/2020 THD28 FL17232.16 ESR-3445 12/31/2020 HHUS410 FL10655.4 ESR-2549 12/31/2020 THD28-2 FL17232.16 ESR-3445 12/31/2020 HGUS5.25/12 FL11468.11 SIM200804 12/31/2020 THD410 FL17232.16 ESR-3445 12/31/2020 HGUS414 FL11468.10 SIM200804 1223l/2020 THD412 FL17232.16 ESR-3445 12/31/2020 HDQ8-SDS3 FL10441.1 ESR-2330 12/31/2020 THD612 FL17232.16 _ _ ... UGTS3F UPHDS _- FL2033.1 FL17219.5 _ESR-3445 . Evaluation Rep__ort - - -- ER-0200_ _ .. . .:.....r 12/31/2020 12/31/2020 MSTCM40 HHETA20 FL11473.19 FL11473.9 SIM200802 SIM200802 _ . _ _. _... ..._..... 12/31/2020 12/31/2020 - - - LGT3•SDS2.5 FL11470.7 SIM200803 12/31/2020 - - LGUM26-2 FL11473.12 SIM200802 12/31/2020 PR D CT APPROVAL o 11 o AL HEET SPECIFICATION o s rZo78{ As required Florida Statute 553.842 and Florida Administrative Code 9B-72 lease provide the informafio v - q by , p pr nand approval numbers on the building components listed below If . they will be utilized on the construction project for which you are applying for a Category/Subcategory NUnufacturer Product Description Approval Numbers Test Pressures Exp. Date 1. EXTERIOR DOORS A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf 12/31/2021 ThermaTrU Flrber-Classic and Smooth -Star (NON -IMPACT) FL20461.6 +67.0/-67.0 psf 12/31/2021 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.9 +67.0/-67-0 psf 12/31/2021 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.14 +67.0/-67.0 psf 12/31/2021 ThermaTru aTgrid Classic -Craft Benchmark FL15225.1 + 67.0/-67.0 psf 12/31/2021 ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 psf 12/31/2021 ThermaTru FiberClassic, Smoothstar, ClassicCraft, Rustic FL7640.1 +67.0/-67.0 psf 12/31/2021 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf 12/3l/2020 PGT Series 5570 FL251.10 4/14/2021 C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psf 5/21/2028 Clopay Building Products Residential WinclCode Doors W5 (16X7) FL15279.53 +30.0/-30.0 psf 5/21/2028 Clopay Building Products Residential WindCode Doors W6 (8X7) FL15279.85 +38.0/42.0 psf 5/21/2028 Clopay Building Products Residential WindCode Doors W6 (16X7) FL15279.102 +37.0/-41.0 psf 5/21/2028 D. METAL LOWERED DRS Curries Division ofAADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG M! Windows and Doors Series 185 FL17499.2 +50.0/-55.0 psf 10/8/2023 PGT Series 5500 FL239.7 7/30/2020 B. HORIZONTAL SLIDER M! Windows and Doors Series 188 FL15351.1 +40.0/-50.0 psf 2/16/2024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.0/-40.0 psf 4/3/2023 PGT Series 5520 FL243-9 4/30/2020 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2020 PGT Series 5500 FL261.1 N/A 5/26/2021 E. OTHER 3. PANEL WALL James Hardie Building Prod. Gemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 A. SIDING N/A 12/31/2020 B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psf 12/31/2020 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2022 B. UNDERLAYMENTS Tamko 151b Felt Undedayment FL12328.6 N/A 10/18/2021 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A 9/9/2026 Florida Metal Products, !nc Vent RV10 FL21580.3 N/A 12l31/2020 Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A 7/10/2021 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/31/2020 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/31/2020 F. METAL ROOF Gulf Coast Supply& Manufacturing, ILL 0.032" Aluminum GulfLok 16" wide roof panel FL11651.2 R3 N/A 4/12/2024 5. SHUTTERS A.STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1- FL15076.2 N/A 12/31/2020 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12/31/2020 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A 12/31/2020 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 1/1/2023 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527-1 - FL6527.5 N/A 3/31/2021 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A 5/21/2022 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 N/A 5/25/2024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the followin P pPr pe P g information must be available to the inspector on the obsite 1) copy of the product approval, 2 ) r i t APPLICANT SIGNATURE DATE ^W ^W^ VJ ^, > o C U L CD 0L� O O t` Cu -a CL Ct5 O cuCn O C: 2 O � CO O O Ca LL p > -CU .W -0 0CL E 0- 2 CU CU ca. E Z W J e461 SHEET NO. PA 1,0 I I I 1 II 11111111 IF Jil11i1111P1 I I I I I 1 1 _ Florida Department of Business & Professional Regulation Peg.1 &a Florida Department of Business & Professional Regulation PsW308 Building Codes and Standards 12I1212018 Building Codes and Standards lW2/201E Florida DeparMlerd of Business & Professional Regulation Pepe + d i Florida Department of Business &Professional Regulation Page 1 d i Product Approval Application Detail Product Approval Application Detail Building Codes and Standards Product Approval Application Detail II61mla Building Codes and Standards 1lamle Product Approval Application Detail lr9Jl2 entity or 21111 pale, Date Pending QAt code Entity or pg(p, pg)q. Dote Pond- Date Ila version Manuha1 durer Corded Enalneer a ul...e Validated By validated y4,gbmitted FBC Aoomval Aoorored ahhle. 4 Yemien Manufacturer S,mbset Enolntor&License Validated By Validted Submitted FBC Aa-M Aooroved =11 Revision 2017 Therms-Tru Corporation Rlek Wright Lyndon F. Schmidt. P.E. Ryan J. King, P.E. 10/152017 07/1202017 10/182017 12/122017 Approved Revision 2017 Therma-Tm Corporation Rick Wright Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 12/132017 1211=017 12212017 awla2018 Approved 9211111 P'ndsor-or P" 20 Dab Pending go 220 d°nwer 20 no Dab Pending 20 Category: Exterior Doors (419) 298.1740 PE43409 (813) T67.6555 Category: Exterior Doors (419) 298.1740 PE-43409 (813) 767.6555 mm YM#1on Man )(aUdkod,S( Validated SUbMUbd PWADONni Astbrosed$ I=Qi Yl61141t i Emtw & Lluw Vat4Ybd By Validated ambmuw FMawasroyall Approved AWE Subcategory: SyInging Exterior Dow Assemblies rklovar+rbidgwnsuftems. Subcategory: Swingmg Exterior Door Assemblies Bckw(trwhcgconsultams. Review 2017 Mwny -Tru Corporaft Rick Wright NNlonalAepaditation& Ryan J. K", P.E. 12202017 09M12017 122=17 Approved Rwhion 2017 Thenmo-Tru Corporation Rik Wright National Accreditation & Ryan J. King, P.E. 1220Pm17 09/2112017 12222017 Approved Compliance Method: Evalueaon Report from a com Compliance Method: Evaluation Report from a tom Category: Exterior Doors (419) 298-1740 LWtwgemerd bratauts (813) 787-8555 Ca( eW. Exterior Doors (419)2WI740 Management hwtauM (813) 76745H F o der Registered Architect or a Licensed Florida I d gl FloridaFlodtla Registered Arohtlad or Cleansed FloridaFlodrb SubC+tegolY: Swln➢bg Extabr DowAesemblNs ddavmwWdgcp iante. SubCabpay: Swbpkg Elrmdor DpwMesmbtes fIdNlQrwbwgconeWteMa Professional Engineer 9 Professional Engineer CpsrquSena. Method: Certification Made or ltednp com Matlsed. CeMamtlon Mad or Listing om FLi20461R2 graduate ,;: pLe3o Pmdudf` x µ - Y Duality. Assurance Aooroved for Use Apgroyedfor Uae Imoaet. 0-1.ft Q dlNAee rants Aooro-elf-U- AporoyedforUae Impact Dselan. (hoW Assurance Approvadlmiha Approved IOCUIS jyddit owed Qud& Any AanNyed ter UM ApprovedM Lim impact goolon yi§J(,ft Product Model. Number orName Predud0eacrietlon C mrect Exolratl'on Dab IO.u)(Hi Oublde FPlYZ Resistant Pnaeure lag Product Medal. Number or Nema Product Dasedetion C mreet Expirellon Dal 1D.tu0.Y. Outside HVHZ Resistant Queldis HVHZ Balkideld Phassurre Aga 1 a. Thesis-Tru Fltier-Clwsk and Smooth -Stu Nominal SMS;e &quctNon-Impact&qudt; Opaque 12/312020 No Yes No N/A 1 a. Theme-Tru Fiber -Classic and Smooth -Stet Nominal 6&*39;8 &quotNon4mpact&(juo(; Opaque 12t3l/2021 No Yea No WA 1 a. 8quot,ClawbCra88gtwk and &giwkBenchmark by BIB and &O Opaque and Glazed F berglow Doorwfth 121312MI No Yea No WA 6 is. Bquot;SmoolMStw*uot; and &quot;Benclwmrk by SA and SM Opaque and Glazed Faxxglaae Door with 12031=1 No Yea No WA Composite Edge Fiberglass Single Door Composite Edge. Fiberglass Single Door Therma-TN&qud; and without Sideau. Inc ng and Misheard Thwme-Tru&quot find without Si efts. karats and Oudwbg (Inswing/Oulswing; X configuration) (Insvfetg/Outswing; X conlIguratiom f. therms-Tru Fiber - Classic andSmooth-Star Nominal 9;0 quot on-Imped&rpol; Opaque 72r312020 No Vas No W . 6 f. Therma-Tru FIber-CNssic and Smooth-ser Nominal eM9;0 &quotNmImpacMqual; Opaque 12(31=1 No Yes No WA Composts Edge Fiberglass Single Daor Composite Edge Fiberglass Single Door X Florida Department of Business & Professional Regulation Page 2 of Florida Department of Business & Professional Regulation Paw i ort Florida Depertinerd of Business & Professional Regulation Pegs i d1 Florida Department of Business & Professional Regulation Page / d+ Building Codes and Standards 1=020 Building Codes and Standards 11=18 Building Codes and Standards I15=1e Building Codes and Standards i N2D,3 Product Approval Application Detail Product A pproval Application Detail Product Approval Application Detail Product Approval Application Detail 'P, t#1502di6ndaeif Futea794R6 f111116272-R4 FLabalaaa Quality Assurance AAgarowd for Use. Approved for use Impact. Daslm anftsr 20 21h ode PNICIM !� gm EDtl�c Ra � pWPla� R& oeb gul� gaol 20 ➢me Sea # Product Model. Numbers Narrre Protluud Dasalptlon Contract Emlydlon Data (n HVHZ outside NVNz Resistant Pressure Mae Version 2 corAwtyaaama ey %reassess figassided F13CAMMVW Approved At" min Vanden Manufacturer ,a Volwteoe By Validated 3(pmitted FDC Approval AlsanoVird 1 SERIES 42CI ALUMINUM SOD SERIES 420 ALUMINUM SOD OXO 12031/2020 No Yes No N/A Revision 201pay 7 CbBudding Products Company Mark WesterInternal, Westerfield Inal, Tuft Services aryhnebr 2820 NA, GPh1117 O8H02017 IZ0M17 Approved R.Wn 2017 145.3/4&qud;x8O&qud;NON-REINFORCED [2opay BWwkg Pmluda Company Mark WesterfieldInserted Testing denies NA, Gary PfueNer 1129I2017 96H02017 120052017 Approved Revision2017 PGT Industriesown Rtterk Mirrtl-Datlt 8CC0-CER Mkm4Dade aCCO-VAL 1220V2017 11282017 12116/2017 Approved 2 SERIES 420 ALUMINUM SOD SERIES 420ALUMINUMSGO OX, XO, XX 12/312020 No Yes No WA CWgory: Eldstier Doors (513)770-6062 Inc. (513)5194)S68 Category: Exterior Donn (613)770-5062 Inc, (513)51941588 Category: Extedw•Doom (941)485-0100 (756)3164590 96&qud;x8O&qud;NON-REINFORCED Schools"; Seed" Exterior Door Assemblies morestorldolklocioPaY•corp SubCtaepory: Sedleesl Exterior Door Assemblies mrmstarseldoclopay.00fln Subcategory: SlMtg Exlmbr D-Asaernbdes dmarkQpgBndwttip.eoat 3 SERIES 420ALUMINUM SOD REINFORCED SERIES. 420ALUMINUM SOD REINFORCED OXO 12/312020 No Yes No WA compBrme destined: Condonation Mark or Listing compliance Method: certification Mark or Listing tampions Maacd: Certicaftn Mark or Listing 145-3/4&quotp,9S&qu.I; 4 SERIES 420 ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OX, 12J312020 No Yes No NIA FLIMAIIrllmlltll ProductsFLS=4t2g Products XO. XX B6&quotx96&quot; 9WIflar Puscroved for b=d Dish6 Quality Assurance Assamword for Use Aooroved for Use,kwo gay® Quaft Assam Approved for Use Approved ft those in" Raft 5 SERIES 420 ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM SOD REINFORCED XXX 12/312020 No 'Yes No WA S proAct esadal NubeL Name la,tilA6 Q Resistant Pressure $la.E ProtluetMorW. Nun6arorName I HVIC �pE how, otthmagm Resistant pressure 143&qudX96&tlud; 37 037 w6-09 PAN-2Fi51: 84A, 94, 73, 75,1500,190, 70, Steel Pan (min. 25 ga.) Singll•Cw (up to 9V wise) 05211me No Yes No e30 PSFI-= 53 053 WS-18 PAN-2F163: 04A, 04, 73, 75,1600, 100, 4RST, Steal Pan (min. 28 ga.) rbubleCar (97 to IWO' 06/21=8 No Yes No -30 PSF/410 10 SGD-5570 (Large MhNk Impact), Vinyl adding Glass Dow 04114PMI Yes Yes Yes WA 7SV, 4RST, 4RSF, SRST, BRSF, 2RST, 48, 42, 56, 488, WINDCODE8a174; W5 Gauge Door PSF 4RSF, OW, SRSF. 48, 42, 55, 485, 426, 55S, GOB, wide)WINDCODE&#174; W5 causes Door PSF 42B, 55S, GOBS, GD6SV. GRBS. OR5SV, AR58, AR5SV, GDSSV. GRSS, GRSSV, ARSE, AR5SV, EIM, EMV EDSS, EDSSW Florida Department of Business & Professional Regulation prey i of Building Codes and Standards 1/511018 Product Approval Application Detail "15a74t7 9111111 Erft or Rat dffi! 2MLem m Rdk ]1roi Vaalon Manifesto Caftd Enwkww& Vaud" By Validated SubfnWd FBQ Approval Approved At" Revision 2017 CURRIES DNblen of AADG, Inc Disk Dow UL LLC Tad Berman, PE 111302017 1025=17 12f0612017 Approved Catapwy: Exterior Doors, (841) 494-2844 (3%) 8684707 Subcategory: Exleulor Door Components drNe.tledld�gesatdoy.00 Compltenpp Mednd: CerNkatlon Mark or Llsfing m FLa11a374t7 Prgdue s Quality Approved for Use Asawaved,for use issidat y>oskin the! 1. HVHZ Outside HVIKZ Resistant Pawls 1 607, 707, 727, 747, and 847 Single and Pass of Dome Flush. stand. and Lowered single and pairs of 12/31=6 Yes Yes Yes WA hol ow metal door, Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 2 d2 7202020 code Entity or 20 Date Date Pending Date TvDe, Version Manufaduref Contact Enaineer & License Validated b Validated Submitted FBC A-val Amnaved §Elam Revision 2017 MI VWndme and Doors Brent S0ingsr Amarf- Architeduial Steven M. Urich, PE 06N42019 06M42019 061072019 Approved Cuagcey: Windows 1717) 365-3300 Manufacturers Association (717) 317-8454 Subcategory: Faad bsisinwr@miwd.com Compli- Method: Certification Mark or Listing PL#1`5W-R12M299 Quality Asswance Aooroved for Use Amirmod for Use Impact Deslan 12" Product Model. Number or Name Product. Description Contract Exoiretlon Date In HVK Outside HVHZ Resludam. Pressure 1 185 PW 73 x 72 Insulated Glass 0403/2023 No Yes No +601-60 Florida DeparMlerd of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P4wl oft 1l6/mi8 PIA764!!Za SBda Knew a no life ow Passage gyp mall. Ydplm ll SJmB9E Enolossir & lJossroo Validated My Valid10La 31J ed FBIApproval Apprf•e itlehn Rwieion 2017 Themse-TN Cwpondbn Rick Wright Lyndon F. Schmidt P.E. Ryan J. log, P.E. 10/182017 IOM8017 1022=7 121122D17 Approved Cabpory: Exterior Doors (419) 290.1740 PE43409 (813) 787-M Subcategory: Swinging Exterior DoorAaeembllet dekw®rtWkgoonNMnts. Cwnplirca Medical: Evaluation Report from a con Pledda Regiebntl ArohBed or a Licensed Florida Professional Engineer Quaft Assonance Aooroved for Use Aggrowpil for.use how Re" ffia ProduetlamW.Numbarorflaar Product Descrin res In_Lt8 Outside NV1¢ P1� 1 a BgwtFgnrOleaeip6quoh, 8quotSmood0re quoh, 680till 9quotbnped8quot Gassed FBrgbw 121312MI No Yes Yes WA 8quobClaaekCraB&quo; or 8qud;CINWoCme SMste Door- pit Innate orOubwbat Configuration RuM"Wok FLAH3192 99da TM Version jimadiesim Rovielat 2017 James Handle Budding Products, Dr. Category: Panel Web Subcategory: Skiing Compliance Method: Evoke" Report from a Florida Registered Ar&Md or a Licensed Florida Pnbasknal Engineer 8,Ci19244111 Pnxkvb MA ProductMedW. Number" Name 2 HaNbPlmlk Lap Swing Florida Departinent of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 a 1 1162018 Florida Department of Business & Professional Regulation Paget 03 Florida Department of Business & Professional Regulation Paw 1 ell Florida Department of Business & Professional Regulation Pope1 or 1 Building Codes and Standards 120/2020 Building Codes and Standards I/a2ma Building Codes and Standards 1I1=+e Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail FUM74WM MILK= Ili B,P]pII&6S Quality Assurance Aoormwodlor Use Aooroved for Use Imoad Design Sao Is Product Model. Number or Name Rodmt Description Contract Expiration Us In HVHZ Outside HVHZ Rasletam Pressure. 92& Entity or 2dk no gaMP9Mi na 1a Sao 20 )o gJ.�nM go 2 185 SH 52x72 Fln/Flange Frema IG5G Single Hung 10/082023 No Vas No +60%60 mm Version let Contact Enak es &Limns. VaikkW By YaIItl�A gt&M �d P amen Iype Version mr y%9ffi!� Vaned embedded 1 ABARum Latales Glass Revision 2017 Clopay Bustfi g Products Company Doors - Mad weaterBeld Intedel, Tooling Services NA, Gary PfwhW l ir"17 OSMOM17 (Sues Inc. (duel 61941588 12/0512017 Approved R11"won 2017 Clopsy Budding Products Company Category: Exterior Doors Mark NNaMmeld Irbutek Tooding Setvirxn NA, Gary PruahNr 1120,2017 W102011 (513) 770-6082 Inc. (613) 51"ded 12MOM17 Approved 8ubCabpory: Ssdbnai Exterior Dow Aseambbe Subcaegry: Sec rrnreetertbld�doPaY.don SuhCatepory: Sectlenei Exterior DoorAsserbdes nm+evterBeHQdopaY,com Compliance Method: Codification Mark or Listing CanPlires Melhod: Collection Mark or Lh6ng QLNW Approved for Use Approved for IBmct Does. Aogrorad for ites j,enowd low Use law Dow - Product win HVHZ b;OWOaM P� Die! In HVHZ Oubklo HVHZ! P2atMlre a8 035 VO-09 PAN-ZF163: 73, 75, 84A, 94, 42, 48, 42B, 486, Steel Pen (min, 26 ga.) SInpMCer (up to 8'0' wise) 05121Pm28 NO Yee his +38 PSF142 W2 702 WB-I6 PAN-2F183: 73, 75, 84A, 94, 42, 48, 42B, 486. Steel Pan (min. 26 ga.) Doubt& Cw (97 to 1812- 05/212028 No Yes No .37 PSFI41 4RST, BRST, GD58, GM. ARSS, EDSS WINDODDE86174; W6 Garow Door Pap 4RST, SIMT, Goss. GR6S, ARSE, EDSS wide) VNNDCODEM174; W11 Gamee Dow Pap Florida Department of Business & Professional Regulation Pape 1 or I Florida Department of Business & Professional Regulation Pew 1 or+ Building Codes and Standards 1fisw+e Building Codes and Standards I16rm1s ProductApproval Application Detail Product Approval Application Detail RJU34M li0 liDtlpcst 20 Pali Pie 291 d 220 EmmN or go llak lZatt 2 (mlBm Rik Meta vwwm urgmwbm gffigt onahmm 1JdctDaa VolkbtedBy validated Submittals FIND Approval Approved awn Miss. Y9a1Mt Monologist EoaiencltLI� t(dkhdldButs Valloabd Subfnftd FBQ Answaval ApprovW @aka Revision 2017 POT lndugwn own Ruwk M smi-Dade BCOO - CER M4m4D8de BCOO - VAL 12202017 12f08rm17 1225/2017 Approved Revision 2D17 PGT bduebles Dean Runk MW Dade BCCO - CER MkmFDaM BCCO - VAL 12202017 12108=17 12a&W17 Approved cowea1r: wMndovn (041) 486 0100 (786) 315-2590 Cebgpry: WMdowe (941) 4WO100 (786) 315-25M Subcategory: Pled Subcategory: Striate Hung d.Com CooWN m Medad: coNSufbn Mark or Us" FL1*434tMI Product, Compliance Metlmd: CersBmBon Mark or Listing RA12311140A Products p�ytProduct Model. Number car Name QLVJb An malies Alienated for Aggr4ved for 1115 ProductDowarladon contract Esuchniffirde Dab IDlABS oumde HVHi lmmoa chips Rwistmt Pressione $8a! Pr dUtUaM. Number w Name g aft Anumma Approved for use epnaTltlAorldles, In HVHZ Outside HVHZ hvtp113 DSWM 9 P11.6020 am" Mlwpe Impact) Vnyl Fond WNdpw 04130=0 Yes Yes Yes WA 7 SH-55W (Large Missile Impact) Vlmd Single Hung Window 07I3002020 Yae Yes Yea NIA P1tL4t22411lt Enfith, or 2* go Dab PANOM 20 Ego tilt Entolneorill, Valmebd IN Vididabd 8 PW Approvat Approved AN& j((pp Version lk uk ft r Mn shong Zhu Ronald I.Ogawe John Southard, RE 0812S12617 08I0=17 03282017 10/102017 Approved Revision 2017 James Handle Budding Products, Inn (M) 340-2K7 PE-2021 (362) 367-25N Category: Panel web pmwMng.bm®lannesher Subcategory: Siding dlo.com comparrce Msacd: Evaluation Raw finom a Florida Registered Architect or a licensed Florida Pwassomal Erginar Ft#131924R$Producb Aggrd.dfor Use Appmredfor the IMRO 20M Product Description cwr:nuSErcballon Dins In 01811,111,1116 Raoistot Pressure ALII Product Model. Number or Nuns dxr-eemeM lap oft 12131202o Yes Yes WA NIA 2 HaMbPknk Lap Swing Florida Department of Business & Professional Regulation Pop.1 aft Building Codes and Standards U2012020 Product Approval Application Detail Quality Assurance Aooroved for Use Aowoved for Use Impact Design Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pape 1 d 1 115=18 FLeM1.R•11 fdk mm Version NkoubaWw Revision 2017 PGT Industries category: Windows Subcategory: Mulio s ComW+eras Melhgd: Codification Mark or Listing FLa291.R11 Products $apt 1 Motion for AM Door and wakows Search greole d andw at 20 Dele Data Pmlm Data 9edi Coobd Engineer vapdded By Yalidmffi Agitated Jed Am rorsd Awn mm VmWO INMrfitch or Pireaheng Zhu Ronald 1. Demo John Southard, RE. 08292017 08/O81P017 0B282017 101111017 Approved Review 2017 Abide (908) 349-2W7 PE-24121 (M2) 367-25H Cob"": Panel web pinpelrrg,zhuMjurrelrsr Subcategory: Soft dle.eam cocuplletce Mslhod: Evaluation Report from e Florida Registared Anchl eat or o LicensedFords PmAMelorrl Engineer Qwdft Assurance euntwedfor Li" Approved for U, boom psalm Product oamrbem Contract bedroll Dole Ion outside HVHZ Resistant Pressure If£pa Produce No". Number or Name Boer -cement lap swing 12031=0 Yes Yen WA WA 1 a. &quok2T&quot SolM Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail papa I of I 1451 Erwor o[ ga to ! gam g>�act validated BY ywhuad a P.lti<Bsaafflool Apt Dean Roark MIemFDade SCOO-CER WasmFDade SOCO-VAL 12/0512017 11/1512017 121=2D17 Approved (941)406-0100 (788)315-2M dmarkapgONtueble s.com an DAM Ateroved for this Approved for use !6 oLd WatD(fit tagrat Deal. Resistant Pinserwore Alucamml Mustaa 05282021 Yes Yet Yes WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pep.1 cr t 11 19=16 antlktx Rik ode DaNsPendina lilt Sect EDalrowar & Lloonere vaNdEW By Yalmow Submitted FICAwagieYm AOMmmd am& Nick Thompson Lyndon F. Schmitt P.E. Ryan J. King, P.E. 10I042017 10103I2017 10/'112017 12I12I20u7 Approved (330) W-2389 P15 4340a (813) 7074 M mthompwn®al.kiccam Approved for I%s Approved for sUse based gddm Product Dooaktion Contrast mxokadm Door In outside, Rooftlant Pressure Vent or $did Vinyl able 12031=0 No Yes No WA Florida Department of Business & Professional Regulation Pagel oft Building Codes and Standards 12W020 Product Approval Application Detail p�W19.4'S1-fLt,-,•�oducte � .. Quality Assurance Aooroved for Use Aobrawtlfar Use Sao # Product Model. Number or Name Product Description Contract Emlration Data In HVHZ Outside HVHZ Resistant Pressure 1 HS 188 Fin and Fiance Frame 7342 Inwlated Glass 0211612024 No -55 Florida Department of Business & Professional Regulation Pepe 1 or+ Building Codes and Standards V642018 Product Approval Application Detail 226 Enter 21M gate Dft pmdm 2111 miss Yahoos gnnlsasvalidated Or IleddMed $t*mkbd Fee Approval Approved tilt" Review 2017 James Handle Budding Produce, kc. FipOd" Zhu Ronk I. Dearva John Southard, P.E. 082512D17 OOMWM17 08/2820117 101102017 Approved Category: Panel Web (909) 349-2927 PE-24121 (362) 367-2526 Subcategory: adkg pingebengzhuGlameahor compWbppeMeOcd:Evaluation Report froma db.com Florida Registered Archbd or a Licensed Florida Proteeebnal Ensil "3192415Powducte P yj6q} rodctYuduLNurmbererrMenu A�edforIj! Ism 21M In OUIAMS HIM I.'rwmre 1 Conphnk Lap Swing flrr-amwd lap siding 12+31=0 Yes Yes WA WA 13l1Ei�i 220 min Version Marnilechlar Revision 2017 Aleke Category: Panel Wallis SuIsCals": Settle Comohl Method: Evaluation Report kom a Florida Registered Arddbd or a Licensed Fkylda probaww Engel ow ProdulaModl, Number or dun 2 Is, 8quotNgane T4&gM; Soffit Florida Department of Business & Professional Regulation Pew 1 or+ Building Codes and Standards 1051201e Product Approval Application Detail Eedk a gift 201 Dab pamgnc 21M agreed emekrar&Lken.e Validated Be Validated Submitted FSQAwrovnl Approved Aida Nick Thompson Lyndon F. Schmidt P.E. Ryan J. King, P.E. 10I042017 1011 2017 10111MOIT 12/122017 Approved (330) W-2369 PE43409 (813) 7674WS rdhomPsppditalelde.con Anproyed lion tbo Agee Imam g3llw Product Description Conduct EmmtrMlsg Dab 1n Xis!¢ oubwe HVIR pj Pressure Vent or Solid Vinyl son 12/3112020 No Yea No WA e,tr. C- v+ N CU C CU Q 0-0 CIO W -0 U C 0 . D ICU0 Cn 0 0 L Q a) 0 _ _0 Co CD a� LL 0 ui CIO O O wo-wo CU C/) -tf -la., O U) L- Q O 0 CL U) V m W Q z Z Q J SHEET NO. PA 1.1 11 Florida Department of Business & Professional Regulation Page 3 df3 Building Codes and Standards ,2o2o2a Product Approval Application Detail Cod@ Entity or 291 g" Me Pendlna DAL., Type Version Manulacturar Contact Enalneer&License Validated By Validated Submitted FBC Approval Approved Status Revlslon 2017 GAF Michele) Sfieh Robert Nleminen John W. Knezevich, PE 1211 lMla 12/112019 12/182019 ding FBC Appr- Category: Roofing (800)7W3411 PE-59166 (954)772-6224 Subcategory: Asphalt Shingles mstieh@gef.com Compliance Method: Evaluation Report from a Florida Registered Architect me Licensed Florida Professional Engineer . _ _ _. F1J10424.1126 Products < - - Call Approved fw Use Amoved for Use impact D l 249.E $abut[ Macel. Number w Name ProtluetDesedptlon Cmdraet Exsratim Dade In HVHZ Outside HVHZ gJithent Pressure 1 GAF Asphalt Roof Shingles Fiberglass reinforced 3-tab, laminated, Stab and 12116il No Yes N/A N/A hipdidge asphalt shingles l saft hm yamlon Manubcw— Revision 2D17 LV. Thompson, Inc. dba Thompson Architectural MOM Company (TAMCO) Cata6ay: Roving SubCatkM: Roofing Accessories That are an Integral Part of the Roofing System Comoflwm Method: Evaluation Report from a Florida Reglaered Architect or a Licensed Florida Professional! Engineer 14AM84t2 Products aw Product Model. Nuyaera Name 3 TAMCO Off-Rltlpe Rool'VemwM Soft Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Datall Page far 1 1115122016 mift or 21h Ian DWA 21111, Ser■d bWMKAU M lhildided By VA#ddw B11lsasMd FOCAMoval A9ar■gd &seam Tay Christml Zsdhary R. Ptleet drde Locke Bon to1102017 10110=17 10H72017 12/122017 Approved (813) 248-UW PE-74021 (334) 300-ISDO tmM® netauoag.com Qudb Amuses Approved for that Allowed for ties Immd Design InNVHZ Outside.Resistant rtm[em 28 fie: stifle W vmttator with Integrated bane owma28 Yea rip WA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 2 1202020 Florida Department of Business & Professional Regulation Page 1 of 1 Florida Department of Business & Professional Regulation Page 1 of I Building Codes and Standards 1202020 Building Codes and Standards varlale Product Approval Application Detail Product Approval Application Detail Code Entity or Da- no Data Pendlna Data MI= Version Manufacturer Contact Endneer B Lican, Yelltlatetl By Validated Submitted FBCAwmval Agull Stases m m i(Malgn Manufacturer Agagaged Eft 8QorcivYd AMR Revision 2017 TAMKO Building Products, Inc. Ki l Eden Zachary R. Priest Locke Basoen P.E. 1Oil 92017 101 10202017 12/122017 Approved Revision 2017 L.V. Thorrgegl, Nov dba Thompaon AmhftoWmi To richcatmeh Zachary R. ProM Locke Bowden 10/102017 10110=7 10/172017 12M2/2D17 Approved Category: Roofing (417) 624-6644 PE-74021 (334) 300-1800 Mate[$ Company ITAMOO) (813) 2483466 PE-74021 (334) 300-1600 Subcategory: Underlayments kern ederhQtamlgmm Catpdy: Roo" tony0gometalroollng.can Canpliance Method: Evaluation Report frown a SabCauge ry: Roofing Accessories that are an Flodda Registered Architect or a Licensed Florida Images! Pat of the Roofiip System Professimai Engneer Canpae 111whod: EvahMOah Report than a ArdtMolaaLh:alfaed Florida - PoddaR rollasslasual Engineer O"Ity Assurance Approved for Use Approved fa Use Impact Sao N Product Model. Number or Nanre Product Description Contract Ill [an Date In HVXZ Outside HVHZ Resistant Pressure Ag8 ProeuuMew.Nrmberawm. Ascertained for I a Approved for Usa dIRES 22M PrialuctDowniodon Colarand Explanation Data In Outside !ice pressure 8 No: 15 UL Asphalt saturated organic felt 10/132021 Yes Yes N/A NIA I TAMCO Fiat Top O(FRW{p Vent with Bafle forTle 269a sbft roofvan8lstor with bane 0110090202e Yu Y" WA WA 9.2111 EMIN or Data IMA Did. Poll Gate hge Vanilla Manufacturer Contact EnNneer&Licernse Validated EW Validated submitted FBC ADQUil Anono status Revision 2017 Boat Roofing Anderson Robed IAPMO Uniform Evaluaton Gary W. Welker 10/18/2017 10)06M17 Ill Approved Category: Rooting (80I) 380-6091 Services LLC. (205) 854-0160 Su bCata nary: Roofing Tiles RcoinAntlersomPboral.co Compliance Method: Evaluation Report from a in Pl.N7R9lL$ f1 IMo[huss Product Evaluation Entity Product Model, Number or Name Product Desalutlan grapy A-- Contras Eltarafon Approved for Use Oats n Outside 1 proved far Use KVHZ Imp act pact ResistantPressure# !ice 16 ony9UT— Fiat Profile- Hill.. o Yes NIA NIA 17 Saxony 900-Country Slate, Hartford Slate, Shake, Slate, Flat Profile -Stockton, CA 12/312020 No Yes N/A N/A Split bid English Thatch 18 Saxony900 Country Slate, shake &amp; Slats FIat.Prpfile- Handalson, NV i2/312026 No Yes NIA N/A. 19 Sol 00 - Country Slate, Shake, State &amp; Split Flat Profile -Lake Wales, FL 12/312020 No Yes WA N/A Shako. 20 Saxony 900 - Shake &amp; Slate Flat Profile -Lathrop, CA l2)3la02O No Yes NIA N/A a um Profile - Denver o Yes N/A WA 20 Milo 000 Medium Profits - Lake Wales, FL 12/312020 No Yes N/A NIA Pjtt299" sm BM Y1msen Namdubm Revision 2017 nW Buldeg Componams Oil Inc. CeegaY: Structural Components SubCakigalr: Truss Metes Complenp Method: Evaluation Report born a Product EVMUR* n Entry FMOOM Products AM# Productilleakill. Number cir Name 2 ITIN BCG/A"w Ki ge, Pit % FLMBT4ta ask fine Version MondwWm Revision 2017 M ITalk Industries, Inc. Categery: Structural Components Su eCiegal : Truss Probes Co nplance Method: Evaluation Report from a Product Evaluation Entity PLa21974M Produce AKI Puroduet Modet. NraMera Memo 2 MII 76 Florida Department of Business & Professional Regulation Papilla Building Codes and Standards I/6nt0 Product Approval Application Detail Freest lag R a odeP_tntliBa lag d I Engineer It UVaOdoWBy Yam BIB IBCAnaatysl Anamysd AWK skeet t Lewis ICC EveWtlbml Service, LLC WBWn M. Ransil PE M192017 0072017 0912I2017 Approved (647) 918-6473 (407) 6814017 sewts®elpkeKw.aom AmB4yed fg[tH! Approved .for Li" gmsd 1Danish InKVNZ. oubkbmm nabbed Prom■ Matat connector Pete 12/312022 Ya Yes NIA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail rE NMr or ode jag Des Pon 20 Sew{ Validated By %released BtQmEYd liAmmyel awn David Wed ICC Evaluation service, LLC ICC Evaluation Serve=, 10/792017 10/19=117 10222017 Approved (314) $51.7490 LLC. dwerteimti.com (206) 599.9800 Qwkw Ao wmdfw Um Approved for use lamd polim Product Description contrwtmwkdkmol% In mftmtHym Rntitmot MmF9m Is 98. truss connector plate 01A12023 Yes Yss N/A WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 2 012 1202020 Code Entity or Date Pencil Data mm Version Manufacturer contact Engineer&License Validated 8, Validated Submitted FBC Apuroval Approved Status Editorial 2017 Weyerhaeuser Rob Bell ICC Evalustlon SeMce, LLC Ian Lehrer, P.E. 04/012019 03)222019 04/0812019 Approved Change Categoy: Structural Components (253) 924-6476 (608) 839-3288 Subcategory: Engineered Lumber Robert.Beldvin@weyerhe Compliance Method: Evaluation Report from a eue-corn Product Evaluation Entry QuelIN Asauarce Approved for Use Approved for Use Impact Direful Sao 8 Product Model. Number or Name Prouus Desalot on Conaas Exdratl6n Date In. HVHZ outside HVHZ Resistant Prantilaure,, 1 Microllem LVL Laminated Veneer Lumber 031312021 No Yes N/A WA 2 Parellam PSL Parallel Strand Lumber 03/312021 No Yes NIA WA 3 7imberStnnd LSL Laminated Strand Lumber 03/312021 No Yes N/A N/A 4 TJ RIM Board Structural Composite Lumber a Oriented Strand 031312021 No Yes WA WA hoard Rim Board 5 Weyerhaeuser Rim Board Oriented Strand Board Rim Board 03/312021 No Yes N/A. WA 1 220 hm Version l Revision 2017 LV. Thompson, ea dba Thompson ArcheecWrol Mshis Company (TAMCO) Category: Roofing SuhCae{pry: Roofing Acce n odes that ere an Integral Part afore RW" System consistence Method: Evaluation Report from a Piodda Registered Architect or a Licensed Fierce Prolealonal Engineer atiuifzatamem ;lag Product MOM- tbMK or Nanse 4 TAMCO Round Top Off4ill Vent with Baas forT19 Florida D"artment of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail E ft or VAUd W Sw TorryChdetrrun Zachary R. Pled Locks Barren ($is) 24634% PE-74021 (334) 300.16110 iwryesgounelahoofln9.tgm Paps I of I Florida Department of Business & Professional Regulation Page I or I 1=16 Building Codes and Standards lawle Product Approval Application Detail 294. lag Da4.PSO41m ode V>Ndded Avbmmd FBSr Anatol AaMmRd Boleti la/10/2017 10/102017 10/172017 1211202017 Approval! Product Demarcation contract EWradon Deb 111 oubdio HVINIZ RoghtAnl pt m 25 ga. delta Mat WnMdW Wish befit 0111011 28 Yss Yss WA WA Florida Department of Business & Professional Regulation Page art Building Codes and Standards 1202020 Product Approval Application Detail Code Emla w pplg D3tg Date Pending Data jyg Version Manufacturer Contact Engineer &License Validated By Validated Submitted FaC Approval Anwoyed melds Revision 2017 Global Protection Products, LLC. Ties Robinson Walter A. Tillit Jr., P.E. John W. Knezevid, PE 09/062017 0813IM17 09/112017 12M22017 Approved Category:Sh.tare (954)689-7545 PE-44167 (954)T72-6224 Subcategory: Storm Panels tinn-Uremagppent.com Compllance Method: C-valuatlon Report from a Florida Registered Architect or a Licensed Holds Profassionel Engineer t,rlLik� 38attti Quality Assurance Approved for Use A peroyetl fw Us Impact s Sees Product Model. Number or Name Product Dasorlotlon Contract EmInation Date In HVHZ Outside HVHZ Resistant Pressure 1 20 Gage Galvanlzed Steel Starr Panels/HVHZ Corrugated Galvanized Steel Storm Panels retained i2/3i2020 Yes Yes Yes WA III a not by Nacks to providehurricane protection. P 9M nra9 Version Ill Revision 2017 F orlds Melad products Inc, Calegay: Roofing 8uaCWgory: Roofing Accessories that are an Imegral Part of did Roofing System CDWOBWWa lb&AMP Evalwtion Report from a Florida Registered Arehleet or a Licensed Florida Professional Engineer FL#2168a-R1 Poduae Stag Product MOM, Nunnbsr our 3 3-FLAMCO Itir V lO Ridge Ven%gUok Rya go 20 l D� Validated Bv yAndatd Submitted FAM Averaged Amsgnd B4aa Clad Jones James L Bucks, P.E.@ No" John Rimnx, 10262017 1010=17 10271=7 12/122017 Approved (904) 7833400 CBUCK Engines" P.E. flatnce.can PE31242 (681)414.7557 Qtss4LAsErsord Aamml for Use Approval tmlhe kum new= In HIM DotdtlelOaP l fMllsWn Aummnum Ridge Vads for pitched roorstabriasted 12/312020 No Yes No WA from 0.025' Aluminum Florida Department of Business & Professional Regulation Page.I of 1 Building Codes and Standards 10111020 Product Approval Application Detail Code ENIN or Dg(g Do Date Pendna fie, film Version Manufacturer Contact Brothel &License Validated By Validated Submitted FBC Approval Approved Status Revision 2017 AD American Shutters and Glass Mtke Barbieri Frank L. Bernardo, RE Tray Bishop, P.E. 10/18M18 10/182018 10232018 12M 112018 Approved Catagory: shutters (56.1) 712-9882 PE-D046549 (954) 947-0880. Subcategory: Storm Panels mikeb@-1can 11sNutte, Cmplia Method: EValuellm Report from a Is.con Florida. Registered Architect or a Licensed Florida Prseasima Engineer FL817afi44t2 $odret"s> - - OuadRvAsswance Approved for Use Approved for Use Impact Deslon Sea k Product Model. Number or Name $oats Description Commas Emlydim Date In HVHZ Outside NVHE Resistant Pressure 1 24ga GaNenanad Steel Storm Panels 249a Galvanized Steel Storm panels 12(312020 Yes Yes Yes N/A Florida Department of Business & Professional Regulation Page 1 a 1 Building Codes and Standards 11=10 Product Approval Application Detail 19 t,$t fit& ormw [ Do lam lagCSDdm !erg FM91AM Code hm Yamada MMLOmrm fish Engineer au s Validated By Validated BL&atl w FB d Anermsd Bum hest VMalga mmufa■mt Revelon 2017 nW Bu9dina ComporNne Group Imo. Stuart Lewis IOC Evaluation Service, LLC Wabm M. RSNed, PE 09/192017 091072017 092121117 Approved RevWon 2017 nW Building Components Group Inc. COMM: Structural Components 1847) 018-6473 (407) 681-1917 Caegory: structural Co mpOnenle, SuhCaegay: Truss Plain SMWNGPOMtW.aan SubCeetill Trial PWss Compliance, Method: Evaluation Report Tram a Co-okMatlrod: Evauaton Report from a Product Evaluation Entity Product Evaluation Entity Ego QLWftA Ma its Ancraliffidfor Uske MHNw Immd laalon Bast ProdctHaeL Number or Nero 3 ITW SCGJA1pie Tmdcm MOWConnadorPek 12/31202Z Yea Yes WA WA 4 nW BCG/Alpkte Wove ! FtmeT-m alls hoe Veralm t9eodso mi Ravhen 2017 Wrok industries, Inc. Category: Strudunl Components SubCalsel Truss PIaM CompNance Meted: EvaWaten Report from a Product Evaluation Entity F1,0219741a Produce &" Prochod Model Numer or Name 3 114171 S f Ltf15e:R12 ProdUefs Bead Product Mold. Number or Name 1 Hight Strength Concrete Linlels Florida Department of Business & Professional Regulation Budding Codes and Standards Product Approval Application Detail Pegsfsi II lismis EBNALv[ 00 tag Dabs Partial m tilt Validated By YANOW Submitted FBCApermd Agererred jm David Wed ICC Evaluation Service, LLC ICC Evaluation service, 10/119)2017 10/192017 lo222017 Approved (314)851.74110 LLC. dnerlQmil.com (205) 599.98go Aprrweri for Um knmd Design Product DMdWon Contrast Oulraeonode )gjJmz outside Myr¢ Ft Ressum 18 Oa- high strength fig oonnsctor pier 01/0120Z3 Yss Yss WA WA RJM97JM hm vow lamdaedlm[ RMNiah ZD17 MITek industries, Inc. category: structural Components Subcategory: Truss Pent compliance Method: Evaluation Report from a Product EVBIUOM Envy p.8219TAm Pmduee ant Pro*wtMWW.NumbwaNam 4 111171720 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pape I of I 116/2a18 settle or Rik go Dee Pendno 291 Consent EnallnestAk License, Validated By Velldatd Bldlmtlhd PWAgnt9sd Approved %rant advert Lewis ICC Evaluation Service, LLC Whom M. Randall, PE Miami OW072017 09/212017 Approved (847) 916.6473 (407) 681-1917 slmrleQetpine8w.can auFft PrpdgtDemretlan A Approved far Um I lad■ III OUNI&tfwm Resistant Paffirm Meet Connector Pie* 12J312022 Yes Yea WA WA Florida Deparenerlt of Business & Professional Regulation Poo 1 of 1 Building Codes and Standards 105/2018 Product Approval Application Detail EBllp_M 21 lag PattPmfflm Deg coned F.oahu[311cannes VWkhftdBr Validated $dimtlatl PWApprovd Approved AWN, David Wert ICC Evaluation Service, LLC ICC Evaluation Service, 10/19=17 10/19)2017 10t=17 Approved (314)851-7460 LLC. dwsrt@ml.cam (205) 600-WW QUIW Am Approval for thas Aoorovodforur Itmted Bml■ Pup" Oawdoeon contract Extending Dabs In HVHZ 29MWLUM am Pmmm 20 gat Ntee contractor plate 01101=3 Ym Yea NIA WA Florida Department of Business & Professional Regulation Pap 1 Of 1 Building Codes and Standards 1 enrols Product Approval Application De tall wslnurs 211ift Endo or Rim 10 ode Palestine Rik hm VauPoa Nwdackm contact Ems VandoWdBy yAud" B100Ned FOCAoMgYM Amlroved ANN Revision 2017 carearo[$1 Cortmb Praducts'Irl RobstGms THUY H. HLIYNH John Nay 10142017 10r13=7 10262017 121=017 Approved ttebaoryc structural Conporocts (813) WO.3707 PE -Ill (362) 5BM311 SubCd*M: Produce Imrodueed ss a RaUlt of P .elan New Technology C—PNh Med..b Evaluation Report tram a Flonda RagbW dArddtes or ■ Lieaneed Fterida PM%"MW Engineer FL111774.10 Products QmVWA"Ln� Approved for LAW Aaproved la Ws MMO 21NO Ant Contract Exarmon Dab In ilYtKoukmHm! pfamm I Quality Precast or Comrrorcel Coraats Produce Precast and Prestressed Conorefe Line[$ 06125=4 No Yee WA WA Code hm version IYnufmcb er Revision 2017 LV. Thompeolr, oat dint Thompson AmhWec mf MetBk Company (rAMCO) CMapoy: Roofing SueCabpay: Rooag Accessories that en an tmyred Part of the Roofing System Compaance IM — EvalwUar Report from a Florida Raightlessid Arohited or a Lkel Florida PMM WW Eng nser FLOIGN94M Products Mitsui! Product Ma� p� or _. __..-2. TAMCO Goals," Vent Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail arm or a Unless. VtlMated By Tony Christman Zachary R. Priest Lodta Bowden (813) 2483490 PE-74021 (334) 300-1800 licany0tionselielroolfing.oll Page 1 off 11512318 21M Bstt Dabs pencum lag Validated $II" Ill Approved A M& 1WI012017 1011011 101172017 121`112=7 Approved GLIL Aggrieved for tee Imoedt 22" Product D060dadon giBdli Igtlem Presatm 26 go. 08,VSIZO23 No Yes WA +01-62.6 Florida Department of Business & Professional Regulation Page I of 1 Building Codes and Standards 102019 Product Approval Application Detail ill Oil Code El or Data Da)a Dade Penarw Data Mills Version Manufenturer Contact Endnaer&License Validated EW vadfaated Submitted FBC Approval Approved status Revision 2017 Lorral Inc Andrew Carter James L. eucknar, P.E. Steven M. Urich, PE 04N9/2018 12M 8/2017 04M52018 06/122018 Approved Category: Roofing (501) 982-6511 PE-31242 (717) 317-8454 Subcategory: Roofing A—sioies that are an .ceder@lomanco.con Integral Pan of the Roofing System Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer . . .... ., .. .. „ .., .. ... L2- - .. 13uallty r,anca- Approved for Use Approved for Usa Impact lost Seo# Product Model. Number or Name Product Description Comrade Expiratlan Dade In HVHZ Outslde HVHZ Resistant Prasaure 1 Deck -Air*" DA-4 Low Prone, Polypropylene Plastic, Roof Vent 07/102021 No Yes No +97.51L97.5 Machaniaalty Attached to Pivwood Deck. RAID$$, 220 hm Vmlg tumdsbm Revabn 2D17 If W Bufidsg CompansMs OrouP Nha Caegay: Black" Canponents SWfCaMgoy: TRW PNde , Con*lence Meowed: Evalue ion Iteporterom s Product Evawdar Entry "90046 Products Ext Product MoM. Number or Now T nW BGO/AIPine Higher Strength lift &amp; S) Florida Department of Business & Professional Regulation Page I at I Building Codes and Standards 1Ag201a Product Approval Application Detail Eddwa Dolt no Dols Coftbwt E.Ok—,&LbM Valklated.By Valdated Blthmtlisd FECAL Agmsled OtWR Stull Lewis ICC Evauatlon service, LLC WOM. Rammi, PE MIM17 00072017 09I212017 Approved (947) Stil 3 (407) $51-1917 aewteQalphill w.can Al aroytl far Use Ang�.lted !01■d list■ Pmdretpmrlotlm Contract Excindw DOD glliOS Outside 111111i Roolibud Pr■a9ia Metal Connecter Pee 12,3112022 Yes Yss WA WA Florida Departrnant of Business & Professional Regulation Peas 1 a 1 Building Codes and Standards 1/612018 Product Approval Application Detail FLMIff4M 24111 Entity Ddt Pig Dab Padanp jag hm Version tYnufact■r Content Engineer 3l.t— Validated By Validated &LdMI■d FNAoUFDyffi Asa[>affi slim Revirbn 2017 Wrok Industrial Inc. D" Wed ICC Evaluation service, LLC ICC Evaluation Service, 10/19*017 10/792017 10222017 Approved Caoaory: stracural Ccmporoms (314)1151-7480 LLC. Buhcahg": True Petal dwert$rrdi.com (206) 590-saw Conogum l' I - : EvaWailon Report from a FILM97411511iProdms/s Product Evaluation Entry AW Product Model. Number or Menes Product Dw&dcdm Contract Exwmdon ode Appealed lorU" Araaoyed for Um In Outside lmma Resistant 21" PJMEM 1 Mims is as. super high strengiN tries connector plate OtA12023 Yes Yee WA WA Florida Deparbrlant of Business & Professional Regulation Pape t a t Building Codes and Standards 115=16 Product Approval Application Detail FLJ2197.m 23112 Digital lag Bowl! DIN Prom 21M has view Mffgdackm contact En,kl &Lk� Validated By Ysldaw Ba6®dsed Ill Alcohol At7mr6rld Ama Revision 2017 Karl Industries, Inc. DOWN Wert ICC Evaluation service, LLC ICC Evaluation service, 10119=17 iOII 2017 1012212017 Approved Category: Structural Cempensms (314) 851-7480 I.I.C. SuliCeialgil TnMs Pales dwertllimg.00n (W5) 599-M Cnunpllmce retail Evaluation Report Bom a PLJ21s74M Produce Product Evaluation Entity B■i PredaAMoul.NunberaNarro Quarter Assurance, A Sbe ApaovadforUm ln11YHL hall Resistant 91" Pressure 6 M72OH8 20 ga. high BNagN tram connector plate 01101,gim Yss Yes WA WA N N U) .� C6 >r — -� 0 0 Q 0CU �- 0 <V Fn 0 0 Q W 0 ICU LL 0 .� 0 F— ICU -0 ._ -+0 vi Q Cn cass"a" (D U ■ Cn If 0 }^1, rW i (D V ) O L— Q Cz 0— U O L_ W c G el Z el _I 11 SHEET W P A 1 "2- CA