Loading...
HomeMy WebLinkAbout3188 Nubbin Ridge Ln (2)I t`u 0 n LO rn i z a rn ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Flr. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Flr Sys Floor System RAD or Red. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FR DR French Door RECEPT Receptacle ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing READ or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BLK. Block GALV or Galy. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Cuff. Coffered or Tray Ceiling INSUL or Insul. Insulation SO or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community KMIALL or K/Wall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O. P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WOW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam UNO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shaver) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or 0. E. Owners Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR Vent through Roof EA or Ea. Each OPT or Opt Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR orWDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Fir. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-8-15 2.0 ADDED VAULT. CLG. 12-28-17 3.0 2017 FBC UPDATES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. ALL WORK SHAD CODES r=LORI[�:a t���i( gip' Y WITH Pg)FVAILiNG NATIONAL OFWINM� t Ur ,;ter r'+ T t?t•III.LS ImENN/�R� 1941 c ,, ,� 1AN PLAN 0 0 Zola 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 SN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS 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 THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. a 0 0 coIn N !7 z � z z g Q r- a N z 8 �� 0LU O LU U � - LLI O � E o '' Go �* N �Z W d rgO w W W V d` fill/� Z� ' CL' •-J Q: �O Z v ; co A 0 `ki ., '.�. `yam ��pROF•ESS`O�\ t(f f' It I I I I I L lr To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residentlal eth Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. o MZ O W a�E LL w� s�zo E v 1@ � 88 $� N � I i O Z� r0 C N � �(YJ NO =LL Q2 3 L W U7 SS5 p 81 V rW! �. ag CAD c C)0 I» > d- ^L W > � N co O a C m 04 04 1� ■ Z •— 0) LO TT V/ O � r CD E Z M (V o Z Z a E O H E U c ]OB NO : 19-5904 SCALE : AS NOTED SHEET NO. C S T* FF 66-0" A /4)H.B.T �IIC]IIIIIIIIIIIIIIICI��IIIIIIIIIIIIIIIIIC]IIIIIIIIIIIIIIIIC]IIIIIIIIIIIIIIIIC]11lIIIIIIIIIIIIIIC]IIIIIIIII�IIIIIIC]11!IIIIIIIIIIIIIIC]111111�=�1�11111..1111111111111111111�1 ■ a • CARPET No /7 �■PROVIDE • 0---s, PROTECTION WHEN REQUIRED FBC 2 CAR GARAGE CARPET L ;IL`l�i9i�APPLIANCE �r 112111'�#��1&MMiHPER LI ■1/M .:.:IM.LMMMMMI __IIIIIIIII1I�IIIIIi�ll�lllllli�{i:�1_ ■�.i■■fl■II■■■1■I NEWSOME! BASE 1 FAMILY RM CARPET 23'-0j" HANSON \8' BOX @ 36" A.F.F. HRU -•• EDGE OF SLAB 2" BEYOND WALL �. 1 S3 STUDS W/ US 0 NOTE: FINISHED WALLS TO : FLUSH. VERIFY IN M009 Emrq� I= to STORY � ® ■ Lj O . / ■■III■DRYER ��et ��•�I. ■ � '�■ ■ mim• - ■I' ■���■' 11< ■�■IN 1 ��- P•1 ■'■■I.�■.'.■ 'r�■\-�,_'�___ -■� :1 D5068 - • ��������� � �JIIIIIIIIIIIIC]i11111111111[]IIIIIIIIIII� LO CO co •- CARPET I'■■■■■■■ I'■■■■■■■'■■■' BEDROOM CARPET _ BEDROOM 3 CARPET _-. __ 4068 CARPET - ■� , • A IIII,�■�. _ 1_��i��■�■■■■ 01, ■IL�3�I_I� o I._11111111111111=1111C]��1111111_11111111111111_11111111111111•.IIIIIIIIIIIIIIIIC]�I_111111111111'11111_11111111111111111_I�C]1111111.:I1111111111111111_Ililil111111111_11111111111111 i��l ■__ • - ■■■!!!_II FEE 011\1\ ■Ili■■■� • • El-- - _ H.B. 25-SH EGRESS 0 25-SH EGRESS 0 HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE W5 (2) -1 314" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) - 1 3/4" X 9 1 /4" LVL 2.0E Fb=2600 PSI H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) - 1 3/4" X 7 1 /4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required "VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18JX25} S.H. 13 20 X 38 j 18 J X 371 S.H. 14 20X501 184X50 S.H. 15 20 X 63 184 X 62 } S.H. 16 20X72 18jX71} S.H. 11­12 271/4X26 26X25 S.H. 1H3 271/4X38 26x37 S.H. 1 H4 27 4 X 50 1 26 x 50 S.H. 1H5 274X63 26X621/2 S.H. 11­16 27 J X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 j X 25112 S.H. 23 37 J X 38 i 36 4 X 37 3/4 S.H. 24 37 J X 50 1 36 j X 50 S.H. 25 37 J X 63 36 4 X 62 1/2 S.H. 26 37 } X 72 36 j X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 4 X 25 } S.H. 33 54 X 38 � 524 X 37 � S.H. 34 54 X 50 j 524 X 50 S.H. 35 54 X 63 524 X 62 4 S.H. 36 54 X 72 52 j X 71 } S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 1 79 X 59 1 N/A S.H. FIRST FLOOR PLAN - Al SCALE: %4'=1'-0" General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" OA +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 OD +28.3 / -36.4 O +26.6 / -28.0 ) +26.6 / -32.2 O SEE SN SHEET O 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 +34.0 / -44.8 WALL LEGEND i1111111111111111 • • • TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "A1" 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 FRONT ENTRY 20 TOTAL AREA 2372 INSULATION REQ. LOCATION I R-VALUE / TYPE I:1Lei:1J EXT FRAME 2 x 4 1 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 1 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) 0 0 0 0� z z z g Q v a � N z _U �M C1 o 0U:��= O.. 0�: '® H U � 0 a w s N Z W „LLr o w ie LU 0 a ', Iz: : _jh6 _1 0 �+ ,• s 5 O ffVi� °R O F E SS'O �•�+ ��"111 rtttt o�`��ti To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. o w M E � z 9N t3. E os �� U 2® oa w¢ 08 z o E E N �o �=H o $2 ¢� z Vi - O J O y. ..1 O °LL ai I 8 o �W W az y z r� x = F J g CD °zla 08 �° a chi 3 c O 124 ^L' `W � N .-. O a C0 rn N V Z 0 L J Q) (0N r ti E CO M N CN �' c Z O a U _j Q p JOB NO: 19-5904 SCALE : AS NOTED SHEET NO. 1.0 4 no MIRROR F OWNER'S BATH 0 M KITCHEN ISLAND All OWNER'S BATH 0 0o �N T fM KITCHEN T zn 9'-11 j" INTERIOR ELEVATIONS a 0 z z z g a a � V) z �(n 0 U _ • Q N O v Q kW -0 ii �j��U aLLS o a LI: W LL • •.,,��� 'V J �'R O F E S�5\ ". N. fillI11111lt To tire best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential Bth Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. co W LJL E U io a w? 3 >a zo oa z E ~ � f�C o`g r °1= gggggi u°lz .2 L • r0 (nC w 0 � Yzz K O z �Z W ww r� Z r 60 01�tr p�W C C O O ^L' W .> c cc N O LL m V, T 0 Z +- T Ln � T O T (0 C-4 0 T m m M N ' N y c ? co E O a.0 Q p JOB NO : 19-5904 SCALE : AS NOTED SHEET NO. 2.0 3 v a N 0 rn LO LO .z x co N O LO I rn E v x rn C a N E c d EE b i ri i L� rn 0 t2 s rn 0 CD 29 12 5� HEEL 12 zz:::::�5 T.O.M.--�`------- HDR HGT. TEXTURED C CEMENTICIOUS ' FINISH ON C.M.U. 60 co (TYP.) F.FL. — ------------------------------- 9 12 :7�5 INININININININ ININININININININII 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS FRONT ELEVATION - Al SCALE: 1/4"=1'-0" 14'-0" RIDGE VENT 12 5� 12 zz::::�15 15'-0" RIDGE VENT 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS — — — — — — — — — T.O.M. ---------------------------------------------------------------- HDR HGT. ------------------------ 6" FASCIA 10 TEXTURED o CEMENTICIOUS CD °D FINISH ON C.M.U. co (TYP.) F.FL. LEFT ELEVATION - Al 1 /4"=1'-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 FOLL0IMNG 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 SO. IN. OF NET FREE AREA / SO. FT. a 0 � 0 0 0 z_ z z g to z as N M. .0 LLr N c �N ,U„ '® 120 O S U 0 so N �O U) r7 U ED XX a us a.-$ 3 Z t •. S0rr s CO •` R0FESS�Q����k �r�t'�(ttttttti4t�� To the best of the Engineers knowiedge, infonnallon and belief, the structural plans and specifications contained within these drawings oompty with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the sbuctural engineering portions of the drawing pages bearing Engineers signature and seal. C:,w CM 2 Q � o o Z8 so E v _ �' o� oa W Sz z O E C r0 dp o <o wz a m0 zN ,ID to C - � J H x � F o zLL zZ ,e 77���.. Y� W� yE �� (� g CC) il< o 3 C O 0 ^L' W`/ � N J 0 ^C^'' m W � T CF) Z .- T Ln O) T T N y CO r hi E M N N y o Z Z a E 0 c v Q o _° JOB NO: 19-5904 SCALE : AS NOTED SHEET NO. 3.1 i1..LAI U. a 12 5� TOM --------- 1'-0" EXTENDED OVERHANG TO BE CENTERED ON DOOR 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) REAR ELEVATION — Al SCALE: 1 /4"=1'-0" 15'-0" RIDGE VENT 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 12 14'-0" RIDGE VENT T.O.M. HDR HGT. - - -------- TEXTURED CEMENTICIOUS TEXTURED CEMENTICIOUS FINISH ON C.M.U. FINISH ON C.M.U. 2'-0" 01 (TYP.) (TYP.) CD F.FL. RIGHT ELEVATION — Al : 1/4"=1' General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION ""G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "*ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. 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 1/3W 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 FOLLOVNNG VALUES, SEE ROOF PLAN* (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 16 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT e SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / 80. FT. L 0 � 0 0 -J L 0 Z N C Z J a S 13 N z f6 0 O Lu N 0:� O _U 00 O e -oldC.) so N D us _ z W " <� O z u111/// $ W !�t 0 ... lb AIr �Z�// V/ '°R O F E S SRO To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Budding Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. C'w co M0 E z� a 30 n3� o o<g �o S$ �z z p N t N ra 0 ado aw m0 zN ,= tin w m of �W mE _� CID a o ^L' W � N J rn N � m � t\ T d• 0 . _ Z *- T LO � r O I Cfl r N co r cc M N N y ^ o Z c E O ui cc a fJ � Q JOB NO: 19-5904 SCALE : AS NOTED SHEET NO. 3.2 VARIES 1'-10" 1' CAP r CAP 2" 1 f2" "NOTE: 1" RADIUS M N FOAM TO BE USED ONLY WHEN ^ = 31/2" RADIUS 1/2" RADIUS REQUIRED BY COMMSPECS IF NOT, �^ iv „ 1'-5a"�1 ZD 1" 2" OPENING VARIES 2" 2n 3/2 RADIUS DETAIL TO BE 1" 1" BUILT W/ STUCCO. 1/2" RADIUS J� i,4 1" 4" VARIES _ 1" 1" EDGE OF C+M'a TIN OPENING VARIES _ = 2n VARIES i �n VARIES in 1" F 0 SIN T 1 1/2" RADIUS 4' 41n 2- 4" 2 1/2" RADIUS o o ci = 0 ` '" v CD � c" VARIES 1" I U &D 32" 11" 32n 3„ ,n 1" 1" 1" BASE BASE SIN 2 • g T �n 11-0 u 4" c� N 1�z aj *NOTE: VARIES $" 2" z z g Q _ FOAM TO BE USED a 8 ONLY WHEN = — 3 REQUIRED BY V, �* 1'-6" COMMUNITY �z a _ 1" V' M UNI SPECS. IF NOT, 1" OPENING VARIES 2" ' 1" 1'-4" - Lu DETAIL TO BE 2" 2" v 'U � BUILT W/ STUCCO. EDGE 2a° Ei l � O � OPENING NG ' N _CID U � ®w � K 1440— 1-1/2" THICK 1-1/2" THIC 4" 10"iv ¢ 10" 6" -0 21" a1 _ W a g ZD N l U F. p n ❑ ❑ 2x 4n 3n w U.1 = t2 in 2 2n N IN M O L{ I M 01 1-1/2" THICK 1" �n � 2a = la 2'-4" 4 5" 1-5„ 54" N = � � VARIES VARIES LO N 2�' To the best of the Engineer's knowledge, information and belief, Cr M the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - VARIES VARIES Residential 6th Edition. Engineer's signature and seal is only for • _ c the structural engineering portions of the drawing pages bearing 4n Engineer's signature seal. V) W t4" E F11 W 3 6" 4" KEYSTONE F11 _ °0 ^ � z ° Z e Q iv i N p,�' ,r OPTIONAL T L o w E U �� oa wx uo C oo = I = ^ N N r0 a D u x - x co i Rsry co Q 2 44 io Rq�r.' d o 3 N 2 + M 4" GARAGE DR. OPENING 4" 3' a WINDOW OPENING4" . c oo is • INSTALL OVER STONE, TYP. w = Z NOTE: Z 3 o U 58 • FIN. TO HAVE TRADITIONAL v 3 = k VARIES LOOK & SMOOTH FINISH • FOAM! EPS MATERIAL IS • Mj °�' ' • • • ACCEPTED � g ol� o t NOTE: z ` 3 • FIN. TO HAVE TRADITIONAL LOOK & 11" 1'-6" 1" 1" 2_1n L v SMOOTH FINISH a n jn n 1'-4" f-1 • FOAM/ EPS MATERIAL IS ACCEPTED 1-1 54 i T-$" �' L 4" 3'-0" 4" S 1" 10" 1-4x 101, CL N �p3 00 _ _ � N �1 C -v N v N mr rn '' `� � o L() N N r— T � M N 0 Z � 4 • M M N c� io Z E IQ d rn E ci � Q o JOB NO: 19-5904 1" SCALE : AS NOTED N T GENERAL NOTES: SHEET NO. • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) F 1 • ACRYLIC SAND FINISH ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" 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, 406.11 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 2017 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 comer counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER � wP WEATHERPROOF DUPLEX OUTLET IGFI GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE +PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE Q EXHAUST FAN rO\ \ � EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) P� PUSH BUTTON SWITCH (OPTIONAL) 200A INDOOR PANEL CENTER 00 x14 copper to lights & outlets NEMA 1 00 x12 copper to 20 amp clan 200 AMP 10 x10.2 copper to wH 01 x10-3 copper to Dryer METER 2/0 or 4/0 SER Alu 200 amp 150 amp POWER CO. INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94 53 4 Bare Cu Ground WITH CODE APPROVED CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. Typical 150-200 Amp Electrical Riser Diagram (updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. PUSH BUTTON SWITCH - DOOR BELL LPER SPECS \ SD SMOKE DETECTOR / in CO CARBON MONOXIDE DETECTOR AC PAD 11KA 1111 01 1111111177 111111 CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) p, DEDICATED RECEPTACLE USB TELEPHONE/USB (OPTIONAL) Wp H.B. FOR MICROWAVE RANGE GFI DISC. HOOD PER SPECS ® TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER owl ELECTRIC PANEL l DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT RECEPT. FOR ALARM SYSTEM VERIFY METER LOCATION WITH of ut n=n MAIN FLOOR ELECTRICAL PLAN SCALE:1/4'=1'-0" O O CO z g Q) c9 � 4-J LU 0 W to c E m ULU fAyy �' Z W ����$ ,� U W ot g 5 p LL W a W o ZVg�, 0 W _ 0m ••�� N Z rn m A LL W ° O U Go M 0 C14 M ti 0 To the best of the Engineer's knowledge, information and belief, the structural plans and speafications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. o Cn W Z _j LL E U3 =g �a go Q chi p E V F- nj CL �� oa po O Z C ry CV C N i n� �O ado w � Ws m C/) C C OU =o mo oLL ZF Fb U W a LL a �W 2> VQILL CID ila v 3 c O 0 \W .= N c N .-� - O �H M •� Z r Ln T CDT + � N � T m W M N N y c Z c a E 0 E v ?3 U Q p m c JOB NO : 19-5904 SCALE : AS NOTED SHEET NO. 4.0 6L,,i-__"a,._".._, _.1 _ .L -_I ATTIC VENTILATION CALCULATIONS - Al ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) pp Vent Amt Amt. Req.) (Ft) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SO. FT. SQ. IN. of b Upper y PPe SQ. IN. of ventilation of vented IN. of of vented ventilation to be provided SQ. IN. of SQ. IN. of Ventilators (See Elev ) required soffit ventilation soffit by upper Ventilation Ventilation needed required needed ventilators Main 29.00000 1.000000 Floor 2373 2278 325 1139 81 570 0 573.0 435.0 138.0 (Zone 1) .*NOTE" GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN SCALE: /4'=V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. I Attic Ventilation I Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or Wi nice vents. "CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SO. FT. O 0 0 ,n R v N l^ z � 4 z .yQdzCj( J d N z Ur LL 0 W L1) c E Ln o � � �o U 0 S N_ D N p� Z�N� z U) Cie a� w ua 05 aa;LU �Ul a�� O ZO00 • • ti � �J � ' tat FESSIO To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Flodda Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing Pages bearing Engineer's signature and seal. o co E o ZR • O E U k W a ZoEz$z C14W w L < z W X N CIO p 8 . O Z z z W3 g wLL aZ Nk O �2 M 05 C O O In > d' nI` W ♦��/� cca N _J O C rn N in- •� Z r LO C0 T N t:0 r m m M N E 0 y I� c c E m ui M c a U � Q p JOB NO: 19-5904 SCALE : AS NOTED SHEET NO. 5.0 9 d - n rn NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL 8 TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING VWVF PLACED IN 1/8" SAWCUT x 1/4 SLAB 55'-10" X, V-6" UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON V-13" 5'-7$ 6'-48" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" V-2$" 7'-18" REINF. SEE PLAN. FOUNDATION PLAN TYP @ 1 STORY 3'_0^ w z U.N.O. . W g S3 H.B.+ _... ....... ................................... ;0 ; r--------- ° -- ° ---------T; — -- I-- ------, _ BUILDER TO 4'-0" 12'-1" : W.H. PROVIDE APPLIANCE (2) #5 REBAR I O I 0'-0" ; ; ; ; I ; : I PROTECTION QUIR D I VERTICALS w/ in R FILLED CELL I : PER 35`4' 1 20'-6" 3-1/2" MIN 3000 PSI CONC. I = SLAB FOR HERNANDO COUNTY ONLY r S3 3-1/2" MIN 2500 PSI CONIC I SLAB OVER 6 MIL VISQUEEN 21-711" 4'-9" 4'-10" I VAPOR BARRIER o 1' 5-3 1-10 3 -6 O A. O — � _ ccn °4 I I I Pe T. D -31 /2" 2'-6"x2'-6"X1'-0" FTG G _ _ I W! 3 #5 E.W. SLOPE ^ (2) #5 REBAR ■ ; I < I ^ • 2'-6" x 2'-6" x 1'-01, I I " I AHU I IRTICALS VE wl in W/ (3) #5'S E.W. TYP @ 1 STORY A U.N.O.ici K CC I S3 S3 •• / FILLED CELL I 1 S3 _ / .� _ '..... 0 o /I ...... ..'._' .' . .. d °Q 25'-10, g" / i' g�_^ — — — — — — — — ■ 4,4„ 00 , 2'-6"x2'-6"X1'-O' FTG / W/ (3) #5 E.W. = INDICATES FILLED CELL w/ 3000 PSI I /' I PROVIDE Yz" x 9" to CONC. GROUT FROM FT. TO BEAM W/ (1) #5 REBAR VERT ABOVE SLAB / % RECESS FOR FRT. DOOR. I �-4" I SLOPE I ,v I L S3 iq = o U) 4'-0" 4' 4" 4'-6" I TYP @ALL PLACES SHOWN , �! HVAC CHASE TOP OF CONC.I PAVER T BE 4" ` HOOKED FTG. DOWELS 5" EMBED , �' BASED ON � 0':U•' BELOW FIN. FLR.... ■ : ■ ...... . ' ' ■ ■ ■ I W/ 25" EXT. ABOVE SLAB "GRADE 40 I / LOCATION I ................... .......... .......:: ' ' .... ' , . . _ .................. . ISTEEL"-----.------- 4'-011 16'-10" •12'-10" o 10'-10�" 4 "� STEPS AS // I I / i' I . '.::: '.'. ' : .' . I PROVIDE 1 y' RECESS / / I REQUIRED PER FIELD FOR SGD. REFER TO , KITCHEN ISLAND : : MASON'S SLOPE FOR OPT. ..' ::..... / LOW WALLS CONDITIONS ; , WIDTH CJ r------- - - - - - CJ REF. :: -1-Cd CJ:. M. �-4II ■ r - - - �—---t--I------ ----- - � rt - - -- �' —� _--- - - - ° I I TYP@ 1 IF � I CHASE TO ISLAND ,.... , ( STORY U.N.O. 10 I I D.W. I I I ; : ; III = A 1 L� — �- � to in _ _- - I I :: I I / SINK I DISP I , co 3 1 /2" ' 1 11 0 -0 I 16'-0" 2'-9a" 6'-10" i � e M I o -------------------- —+----------- .---------i-- . . .:.. --------------� ■ . .� . . . . . . . . . . i . . . . . . . . . . . . i . .. . . . . . . ■ . . . . . . . .................... �.. .. ■ .. . ■ TYP @ 1 STORY H.B. U.N.O. A S3 51 All V-98-" 3'_ ^ 5'-011 5'-0" 5'-10" 3'-10" 6'-0" 6'-0" 3'-10" 2'-1064"64 51.4" r FOUNDATION PLAN SCALE: Y4'=V-0" CONTROL JOINT DETAIL SCALE: 3/4" = V-0" CONTINUOUS :INF. SEE FND. FOR JANTITY X 25" X 25" CORNER R ONE FOR EA. IRIZ. REBAR, TYP. 4.0. temate: 1 reinf. bars shall be t. around corner by cold ding the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" 0 0 0 0 z z Q � J a � M U)V).. z VJ lL Vi Y W V � - 0 W N c U c Q N N W V Q Z 0,2 Z\ LLLIP ,o• r >z h of x �o 5� 0, ' .� ''•• �s F L �; • 00 O F E S S\0 �� r/dl(ttlil4t�E� 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. (OQ� ri M JJ z 6 0 W Z Q LL E O = s y °i aR z® Z E U H� C> N ao �8 ° z C I zz tq J 3 a ^ 8 z S W U wi LL �Z Milli al� C O O L CO cc 6L cc O QC k rn N ~ a Z r 0) T ul CO r N co r ci z z• M N N i 0 a E Q E U ¢ p JOB NO: 19-5904 SCALE : AS NOTED SHEET NO. 6.0 L,. UPLIFT CONNECTION CROSS-REFERENCE 7126119 MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 -10d x 1 1/2" HTA20 1615 1585 10 -10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1615 1585 10 -10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8 - 8d RT3 610 525 8 - 8d X 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1400 1400 10 -10d X 1 1/2" F HHETA20 2235 10 -1Old x 1 1/2" G H10A 1340 1015 18 -10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2% 8-10d H HTT4 3610 3105 5/8" ANCH.118 10dxl-112 HTT4 2715 518" ANCH.120 10dxl-112 J HTT5 4350 3740 5/8" ANCH. l 26 10dxl-1/2" HTT5 3225 518" ANCH. I(28)10dxl-112 K HD B * 3130 3050 5/8"DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L 518" ANCH. 314" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD713 * 6645 5650 718" ANCH. 314" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N 1165/1070 ** 1005/915 ** 8- 10d x 3" JUS26 1115/1060** — 8 -10d P Ht IS96 1550/3335 ** 20 -16d x 31/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220 ** 30 -16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 im 14 -10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 1000 14 - 10d x 1 112" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 1000 14 -10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" MGT/MUGT 3140 340 22 -10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS ^X^ HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-10d X 1 1/2" SP1 585 535 10 -10d SPT22 685 8 -10d SP2 1 1065 605 12 -10d SPT24 1030 12 -10d 12-1 Od 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 USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. 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 + +) (6) ) (- (A) -) (+ 10R 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+1- 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. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR PLY C ROE �A) INTERSECTIONS. SPLICING 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. NO I E: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. ROOF FRAMING PLAN SCALE: Y4'=1'-0" 0 O O C " pp� z z g W N U)V) z a VJ LL OM U !1. Ow , V1 c E o � C) 0° ' W o g = c � Olw N N � vet N Lu W�• _" a y 9OZ0,2 V' y�jl'/// ��d A LEM 4 10 RvFESS\O \N To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. C:, to o 15--.2-A. EE OV?0 ia O E Xu oa �o 10 �° °z Mz z �6 LQp °d ¢ J wf M Cl) C Z2z o(oYJ N mO Zz h J m aa0 °0 Q W �z 'o W a U 3 LL �� �w ��g J O ys 101 �5 co 5v 0 3 C C)O L CD ca N .-. O C rn N Q) r z o L0 i C0 C-4 N CO CO T ui M N N c z E O d M a U Q p JOB NO: 19-5904 SCALE : AS NOTED SHEET NO. 7.0 it 0 v r 0 rn GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed Joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed 1_1360 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 AC1530 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 wails 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 8F441B/1T8F4018/1T 8RF400B/1T 8F321B/1T FORM dt GROUT SOLID �U O #5 BAR COW. 8F12-1 B/1T Q) "V" LINTEL DETAIL SCALE = N.T.S. i I F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY W_ 8 F 16— B/ 1 T F a tNOMINAL. to QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS cTi' precas Thtels = 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. #SREBAR AT TOP ALTERNATE POWERS MIN. (1) REQ'D SEAR STEEL LINTEL a e a ° .M.U. #5 REBAR AT TOP 44 A MIN. (1) REO'D 4 1.1/2" CLEAR • a � r ° GROUT _ D < J 0 Q C.MA e 5 REBAR AT a w _ • BOTTOM OF i7i Z w u' o LINTEL CAVITY 2 v3 T OTTOM O �U • REINFORCING < C7 J 7-5/8"ACTUAL 'NOMINAL WIDTH PROVIDED IN o 4L G W N i7 3 D D 5 REBAR AT E LINTEL 1 �o �, �o AS INDICATED (VARIES) r~it u�i d'LC LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel Is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coaling. See contractor specifications O O 4'-6" LL 4'-6" LL O 6-10" LL LINTEL PLAN SCALE: Y4'=V-0" O 0 0 0 Ur z z z g a v d. c� N z cry LU OLU N In � m ULU Of Q W p m I� ONO to � W Z m� m WL z Rut tpi� WN elO tom, DNS E ''• r 0 Cr: U '•, C •" r LO •' R ` 7�/% O F E S S \ol'"` �"/? ttIIIlilt' <�\ To the best of the Engineer's knowledge, infortnalion and belief, the structural plans and specifications contained within these drawings amply with the 2017 Florida Building Code - Residenfial 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. M O a LJL d O O� � W 2Q l0 Q M g0 W w C4V-± L M QQ m0 H � 0)C13 .s 0) J m � a " ZLL HsQ ,�� W g 0 i _r aLL�� w NJ �p a c O L ■> c cc 'N` -1 O m RE oc �,— T a) Z Ln CO N N to r ui Z N M N CN y c Z_E a O E u; U ¢ p c 3 JOB NO: 19-5904 SCALE : AS NOTED SHEET NO. 8.0 rR NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED 00 N T T D WOODS E CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTORS RESPONSIBILITY 0 VERIFY THE TYPE SUS R IBILITY 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 It AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS, THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5EMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC)13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ad. (2017) AND FLORIDA BUILDING CODE 6th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS : 2.1.1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1 ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2.1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10PSF 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 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 2.6. 2 SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ed. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE 'C., IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4.1.1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-1-P CONCRETE FORMED AGAINST EARTH: 3" C-1-P CONCRETE EXPOSED TO EXTERIOR: 2" C-1-P CONCRETE NOT EXPOSED: 1 1 y„ GROUT FILLED MASONRY: 4. 1. 7• WELDED WIRE FABRIC (WWF): ASTM A-1851 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 ft) 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 W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm =1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4.1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4.1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. TSTRUCTURAL ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE PA A RATED 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 DESIGNS, U.N.O. ALTERNATES TO BOLTS ARE NOTED ON PLANS. PLANS, J "" 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 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ad. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Inigation/spnnkler systems induding all risers and spray heads shall n6t be installed wTttiin 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 cement tious finish less than 518" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and badkfill 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 traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilutipn. If rainfall occurs before vapor retarder placement, retreatment is required 9. FBC-R R318.1.5 - C ncrete overpoi�r and mortar along the foundation perimeter must be removed be ore exterior soi treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemical bamer.must be installed after constriction is complete, including landsca and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within 1'-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 5-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. GARAGE DOORS N = 140 MPH) TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT. TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1Y4' DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%' DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. a 0 0 0 0 z � z V) Z Uj U � 0 w � c V1Ln c N a /y Q N V 0. m g I y Wtya+z� O Zi 0, � W NO OWN fo - d _j0.ML _gcz . X�i`�'� uR E 0 F �1it��,7'ftil tttttit`'�t`�� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal Is only for the structural engineering portions of tits drawing pages bearing Engineers signature and seat o CD M W Z C E 4� i o i ¢ g Q E IT r6 z��� N i °rig wS �d Ww �� "ati rt3 C i Y o Zz z r� u p W 8 �Z aU W U i- N o CD v =lea 5 �I c C) co .= r X N �1 cc -J C) c m � •/I vW 0) T 00 •� Z r T L0 T 0 C N .L r ui E N CV) N N y ^ c Z c m E 0 m •• v c a U � Q o JOB NO: 19-5904 SCALE : AS NOTED SHEET NO. SN CORNER OF HOME GARAGE SIDE OR J ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE . N 01 44- 15/32" CDX co PLYWOOD OR 7/16" OSB RIDGE LINE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 6'-0" + 6'-0" + + + + +++ +++ + + + + +++ +++ + + + + + + + + + + + + + + + + + + + + + + + ++ +++ ++++++++ + Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/el 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 H,� 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) t Filler blocking ° 1/8" gap r FILL CELL STD. 900 HOOK BOND BEAM SIMPS( 11 w/ (22) • w NAILS 1 ix a STD. 900 CONT. #5 CONT. #5 > HOOK BAR OOC BAR 5/8"0 #5 CONT. THRU FROMFOUNDATION BOLT TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. SIMPS( w/ (22) • M ,,,,,, NAILS 1 INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. Small 2" min. 2" max ) gap 4 max. Q 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. 2x4/Plywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails 4" max. 2x : CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when indicated or OF THE JOIST ASA REQUIRED LEAVING Y" GAP TOP sides b 6". - Hangers with side nailing. °� y -Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. N.T.S. - Under 2nd floor column w/ loads higher than 15nnlh 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 wall or beam below.* require additional 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 H C G 000 5'-0" STUB -OUT FOR 1'-0" 0 9 GAS METER 0 o � U fV = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY*" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" 16" O.C. 16'-5" 1 SIMPSON HTS20 OR 3 16d TOENAILS 2" X 12" 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'4" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block / (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking IlsP 3" 110d1 nails at 6" o.r. Q�'/ Provide adequate bearing for each lapped joist. odnails 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 BLOCKING PANEL, INTERIOR Vertical load transfer =1900 pff 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 Web Stiffener Fastener Schedule Joist Bearin Location Series Depth End Intermediate ® BCI5000s 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5- BCI6000s® BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/ " 3-16d 3-16d 14 5-16d 5-16d 16" 6-16d 6-16d R TRUSS OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION NIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing fl 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration.- 7:7.7-7--:5• ■ • ■ • 6A 1 2" R UND HOLE MAY 77= NOT CUT HOLES BE CUT ANYWHERE IN LARGER THAN 1Y" 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 1Y2" 8 V-0" V-1" V-2" V-2" V-3" 1'-0" 1'-7" V-11" 2'-4" 2'-9" 3'-2" 3'-7" Any 16" joist 12 V-0" 1'-1" l'-2" 1'-2" 1'-3" V-9" 2'-4" 2'-11" W-7" 4'-2" 4'-0" 5'-4" Span (ft) 16 V-0" 1'-1" 1'-2" 1'-2" 1'-7" 2'-5" 3'-2" 3'-10" 4'-9" 5'-7" 6'-4" 7'-2" 20 V-0" V-1" 1'-2" 1'-2" 2'-0" 3'-0" 4'-0" 4'-10" 5'-11" W-11" 7'-11" 8'-11" 24 V-0" V-1" 1'-2" V-3" 2'-5" 3'-7" 4'-9" W-10" 7'-2" 8'4" 9'-6" 10'-9" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %2" 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 1Y2" 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. N.T.S. Joist hanger A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) Nail with 10-10d nails. — Install fight to top flange. SLEEVE THRU STEM .4. SEE PLAN FOR •• d . • FOUNDATION INFO ' d STEM FOUNDATION y \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 21 0.6 X Joist 00 e depth I -JOISTS BUCKETS N.T.S. GRADE r REINF. SEE PLAN A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF 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 i11=1m.11.11:1i ffWMA 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE a SEE FND, PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE r—PLUMBING LINE d L d _ � dd •d � \ - 0 ..0 2 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 de. d f do G . c a G e d .a e a SEE FND. PLN. SIZE & REINF. 0 0 a 0 R V z � z z g v 8 N z � a) (D_ Cl N ru w Ow N LU c N N m h � N0=7 Im LL C U Ili W us 0 042 ZO-2 0 N 1 � � m Wrtrp�i�z�� o � `1O� _ 6 ter tz h OF d� d 1q_ •'• .F 1_ •• tr '0"? �O F E S S\O` /�t/ittl!ltlt To the best of the Engineers knowledge, information aril 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. o M o� W Z E�Iv wo z0 T I— � E i� x� oa u8 o U CN C N _ lr a i Gp a �L w m � ,p cj C - C � =U F fr oLL Z b LL°o I 58 a W J o � a� � ¢ Za Uri c O 0 to ^L, W .� N � N O 0 -0 in fl' T 0) •T— zo � t Llr) i CO 04 N CO r E z N .4 M N 3 N 6i � o Z E 0 '0 :3 c cc c a U Q p JOB NO: 19-5904 SCALE : AS NOTED SHEET NO. SN 1 FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 P') VARIES / "Um Ono 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 50'OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE ")C" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR �" GYP. TYPE @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE ABOVE] SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ STUD BELOW TOP PLATE STUD BELOW (1) ROW 2x BLOCKING @MID (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 2x #2 SPF STUDS HGT. FOR WALL HGT. s 8'-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.JAND 1) ROW 2x BLOCKING @ MID HGT. FOR 16d TOENAILS T & B FOR WALL HGT. > 8'-6". EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TWALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > V-6". (ALT:1/2"x12" TITEN HD @ @ 3rd PTS FOR WALL HGT. > V-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANSULATION PER CHART ON FLOOR PLAN APPLICABLE. 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TSIMPSON SP1 w/ (10)10d NAILS @ 6" MAX FROM END OF 2 x PLATE 5/8 x (2) #5 CONT. ON 3" 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATIO (1) LAYER TYPE 11(#30) 6 x 6 W1.4 x W1.4 (ALT: 1/2"xl2" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILx P.T. BOTTOM PLATE UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH "' " ELEV. 0'-0"INCLUDE THE PITCH > 4:12 0 ° A.F.F. O.C) OR 8"x10' WEDGE ANCHOR @ 24" 2" x 6 W1.4 x W1.4 ATTACHMENTS ALL(2) LAYERS TYPE I OR TYPE II dL IE ° "F OR FIBERMESH "WWF OR FIBERMESH (#15 OR #30) UNDERLAYMENT 31/2 MIN. 31l2 MIN. FOR ROOF PITCH 4:12 OR LESS. I p ° ° ° ° ° ` ° ° ° ° a ELEV4-3 1/2' Z �r ° ° ° o - ° ° ° ° ° A.F.F. p ° ° PRE ENGINEERED WOOD ° ° ° ° , ° ° ° 2x4 CONT. a ° ° ° _ ° ° 1/2"(min.)- 4" _ ° . ° 1l2"(min.)- 4" TRUSS @ 24" O.C. U.N.O. _ _ -PI - ° I I, g ° ° a , ° v °o ,T ° •. r °� ,� T ° •. HURRICANE ANCHOR @ EACH _ ° ° GARAGE DEPTH VARIES ° ° 31/2"(min. - 4' 31/2"(min.) - 4' TRUSS (SEE UPLIFT SCHED.) W/ 8" - ig METAL PL. UNDER EA. TRUSS ° ° ° - 4 ° I I MOISTURE BARRIER TYPICAL INTERIOR BEARING (2)#SCON T. 4" 1'-4" ' 8" (2)#SCONT. U4N.0. N'-4 8" SHINGLE ROOF 1•N•0• MIN. TYPICAL BEARING WALL STEP N. 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rGG� GARAGE SLAB AT STEP rB TYPICAL BEARING WALL STEP SHEARWALL C C rCC 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"=1'-0" S3 SCALE: 3/4"=1'-0" S3 ELEV. VARIES FOR ADDITIONAL SLAB INFORMATION. 5/8" OR11/2" HIGH -- ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ALUMINUM FASCIA \12'N.O. 2x SUB FASCIA ABOVE) W/DRYWALL EE SOFFIT SCREWS @ 7" O.C. SHEET CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR ARCHITECTURAL oo FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD-,--­--, ALLBOARD (1) #5 VERT. IN FILL U.N.O. CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 0- NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE _ L N r. °> r � A Y I = Z � Ob co 6 MIL VAPOR-'> z BARRIER t> • r COMP. SOIL. ° (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. ON #5 REBAR CONT. 1'-4" (1 STORY) STD. 90 HOOK (SEE U.N.O.CHAIRS TYP. 4" V-8" (2 STORY) UDETAIL) TYPICAL WALL SECTION A SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 Y" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14' rO.H.DPAVERS RECESS . �. z . j 4" _ M SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1" (1 STOR)) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) GARAGE DOOR SLAB RECESS J,1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 55 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2X STUDS @ 16 0!C \ 1�M�NN7" 5 LOAD BEARING OR INSULATION PER FBC AND ENERGY \,/ cc (1) ROW 2x BLOCKING @MID HGT. EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT J ` 7 FOR WALL HGT. <_ 8'-6". (2) NOTE: ROWS 2x BLOCKING @ 3rd PTS 1 "x P.T. STUD (2) ROWS OF 2x BLOCKING @THIRD POINTS APPLICATION SEE SECTION C/S3 FOR ADDITIONAL INFORMATION FOR WALL HGT. > 8'-6". _ #5 VERT, IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER SIDE GYP. WB (MIN.) .GARAGE G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 ROOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" (10)10d NAILS BOLT INFO. 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 PLATE WASHER TYPICAL @ 2x P.T. PLATE W/ 7"EMBEDMENT (MIN. SHEAR WALL SEE GG/S3) I/ 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# (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 *SIMPSON SP1 2X PT PLATE #5 REINFORCING BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 SPACED EVENLY w/ (10)10d NAILS N FIBERMESH WEEP SCREED INSTALLED BAR F END OF 2" x PLATE WWF OR FIBERMESH r d 2x P.T. PLATE ., w TYP. c PER MFR INSTRUCTIONS � � o . ° . ASSUMED FINISHED #3 OR #4 REINFORCING BAR GRADE ° • z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a ° n. FINISH GRADE 00 [GRADE 60 MIN. Fy= 60ksij g , p . • 4 MONO OR STEMWALL z > a n • , 25" MIN. LAP [30"MIN. LAP] FOOTING MONO SHOWN p p ,� P ° w ° FOR CLARITY ° ° _ _ 6 MIL VAPOR BARRIER p ; ° - r R 1 7!8" CD p I- III -III -III- III - III -I N z #5 REINFORCING BAR ° III=1 I I -III -I I I=1 I W I I- ? #5 LAP SPLICE (2) #5 CONT. - - - - NOTE: D g ° ' I II I II II I III 111 II I II I II I II N • o ° 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS COMP. SOIL. (COMPACTED TO (TYP.) 8" 1'-4" 8" *FOR BEARING WALL I-III-III=III-III=III=� � 10" W/ UPLIFT ONLY _ _ _ _ _ _ - -_= I 95% MODIFIED PROCTOR ASTM - - I=111=I=1 1=III=III-III=III=III=1 I I=111=III=III=III=1 1=1 D1557) HEE -�;, , I �I II_1� #s REINFORCING BAR #5 STD. 90 HOOKI �I�I�I� 1Ia14#6 LAP SPLICE TYPICAL INTERIOR BEARING III -III -I 11=1 I I ;III-1 1-1 I- I �- FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS K�F� WALL W/ UPLIFT rG SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 11 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH rmin. 4 v a • • e a SCALE:3/4"=T-0" S3 SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SEE PLAN 1 1/2" RECESS FOR A 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. . CONNECTION INFO ` ° `v GRADE SEE PLAN FOR " " TOP OF BEAM & LAYOUT DESIGN O _ (1) #5 REBAR w/ OPT. SEE ROOF PLAN co c ° �. n A v a E NCLOSURE �. (2) HTS20 FOR STRUCTURAL -' - "' T � _ BEAM SIZE & N �' d E CONNECTION INFO T ° • • MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 EXPANSION JOINT _ N M SEE A/S3 OR J/S6 FOR REINF. INFO. BLOCK WALL BEYOND O.H.D. RECESS N CO) 3" MIN. CLEARANCE GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. lo 1/2" FROM SLAB 0� J CONT. BEAD SEALA& ° . INTERIOR ° ° -31 ° e CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB ° 00 M 6 MIL VAPOR = - i'- BARRIER I I 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 8" z ATTACHED PER NAILING FOR REINF. INFO. OPTION i� w SCHEDULE e a SEE TYP. WALL SECTION FOR ADDITIONAL j w 6x6 P.T. #2 SYP SLAB INFORMATION J o W ABU66 SLAB STEP & RECESS S.G.D. rM rn SCALE:3/4"=V-0° S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS GARAGE COLUMN TO PORCH SILL AT 8" O.C. PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL W/ DRYWALL SCREWS @ 8"O.C• ATTACHMENTS EXTEND FILL CELLS _ TO FOUNDATION PAD INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. M ' ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS i RA a ° € M FILLED SOLID (SEE PLAN FOR - 1 1=111111111111111_ _ ° _ a _ _ 6 x 6 W1.4 x W1.4 `1 SIZE AND REINFORCEMENT) w 0 -_ T WWF OR FIBERMESH ; 11 I I II I I I 111111111111111 1 z BRICK PAVERS or SLAB PER o w cw W 0 0 = -11 =) • • °• -_-_ ° 0'-0" FIN. FLR. COMMUNITY SPECS _- " W ° 4 - - "' 1=1 =1 11=1 11=1 11=1 I I I I I I I=1 I WIII-I 1111=1 1=1 1= OOTING -III=1 I I -III- ' I I -I I -I -I I -I I (, I -1 11=111= BEYOND -1 I 1 III-1 I' - - PAD REINFORCEMENT 3" MIN. CLEARANCE IF ° .. wrfl. PAD INFO. : -- z�i�i�� INTERIOR SEE SCHEDULE WALL SLAB STEP NON-BRG.•KC• COLUMN a 0 0 z z z g ¢ d N N z 4J _� E ra N V O W N � o N� N yy Z WoN� w z a m Au �Z0LL "o P1 o F. ro '• d O75- •'" F 1 0, 4rT O F S S`O%4 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential Bth Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. (oZ C7 H O 6 Q E o �o a s 7 >m �aR �° O 0 a �0 uo a � 0 no ¢� W= i ao m� zN C p� o ZLL to a� 8 g= Z W oLL N !E W �G r� tttttttl� � W o. �IH o$ zl< U3 0 O ^L, W ■ c N ca -j O Q Cv� N a m r d" o) ■_ z o r L0 T 2 co N N r- �- E w c M N r Z Z E m E 0 a 0 _j ¢ o JOB NO: 19-5904 SCALE : AS NOTED SHEET NO. S3 (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH 2x6/2x8 WALL BEYOND (2) 2x HEADER TO SIT FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY WALL IS 1 1/2" MAXIMUM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE t O BLOCKING (2) 2x HEADER PER PLAN VARIES xBOTTOM 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 (Np) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER .' ' STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW --I r" 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"X8716" 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.) SCALE: N.T.S. L-SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL —ROOF TRUSS CONNECTOR (SEE SCHEDULE) IRE BARRIER SCALE: N.T.S. TO DRAIN EXTERIOR WALL CLEAN -OUT WALL A SCALE: N.T.S. S4, 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" DOOR JAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT rD"*� S4 SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 1 � LII ME ■�.��� I�INN NOTES: 1O 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. Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. Q3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. 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 mW\N\A\\\m\N0\\\1 > O :7FORM 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. SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK 4 H 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. 2x CRIPPLES @ --I 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" --i O/C TYP. DOUBLE 2x — CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEELAND GROUT FULL 8x8x16 BLOCK DOOR OPENING -Ct VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET fOP a iARAGE IOOR W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK rK 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' 1 (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR GREATER HEADER 1 \--(2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. O� OR SIMPSON HTT4 TYP. Op U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. S4 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. 5/8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 12 (TYP.) SEE ELEV. SIMf SON SP2 w/ (12)10d NAILIS AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED BOUNDARIES 6" O/C EDGES & 8" BLOCKING (' O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS ' -- SIMPSON HETA20 w/ (8)10dxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENTLIN KO BLOCK AT EA. STUD MAIN SPAN ROOF TRUSS MOISTURE BARRIER UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK TYPICAL INTERIOR NON- ALT. KNEEWALL ABOVE MASONRY WALL DETAIL S SIMPSON SP4 2X TOP PLATE OVERLAPPING rE TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END w U T CL Cn 2x TOP PLATE 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" v O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. SEE A/S3 FOR STAGGERED FROM BOT. REINF. INFO. PLATE TO CONCRETE SCALE: N.T.S. - PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF 48°SPLICE STAGGERED �10d @ 8" O/C ATTACH ALL -' EXTERIOR STUDS W/ 4)16d TOENAILS TO OP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. F= 2240 LBS SIMPSON C SIMPSON SP4 SP2 2X P.T. PLATE SIMPSON SP4 a \-NAILED INTO TRANSOM TRANSOM FRAMING FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSC RECESS SP4 SP4 SIMPSON SP2 -, NAILED INTO TRANSOM FRAMING SIMPSON SP 1 SIMPSON SIMPSON SP4 SP4 �-10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE BEARING WOOD FRAME WALL � 4, SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° e ° • HTT4 w! (18)10d NAILS (3610# SPF) ° o • HTT5 w/ (26)10d NAILS (4670# SPF) ° ° • DTT2Z w/ (8)1/4" x 1 1/2"SDS (1835# SPF) ° e ° • HDU2-SDS2.5 wl (6)1/4" x 21/2"SDS (2215# SPF) ° ° • HDU4-SDS2.5 wl (10)1/4" x 21/2"SDS (3285# SPF) _ • HDU5-SDS2.5 w/ (14)1/4" x 21/2"SDS (4065# SPF) • HDU8-SDS2.5 w/ (20)114" 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 C • FOR DTT27 USE 112" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & - NUT • FOR HDU8 USE 718" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w! WASHER &NUT • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. ° MIN. 8"EMBEDMENT w/ WASHER &NUT HTT / HDU TENSION TIE rN SCALE: NTS S4 ROOF TRUSS ABOVE 2X BLOCKING I I n 4 2X8 P.T. BOTTOM P TE D l� 5/8"xl0" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 4 / d 4a 4 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) -(2)16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A STAG E G RED TRANSOM FRAMING ° ° BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES ° E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12"izo (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 PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. S4 a O 0 0 O z � z Q J Cl- V) o .0 W IN c �r a 4 N N IVY N w , ti 2 Col .w $ * W a m .. S Q•� r0 nW IWO z �oh�O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. co Z LL ci E iS s �a go ►`° re8 O p nz zE N � °a p �w z ru C � � ZZ z OUYU m O Z 6 W J N ° 8 O 2 z Wyk r � 9. zla o1 U 3 o Q E ^L' `W .= � N .-. _j O C rn N �...i .09 Nil 0) z .- Ln T r o � T E N M (V N i c ? Z aU E O C _j a 13 JOB NO: 19-5904 SCALE : AS NOTED SHEET NO. S4 W �d SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS NAILING SCHEDULE FOR TOENAIL W/ (2) 16d NAILS SHEATHING DETAIL 2"x4" OUTLOOKERZ SEE STRUCTURAL NOTES AND @ 24" O.C. NAILING SCHEDULE FOR TOP CHORD SHEATHING DETAIL BLOCKING FOR • FIRST FOUR SIMPSON H10A w/ (18) BACKNAIL w/ (2)16d NAILS 10d x 1 12" AT EA. 2"x4" SEE STRUCTURAL NOTES - OUTLOOKER 1 OUTLOOKER AND NAILING SCHEDULE @ 24" O.C. FOR SHEATHING DETAIL ROWS OF 45° t 24�MAX. TOP CORD BLOCKING 45°1 2X4 CONT'L" BRACE TRUSSES @ SIMPSON H10A w/ (18) xX FOR FIRST FOUR FASTENED W/ (2)10d 3" EDGES OF 2x4 CROSS BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" O/C. CMID HEIGHT SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 48" O.C. EACH JOINT W/ (3) l Od AT LEAST 90% OF WEB @ 8'-0" O/C. EXTEND AT LEAST 90% OF MAX. & (2)10d TOE NAILS @ 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d • • SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROM LEDGER TO 7/16" OSB SHEATHING & (2)10d TOE NAILS @ BLOCKING — -� ATTACHED W/ 10d EA. END NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 10dX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS OSB SHEATHING ATTACHED 10d NAILS 6" O.C. INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ @ 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" FROM SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER L SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 10dx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" 1 EMBEDMENT IN KO BLOCK GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) 10d NAILS & (4)1/4"x21/4" SCALE: N.T.S. SS SCALE: N.T.S. SS TITEN ON OUTSIDE SIMPSON HGAM1l W/ (4)1/4"xl 1/2" SDS SCREWS TO BLOCKING & (i 1 /4"x2 3/4" TITEN TO CMU BACKNAIL W/ (2)16d NAILS REFER TO DETAIL J r SEE STRUCTURAL ON SHEET S5 FOR r NOTES AND NAILING X-BRACING, AND TOP N SCHEDULE FOR CHORD BLOCKING 6°° SHEATHING DETAIL INFORMATION -.q, 1 12 2"x4" CROSS BRACE WOOD TRUSSES 00 APPROX. 8" FROM RIDGE FASTENED AT 2x4 RAT RUN BRACING 1 " 1 2" EACH JOINT W/ (2) AT 24" O.C. ON TOP OF 10d & (2)10d TOE BOTT. CHORD FOR 4 TRUSS SPANS NAILS @ EA. END ATTACHED W/ 2 2x4 PANEL BLOCKING -16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF @ 48"O/C FOR THE FIRST (4) ROWS OF 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & O/C w/ (2)16d TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS 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 SP8 FOR 2x8 WALL) SEE STRUCTURAL NOTES - AND NAILING SCHEDULE FOR SHEATHING DETAIL 77 2x4 OUTLOOKER @ 24" O.C. (OPTIONAL - SEE TOP CORD BLOCKING FOR FIRST FOUR ROWS N 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 (2)16d NAILS END TYP. TOP & 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 2x4 OUTLOOKER @ 24" O/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ "MAX. EDGES OF SHEATHING TYP. ."L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 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 HGAI OKT w/ (4)1/4"xi 112" BOTTOM ATTACHED w/ (2) 10dx3" @ 4" O/C SDS SCREWS TO TRUSS & (4)1/4"x3" SIMPSON SP2 w/ 12 16d TOENAILS SDS SCREWS TO PLATES AT 36 O.C. ( )10d 2x4 LEDGER (MATCH BOTTOM DBL. TOP PLATE NAILS AT EACH STUD CHORD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S'CJ SCALE: N.T.S. S5 SIMPSON H10A w/ (18) 10d x 1 12" AT EA. 2x4 OUTLOOKER OUTLOOKER @ 24" O/C TOP CORD BLOCKING FOR VAFIRST FOUR ROWS OF TRUSSES @ 24" MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR 7116" (2)16d NAILS OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4 DIA. x 7 LAG SCREWS OR EQUAL 2x4 "T" ON TOP OF PANEL-/ OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ 10dx3" @ 4" O/C (2)12d TOENAILS EXT. WALL CON N. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON -LOAD BEARING LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION SEE TYP. WALL SECTION FOR SCALE: 3/4"= V-0" SS TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 9 ADDITIONAL INFORMATION. IINIMUM 2x 'ROSS BRACING 5EE PLAN FOR OCATIONS) (2)16d PER JOINT I- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL K�j� 2"x4" OUTLOOKER @ 24" - O.C. Wl (2)10d PER JOINT 10dx3" O/C TOENAIL 6" O/C W/ (2)16d TYPICAL NAILS ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. SCALE: N.T.S. S5 1 GABLE TRUSS "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 S5 • • • e I • • • . •ll • 1° ' ll d•• d • Alm \ • 1 11 . a • II d• •_ d • • • •� • • d• •II .d_ d all.• • • • II •• • ••d _II• d•• CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. S5 PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES SCALE: N.T.S. S5 MINIMUM (2)16d PER JOINT \- MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)10d WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) BRACING w/ (3)10d x 3" AT • EACH CONN. @ 24" O/C SIMPSON HGAM1 OKTA w/ (4) MOISTURE BARRIER 1/4"xi 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" BOND BEAM TITEN TO CMU El 11 MASONRY WALL Mk�ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0-0" - T-0" 3'-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1063" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. Ir ✓,90� o CORNER JACK 0 Y tl U w zyy ti O HIP FRAMING REFERENCE PLAN 0 z w a 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL/6 SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48"O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE . AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. aq =�r�II11�II�AI s��lYlAl�l■I� II11IYIIII I■IY NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) -7- 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 LTOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION a 0 a N z J f7 d N z N 0 o N LU OLU N c $ L_ M U 00 — o ii S c Co Q =• • N N y ~Z02 k E U) LLti �g W W Q z a s W � � Z1' o N LL W w "\ J :• �� j ro F w 01 °•., `� '•.... O F E S SO� tt1111U To the best of the Engineer's knowledge, information and belief, fhe 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. Cl) o Z E E s' 0CL �° Q o E U H f"� 8 V ❑a w� 00 0 U z8z$ o E 2� i$ go �=WZ 1z w0 :v COf6 C Y m 0 OIL z 3 iZ U W c� �z a Tk C O 0 ffi ^L' >W .= N .-. M _j O cr T 0 •- z o T L0 () T T i t N CO r ai M N N y i c z z a E CDE 0 � Q o JOB NO: 19-5904 SCALE : AS NOTED SHEET NO. S5 6_1 1 1x4 1/2" DRYWALL 1/2" DRYWALL DOOR JAMB REFER DOOR JAMB (REFER 1x4 ( 1x4 1/2" DRYWALL , UNACCEPTABLE INSTALLTION DOOR JAMB (REFER TO PRODUCT P.T. TO PRODUCT TO PRODUCT APPROVAL FOR CONN. PROPER INSTALLATION MAX. 8" DO NOT DO THIS ' 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR CONN. ix4 1 X 4 ♦ #5 REBAR (TYP,) ' PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 1x4 P.T. 3-1/4" LONG X 3/16"� FURRING 3/16"0 X 3" LONG TAPCONS FURRING (2) ROWS 3/16 x 3-1/2 FURRING #5 REBAR ` ' AN AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD O, BOTTOM PLATE W/ 8d D 4" O.C., 2 ROWS STAGGERED TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4" 2X8 (TYP,) ♦ ' BLOCK@ SPACING 1" DETAIL 1x8 P.T. FROM EACH END w/ MIN. O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRY THROUGH 1-1/2" DETAIL 1x8w/(2) ROWS 8d NALS 3" DETAIL STD. 90 ♦ " D. 90 HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12 O.C. FILL SOLID BOTH CELLS HOOK (TYP.) r FACE NAILS 10d @ TRUSS VERT. - 3/16" x 3 -1/2" TAPCON @ 16" DOOR JAMB (REFER 1x4 P.T. TO PRODUCT 19 r]O/L IL M/ RE SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL YL71 NOTE: t[B EACH END W/ MIN. APPROVAL FOR CONN. TO PRODUCT ix4 JL 71L VE71i P SHEATHING TO DOOR JAMB (REFER TO PRODUCT 2 EDGE DISMT. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16 ♦ TTOM OF BAND IST TYPICAL APPROVAL FOR CONN. x 3-1/2" TAPCON @ 16° 2 ROWS 3/16" x 3-1/2" O.C. & 4"FROM EACH 1x4 TAPCON @ 16" O.C. & END w/ MIN. 2"EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY FURRINJ +2" NOTC @ FIRST COURSE MPSON HGAM1oKTA 12" O.C. @ 2x P.T. AS REQ'D w/ MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 ' I ♦ w/ (4) 1/4xl 1/2" SDS SCREWS INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O-C. 3-1 /4" DETAIL t5" NOTCH WEB AT THE ' FIRST 2 COURSES ♦ BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC D CELL PER J FOLE UNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK no SECTION A -A UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. =1610 # FOR 2 STRAPS ' FILL 1st COURSES SOLID EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8° W/GROUT + 1 PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KTw/ (4)1/4"xl 1/2" SDS = 1/2" DRYWALL SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS r _ * IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7)1/4"x21/4" TITEN = 2150 #) 2 x 8 45" DIAGONAL (4) 10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 1/7� ' . 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) FACE OF ARCH W/ (3)1 Od NAILS •.• • OVERHAN BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL ;•:' .; :.' �: • .:•' .. . CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. •: • ;, « . . 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHOR-' ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL NTS) INTO ARCH BLKG. PER 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4" TO 110 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED W/ 3 #6 X 4Y." WOOD ) () * DOUBLE 2x4 SCAB FOR T-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL NAILS @ 8" O.C. ARCH DETAIL 4' MAX. RAD. USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ XOV TO TRUSS TO TRUSS TOP CHORD FRygN .J MIN. 4" EMBEDMENT AT 16" O.C. + LF NOTH 1 r-Orr 6-011 SCALE: N.T.S. SS 12 + + PLYWOOD SHEATHING _ JACK TRUSS PROVIDED BY + 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-g ROOF SHEATHING ATTACHED + REQUIRED `P ' EMBEDMENT INTO .) PER NAILING SCHEDULE ALL TO SUPPORT ° D /4" MAX �� 2 -0 8 " TRUSS + SOFFIT ° , #5 BAR p BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON + + + 10" a Q g p , CENTERED W/IN H o BLKG. &BUCK 2X6 TO 2X4 H2.5A w/ (10) 2X4 SYP . TOP 1 X 4 FURRING 8d NAILS EACH TRUSS _ o t�. KNOCKOUT / ct —� CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2 8 DIAG. BRACE BTWN,., PROVIDE (2) MIN. PROVIDE 2x CONT. W/ (3) CONNECTOR • — = p MONO FOOTING x SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SEE LINTEL -I BRACE EXCEEDS 24" BUCK - (1) WITHIN 4 JACK TRUSS PROVIDED BY SCHED. AND SECTION DETAILS LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 ° 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP 24" O.C. @ ENTER SO IT CLEAN FILL DIRT Z TO BE INSTALLED BUILT UP PLWD. BUCK - 4'- " MAX SEE PLAN PRECAST LINTEL ° STANDARD S, SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN ° 9� HOOK N TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4%" WOOD FOR OVER HANG FILLED CELL 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC 4 MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0"),- - ' I o , -• a BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE (2)1/4" X 31/2" TAPCONS AT 16" INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. "- ' � ' "- ° � ` ` "- °� ' � " °� ` "- °Nk ANCHOR INTO ARCH BLKG. rK STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS ARCH DETAIL B-B SECTION @ ENTRY L SECTION @ ROOF EXTENSION M REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" =1'-0" SS SCALE: 3/4" =1'-0" SS SECTION DETAILS SCALE: 3/4" =1'-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"4" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR SIMPSON H774 w/ (18)1Od 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 1/2" NAILS TO STUDS & (1) - E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) (1) #5 BARS CONT. OCCURS 5/8" DIA. ALL THREAD ROD "SET' #5x6' EMBEDDED INTO EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. THE SAME SPACING ( REINFORCING TOP WITH MIN. 3" EPDXIED wl SIMPSON a Cn SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER COVER 6�-0�� F•F• EPDXY MIN. 6" EMBEDMENT & FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP 3" MIN. EDGE DISTANCE `. M w NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° 0 U THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL p p' . n w a A REINFORCING AS FOLLOWS: < a 1 PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT '' v e P g i PRESS PANEL REINFORCING INTO PLACE. 6 MIN. LAP SPLICE W/ ► ° #5x6' EMBEDDED INTO U EXISTING FOOTING (2) #5x6' IN CONC. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL ir, FILLED CELL SMOOTH. DO NO FURROW. c•� " �� DRILL 3/4 x5 MIN. HOLE F Q PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP GRADE o, p ' c SET BAR IN EPDXY Y• _. G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: M REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. z r g ' O t. E4' TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT , ° ��a SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ° (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16"MIN. COVER EA. WAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 7rEXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. a 0 0 cD � z � z z g N z N � G)4- N LU � o O N VL. t/1 c U Co 10 �0 N N h �B41�� a ki w W a L a s W z p�m� WL Z \N O� 1 `� f�-S Ebro • ,; J CZ v 4, Q- pR zizil O F E S s�0��\\\�`` To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the draxAng pages bearing Engineer's signature and seal. co M M m�2 zoF W Zo sz >� =u QE E 0 t'o ns = X U o V O V Z o E N dp �o < a ¢� -2 2 >_ . rp W C ZZ I tttoY��� o Z 3 SW z QW fzz cW W i a C)�o w co =k o 3LL yz �Z F �O O cowi � OW z��d 0_ o 3 c C)12) ^L' W CO . � N J O Q C i � ~ c � z LO CN ui M N c Z w Z O N E E v w? to c m a U Q p JOB NO: 19-5904 SCALE : AS NOTED SHEET NO. SS *DIAGONAL SPACED AT 15'-0" O.C. MAX CONTINUOUS LATERAL BRACING - NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS FOR NAILING 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. pg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS ['-X61•1: UN O X-BRACING - 2x4 SPF OR SYP w/ 2-16d @ EACH TRUSS WEB 1 TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - MAX & EACH END ALTERNATE A CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. ---/--WOOD TRUSS - A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE ot VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE:NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD TRUSS SEE ROOF PLAN � SHEATHING A 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT Qk OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. P"A TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING ACK MAX 24" SPAN (EITHER USSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE:NTS 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 k 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 r3 SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT VARIES 2X4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d TOENAILS TO TOP PLATE & (2) 12d END - NAILS TO TRUSS BOTTOM CHORD MIN. (2) 2x4 SPF TOP PLATE ROOF SHEATHING ATTACHED PER NAILING SCHEDULE COMMON TRUSSES. SEE TRUSS PLAN FOR CONNECTION INFORMATION. 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 ; 2x4 #2 SYP P.T. PLATE 4MIN. W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE 16" O.C. MAX. INFO. SECTION @ ENTRY 8 SCALE:NTS SIMPSON LSTA18 w/ (12)10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( (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 2 MASONRY WALL 4 SCALE:NTS SIMPSON HUC410 w/ (14) SEE PLANFOR CANT. 16d INTO HEADER & (6) 10d INTO BEAM - SEE ROOF PLAN FOR MORE INFO SEE FLOOR PLAN FOR 0000 COLUMN SIZE & BASE 00 7/16" OSB FLITCH PLATE CONNECTION INFO 01 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 SCDHEDULE/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED CORNER d SEE FOUNDATION PLAN FOR MORE INFO 5" �X 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"=l'-0" SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM BM. SPLICE OVER CENTER OF POST MIDDLE SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. �• MASONRY WALL BELOW: SIMPSON a.. HETA16 w/ (9) 10d x.1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN 4. (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE rj_2� SCALE:NTS 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 s 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 j SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. 2X10 #2 SYP CONT. LEDGER w/ (3) VERIFY WITH PLAN FOR LOCATION AND DIRECTION 1/2" X 41/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF g SCALE: NTS LOW ROOFMALL 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 a 0 0 Z N 01 Z� fl N /n W l:J •V � 0 w (N c E V1 � oUj �$ N W aAyg ° a yQ N � z W nz �°' o 0 LL40 LU NAM' o \\\\11111it;ti 0 �� //i . .......�i •�S •'•• .� Q' ; E ' r�r0 i - Cf J �6 Q �O• 0: U P C ��• oRO F E 89��a\ ""N11I1It1111\m 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 6tn Edition. Engineer's signature and seat is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. CIDV3 W Z o� E p w° ZQ Ea ro _ C O E XV V a >U a N g � id x w .«�. i m N C C o8 z �x x� f mO Zu � z J� �w 0 o Z aW. W �&`; ¢ 0 a= ' a CIDow 0W oU7! 0 0 120 >4 ^L' W .> � N .-. ca _j O C 4) CV 0) z r r o C0 r N so r ci m CV) N y o Z _ co EN B a; a U C c a Q O JOB NO: 19-5904 SCALE : AS NOTED SHEET NO. D1 WEATHER RESISITIVE BARRIER FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. r WEATHER ' RESISITIVE z BARRIER SEAL TOPS OF JOI; UNDER DECKING SELF -ADHERED FLASHING (SEE DETAIL WP07) HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weather resistive THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING DECK JOIST NOT USED NAILING FLANGE 1� SELF -ADHERED FLASHING WEATHER RESISTIVE BARRIER �ZeZeL•i�iel�I�l:[el»►II.[e1 3/4"A" 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 RIM JOIST E0 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"A" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) �t SELF-ADHER Q 0 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER PLASTER STOP - CONTINUOUS BACKER - ROD & SEALANT A 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 8 2 SELF -ADHERED FLASHING PATCH HERED FLASHING 1 2 4 5 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) � ��4#_THISGAPISARESUL NATURAL SHRINKAGI DO NOT SEAL. DRIP SCREED PLASTI ACCESSORY WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH Q SELF -ADHERED FLASHING of CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED FLASHING SELF -ADHERED FLASHING SCORED RELEASE PAPER r (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) ME a SOFFIT/CANTILEVER �0 �O SELF -ADHERED FLASHING INSIDE CORNER Ground Water Resistant Barrier Lath Sheathing Stucco FOUNDATION WEEP SCREED LEGEND SELF ADHERED FLASHING (SAF) -0 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 FLASHING REQUIREMENTS R609.1 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. R703.2 Weather -resistant sheathing paper. One layer of No.15 asphalt felt, free from holes and breaks, complying with ASTM D 226 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 R703.4 Exception: Omission of the water -resistive barrier is permitted in the following situations: 1. In detached accessory buildings. 2. Under exterior wall finish materials as permitted in Table R703.4 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco 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. R703.6.2.1 Weep Screeds A Minimum 0.019-inch (No. 26 Galy. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. 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 Detail Instructions Refer to the number marked as 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 Cement Plaster in accordance With ASTMC926 over wood 2nd floor 7/8" Cement Plaster in accordance with ASTMC926 7/8" Cement Plaster Felt backed metal in accordance with lathe in accordance ASTMC926 with ASTMC1063 Felt backed metal Building Paper lathe in accordance with ASTMC1063 7/16" O.S.B. sheathing Building Paper 7/16" O.S.B. Metal sheathing Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Stampede or similar Weep Screed cauk bottom 1 1/2" to 2" joint only Above Roof Weep Screed Sheathing Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish Cement Plaster over block 1 st floor Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 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 0 (1� Z N 11 Q v a g - c7 In Z v U C1 4-J �n � O G) N c �N � a, N N M x M U) pNn w .a y J o� 0. W Q N .1RW IU Za - O O 4N� M 40 as ` a Z C'S IJL LU M ❑❑ rn 0 CV M 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. o M W Z LL E p =o g a� >W �� Z® Q E 1- 6N U ' o Z O E ro N � az o °do �? W Z X Z t6 � 0 N O mf ' O zLL Q W t%i J a m Oi s 0 V Wa 0r0 4z IJcD a 03 0 O in >� ^L` \W CD .' � N .-. -J O /I� m 2 ai Z = N N LO �-- T ui .L. T_ N M N c Z _ O ce Z r a 2 P3 v JOB NO: 19-5904 SCALE : AS NOTED SHEET NO. W P 1 March 20, 2018 Re: Wood Construction Connector Compliance for 2015 International Codes & 2M7 Florida Codes To Whom It May Concern: Section 2303.5 of the 2015 International Building Code (IBC) and 2017 Florida Building Code (FBC) specifies that joist hangers shall be tested per ASTM D7147 Testing and Estabkshing Loads of Joist Hangers. Previous versions of the IBC and FBC required testing to comply with ASTM D1781 Test Method for Mechanical Fasteners m Wood. Both methods determine a connector's allowable Iced as the lowest of the following: 1. Lowest ultimate of three tests (or average of 6) with a safety factor of 3 2. Average load at 1/8-inch deflection 3. Calculations per American Wood Council National Design Specification for Wood Construction (NDS) The primary changes in ASTM D7147 are requirements to measure properties of the tasted materials, such as steel strength, fastener strength, and wood specific gravity. The tested ultimate loads must be adjusted when tested material properties exceed the specified properties. ICC Evaluation Services (ICC-ES) revised AC13 Acceptance Crilial for Joist Hangers and Similar Devioss in October 2016 to incorporate a methodology to evaluate products to the 2015 I -Codes, Simpson Strong -Tie is working on re-evaluating wood construction connector bads to the new standard to update our product evaluation reports to the 2015 I -Codes. As soon as the updated evaluation reports are completed, we will apply for Florida Product Approvals. However, reevaluating a large number of products will take time. While manufacturers work with product certification agencies to update their wood connector evaluation reports, we recommend that building departments under the 2015 I -Codes and 2017 Florida Codes continue to accept code reports showing compliance to the 2012 and 2014 editions, respectively, until July 2018. The information In this letter is valid until 6f3012018 Men it will be re-evaluated by Simpson Strong -Tie. Please visit Www.stronatie.com for additional pertinent Information. If you have questions or need further assistance regarding this matter, please contact the Simpson Strong -Tie Engineering Department at 800.999.5099. Sincerely, SIMPSON STRONG -TIE COMPANY INC. Keith Cullum, P.E, LEED AP dw/BDW Engineer, Southeast U.S. Branch Page t of 1 limpson atronp-Tie Comparry Inc. 2221 CourrtryLane MoKimey, TX 75009 Phone: 072.542.0320 Fax 972.542.4139 anne.stronatie.com 7HD210-2 FA I till; N fA a V N N (D Q. O O c ICU -a o- .� V � � (D ICU c O Q Q. O U ICU O �C) > O W O F 0- (a 4q` � � ,� U Q Z CU o � o W U) CV O L^^� a...� Q U O L� V/�/ CV W �- W Q ZJ Z a SHEET PA 1.0 NO. FL17244.1 ESR-3455 A23 FL10448.2 ESR-2808 FL17232.3 ESR-3445 HU210.2 FL10858.4 ESR-2549 HD212-2 FL17232.3 ESR-3445 HU212-2 FL10858.4 ESR-2549 HD218 FL17232.3 ESR-3445 HU2t8 FL10858.5 ESR-2549 HD218.3 FL17232.3 ESR-3445 HU218.3 FL10856.1 ESR-2549 HD28 FL17232.2 ESR-3445 HU28 FL70856.3 ESR-2549 HD28-2 FL17232.3 ESR-3445 HU28.2 FL10856.4 ESR-2549 HD410 FL17232.4 ESR-3445 H11410 FL10858.9 ESR-2549 HD412 FL17232.4 ESR-3445 HU412 FL10858.9 ESR-2549 HD810 FL17232.4 ESR-3445 HU810 FL10858.10 ESR-2549 H00410 FL17241.7 ESR-3444 HUC0410 FL11488.11 SIM200804 HGA10 FL17899.1 Evaluation Report HGAIOKT FL11470.4 SIM200803 HGAM10 FL17689.1 Evaluation Report HGAMIOKT FL71470.4 SIM200803 HHCP2 FL17238.7 ESR-3448 HCP2 FL10447.2 ESR-2551 HTA18 FL17880.4 Evaluation Report HETA18 FL71473.5 SIM200802 HTA20.18 FL17880.4 Evaluation Report HETA20 FL71473.5 SIM200802 HTT18 FL77324.2 Evaluation Report HTT18 FL11498.1 ES-0130 HTT45 FL17324.2 Evaluation Report HTT22 FL11498.1 ES-0130 HTW18 FL17244.8 ESR-3455 HTS18 FL10458.22 ESR-2813 HTW20 FL17244.8 ESR-3455 HTS20 FL70458.23 ESR-2813 HTW24 FL17244.8 ESR-3455 HTS24 FL10458.24 ESR-2813 HTW30 FL17244.8 ESR-3455 HTS30 FL10458.26 ESR-2813 HTWM18 FL6223.2 Evaluation Report HTSM18 FL11473.11 SIM200802 HTWM20 FL8223.2 Evaluation Report HTSM20 FL11473.11 SIM200802 HUGT2 FL8223.3 Evaluation Report HGT2 FL10456.18 ESR-2813 HU0T3 FL8223.3 Evaluation Repo PRODUCT APPROVAL SPECIFICATION SHEET (2018) January 9, 2019 As required by Florida Statute 553.842 arxf Florida Administrative Code 9&72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a buildup permit We recommend you tooted your local product supplier should you not know the product approval number for any of the applicable listed products. CatagorylSubcatspory Manufacturer Product Description Approval NumbeKU Test Pressures 1. EXTERIOR DOORS A. SWINGING TMrtnaTru Firber-Classic, arnI Smooth -Star (NON -IMPACT) F�Og8t,1 +87.OV-87.0 psi ThennaTru Firber-Classic and Smooth -Star (NON -IMPACT) p�Og81,g +87.0/-87.0 psf ThermaTru Firber-Classic and SmootirStar (NON -IMPACT) FL20481.9 +87.0/�7.0 psf ThertnaTru Firber-Classic and Smooti>-Star (NON -IMPACT) FL20461.14 +87.0/�7.0 psf ThermaTru Classic -Craft arid Benchmark FL15225.1 +87.0/$7.0 psf ThemtaTru Smooth -Star and Benchmark FL15225.5 +87.01.87A psf ThennaTru FiberClassic, SmooMstar, ClassicCrafL Rustic FL7840.1 +87.0/-87.0 psf B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.6 +40.OI30.0 psf PGT Series 5570 FL251. IO C. SECTIONAL Clopay Building Products Residential WSndCode Doors W5 (SX7) FL15279.37 +30.0/-32.0 psf Clopay Building Products Residential WSndCode Doors W5 (18X7) FL75279.53 +30.0/-30.0 psf Clopay Building Products Residential WIrxlCoda Doors W6 (BX7) FLt5278.85 +38.0/-42.0 psf Clopay Building Products Residential WindCode Doors W8 (18X7) FL75279.102 +37.0/-41.0 psf D. METAL LOUVERED DRS Curries Division of AADG, Inc 807,707,727,747,and 847 Single & Pairs d Doors FL11537.1 N/A (see lost sht) 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 1&5 FL17499.2 +50.p1-55.0 psf PGT Series 5500 F1239.7 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.0650.0 psf C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.0/-40.0 psf PGT Seder 5520 FL243.9 D. MULLION MI Windows and Doors Series 5784 FL15353.2 N/A PGT Series 5500 FL281.1 N/A E. OTHER 3. PANEL WALL A. SIDING James Hardie Buik9ng Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FLt3192.2 NIA B. SOFFITS Alaide Slid and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328.8 N/A C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL78918.1 - FL18918.4 N/A Florida Metal Products, Inc Vent RV10 FL21580.3 N/A Lomartco, Inc DAB Exahuat Vent FL17202.1 N/A E. ROOFING TILES Sorel Tile Villa 900 FL7849.27 - FL7849.28 N/A Sorel Tile Saxony 9� FL7849.18 - FL7849.20 N/A F. METAL ROOF Gulf Coast Supply 8 Manufacturing, LLC 0.032"Aluminum Gull 18" wide roof panel FL11851.2 R3 N/A 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm panels FL15078.1 - FL15078.2 N/A All American Shutters 8 Glass Galvanized Steel Storm Panels FL17889.1 N/A 8. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. gee chart ANCHORS Simpson Soong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1989.4 N/A MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL8527.1 - FL8527.5 N/A D. MATERIAL Cast -Crete Corp. High Strength Concrete Unfair FL158.1 N/A Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A The products Gated below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Punter, 1 understand these products may have to be removed if approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE ..11'�t_'L:X-01— A-e- ;: L 1.. - -- _ .4 _ -+��i _ -ii:.4 di..,.l. .. _ _ , 1 1 � .,I �i(, _ I. _ _ l 1 , ...f 8w lt1LL. i.4k ,Y �,��� �laMla• r•Yd1!'.e8ll Y, Building Codes and Standards Product Approval Application Detail Papa 1 of: 12MI201 29a hallo t gate 211L 2&D premises 2& Lu ludw FSCAearewi ARRMI.I thou Rw don 2017 Thera-Tru Corporation Rids VMglt Lpdon F. Schinid, PE. Ryan J. KbV. P.E. 10/162017 07/12 017 101182017 12A2=7 Approved Cdegary: Eta tr Dom (419) 2961740 PE434M (8M 767-M Subcategory: Swing" Exterior Door Assemblies ddnv®MEId9oorYulyds. Crnpince Mothod: EVWdW Repot Rahn a cm Florida Ragielaad Arched or a Limeed F*Ws PiWani nee Enowier ila.t ProductDostintlffi Quality A pop GadOdS&ddeo.Gm Aaraeed for we Aaarowdfruae InHWa Oumid,HVIQ lessee gmalaO BIatatDS i7Aaaun 1 a. In"e-Tru PbovC4ssic Not Smmm %w Nombd 86M;8 &gWj4mWn Wd&pai; Opaque 12012020 No Yes No FVA Edge Fbollon SkVW Dow 8orrpap i N Compose Edge FbwgYse Snide Doan ea pnewln910utivArg: X corA 9 I. Th—Tru F'ber-CWsk and 6rnodMster NomYW 61019g 8*o1 mpacl&gld; Quoted 12/312020 1,10 Yes No MA Compose Edge Fberyless Slants Derr (Inw*%Kk"": X cordgureaon) 14 n. Tlerma•Tru Fbw CWdc anti Srtooth-Ster Nominal 8 OP Nee i-; Capped 1YJ1fm20 No Yes W WA Composite Edge 111roe Dom BJrJI&1tA! sob Lae AMdt mrt■■■L Re WIN 2017 M11M 'm led Does moose• Evader Daum ftbCdogory: slip Ekorbr DOar ANWrOma Co pakme MolYak Evaluation Hoped terna Fbdde It @IMele'Amhftd or a LMmOW FMde ProeabrW MipkYSr l■t 3 erar8420AUAMMBOD11EWORCED Florida Deprbnent of Business & PmbuW si Reguladw Building Coda and Standards Product Approval Applicallon Detail sai tea feast ltdatlLilnem! Met smsr L b Roberto L4"m (717) 3869300 PE B=14 bolikow mMa.am [aildgemeMtet BOW 42DAUMNA goo RMNFORCW 0X0 14b3Mkuobma8gat Pegs i all 10541018 sties Jim gdLbmdtim Otsa llaldalaLmt Yaldalad &IN" EWLAMM d A■mea s m Bteaa IL n1td4 PE ON1311017 Oen12M7 060111=7 101102017 Approved (7,711,7.M64 awaLAmL■gt hmmMdAz t houndAmim leant grant glaMnimdaltOae kLt= QNWALM memo Cola 121312MS No Ya No Nat Florida DeprMard of Bugkneat A, Prohssioi Regulation pope 1 d l Bulbkg Codes and Standards laws Product Approval Application Detail dtAZu&M gm grew at Rate lee RdLbod■ Ise Lora YLmet Yma■az giants bdEKALMM Mdvd Lk Iddmd m0alnd ffiaA■md hmw=d state Rea Mari 2m7 cbpsy Mitt Produme 009" AAnk VtealolaaW 9tMllk Taors SWAM I^ GMY"ANK 1IrtW 017 0811011017 ,210M1M7 Approved cabgmyoBbftDom (513)T104M bra (513)5194M sdadsomr.ftdbw. rbr Doan Aesrrsam iilweelameimOdmper•M coapommWoo*C4rWk-, MMkar Lisag DAUN llfl.lrmM g mdkA+ea■t Mettles[! A2Euu iKft Ae■u Out■ Lest BMW& EMIMUMed■■ gilllsu lowA ends Amna SMtddL = AdWaf ft� 37 W7YY6.08 PAtF2F1e1: s4/L 80. 73. 7a 180g.,aa 7a BWI Pm 9W. 2891.) aapb•Car(up to ow wWy OW12428 No Yes No +30 FVF/d2 76V, 4FW, 4RW. OW, OW, 2R$T, 40, 42, as 40. WIND0001i6174; VA Gmago Dom Par 42e, ages ODes, ODUV, WM.ORWV, ARM A116WV, EDa, ED6tV Fbride Dipprhnak of Business & Pla a km Regulation pope 1 d l Building Cady end Standards %ones Product Approval Appkadon Detail FLmlur4tr Erie INOLK gels Jim OdeBNMN 20 Lest MENU MENho Alt ge■d lodanL&Lbm lldoomt Sim" slatwow Hthound aeom.d sleds RMerm 2017 CURRIES Chi" dMDO, In WOODWIND ULLW Ted Iftwoaa PE 11/300017 11015,11111121117 12pNMT Approved MppOmin Exterior Lem 041) 04-n" WO $04707 subcabour EAWW Door Crrpm m dwwMdmoma4bby.m CaeQ-, Wgra* CsrroMm Mork r Lag to slant OWNLAm fTLWL&2mmmm 209mdAd.Wgm A■modbLgtl AummdhLu t laim addmiLo : bow gadt erenu fog , W7,707,727,747.2e$47 Waste mat Poke of Doors Flush, upped, ad Lowered drib ad PWM of 122120■ Yes Ya Yes NM 'I IYLow frrml seers Florids Departnlsnt of Business & Pmfiafonel Regulation P+e 1 d t &dkgng Codas and Standards VIM& Product Approval Appll , 1, Detail dt>f� gMda zoftff ore Om 2MLBm Joe Lags Yaolt m■bdm gum LeaelaLLWM good" limier merest HgA■mMl A■md Awn Rwlebn 2017 Milleiaowa and Wall, Mertatrge, - 'M AMhftdAW swan 121312M7 12M 2017 o104r1018 Approved Casseorr:11111 W e (717) 3064900 Mruret4mwsAssociation (717) 31744W4 Sa bOnagerp Fled bd*VWQmhutmm completive memo* commotion Mark or Liseg teat gmdkA� emoOLgr■■■ fa■tt0mmdNL2m AaomMtffiLas Atamallltlea stmaQ mdaldmmt<< YUW gW■ AalYamd OruMm 1 lea PW 7302kiM' maee 04003FMO No Yes No .401cm Florida Department of Business & Professional Regulation Page 3ds Building Codes and Standards 12112f2o18 Florida D.paAmark of Btakiw & ProhesbrMl Regulation Pap, , d, Bribing Cads and Standards ,(role Product Approval Application Detail Product Approwl Appilcatlon Detail &a91 :OYDLat gm !Le 2 Lbadu 291 Imp Yeah a11011(iatl■i SubIMd HLANUE* ApgID2pg amiu R Add 2017 TMrme-Tru Carparlon Rldt WddA Lrdlon F. SdniM PE. RYri J. Nang. P.E. 12/132017 12J132017 12/212017 02113J2018 Apprwad 22111 An NEWN MEMO= mALs Ra 20 ReLbe 1 Rik goo" ambELAI MM liammLIft )Wki" mbl� arLA N Aar ilia Category: Exterior Doors (419) 2964740 PE43409 (613) 7674M M Subcategory: 6v8rg8g Exterior Door Assarribles rklnvlercAltpoYmuBrits. Re MR 2017 Th*MWTM comwo n Rids WrbM NMbn9lAomadmilana Ryan J. Kkg. P.E. 12202017 09M)MO17 122N10/7 Approved Complanco Method: e#dudm FARut Sam a from CaeeOerYi B04rbr0oon (419) 2WI740 Maiifeeiiiam bw*M (813) 7a74666 Florida RegMend Arddad or a Licensed Florida SubCaetmyr 9aYiging Bee,br Doer Awnrblla PrWesYorYl Engkwor rcodualte "_'. a` :, -. Companies Wand: Car66oadon Mark ar Using am F1Iages14tl OuYIN Aaaunme Aoerwadferuaa AaaruwdfrtJr Moot Design Ae led AYIm' l� gpygg 8.e • Preduet YedN. Numh.r er Na,n.Emilialgaisdallmitg L "a= BMW= BUWM EMU= Ale. '1 ) [gg■■ i o. ThermsTN M.-Cteak ark SmoWMStor Nomkud 64039;8 AqumNoMmpad&VR; Odmque 12031=1 W Yes W WA 1 a. AquotCb abGr6pYt and squats x A by des W4 W CpspM aid Gte1ed Fero m Dow with 127312021 No Yes No WA Campovae Edge Fberdma Stale Door 7t-Ttu6pi of nq WwWA BWDss. Ynrkip and core"* Ormakig0tawty; X earagvNon) 6 i. TMmia,Tru Fber-CWdc aced SmodRStor Nondrir 90139A &gplNorHrrpect&ardt opaque 121dirml No Yes No WA Co pod. Edge Fbi rom Sirsie over X 9 LThermaTru Fiber-Clwk act Smoopr�SW NWMN e&93 ;8 aqualNon4"1pAd&yd; Giaaad 1241)=1 No Yes W WA Composite Edge Fbrdmt Sksla Dom .X on . Camposle, Edge Fberdaes skittle Does dam: X corlguraeam) !stivlAAd Sari Las limbo m■ mmz ReaMise 1017 MIN N,we eed Doors Cppsgoay: EdeAr Done tabWegay: sues I9xasrbrporAaeamele4 tknpaaOaMspio* Eeekeation RePartfrarn e Fbrkis Rp'' ArthbodrsLlorise0 Ift Proeotleritl Enpkwr Mf 4 SEWE8420ALUMNA SOD REAIFORCM Flaida D"mriment of Busktas & Proi sislonal Regulation Building Codes and Standards Product Approval Apptieadon Detail look= SeLlaat AOalaraAllaetta Mod wager Ledo Robero Lame (717)3O&M PE.47414 mwrg.,prtwd.mn Emndlbea�lt BERM 42DALIMNM BW RE•i FORCED OIL Xo,XXquamooremixtuot P4poldl 115016 Erie am gdabo" gm lOddaledmt )MldalLd Bobolm H6m■md AaM■W amm Stews M. LMCK PE gN13/J017 01111141017 0111,162017 IOMO2017 ApprW ad (717) 3174W aviBLA oaua Aummuffim al mosibL m a" got geuautadailImam it= gioNL M Bohm ea 12131=8 No Yes W NM Florida DepaMund of Business & Pi red Regulation Btil frig Codes arod Standards Product Approval AppUca0m Detail Pepe l m l %alms Willi m Sets lseMLa go oft alkal lot 291 An )bees mm k9m Soled fatboLAJJemee 1Ealk%M Yddded Ado E H4A®it A®ad AMR Re, wo 1MT Obpay Mang PF"M CMVWW Mwk V$=bF%M , , Team Berries NA, 04" Pkwhw 112a2017 0er107017 121062MT Approved CetUef, 0, - " Dome (613) 7704e06Y bar. (613) 816488m SescalagryteeraoirBeerbrpoorAmmoldin mrmerl-.0h . pky.mm Campanwe alrmae Cmraem Mark or Lafag saimmEaLbowa gMdk r homal LWe Aeeedm[HO listed Rift lu!INAMLYMOLUMAKKNM boboLowAdwm gmaltCaIaWtOdt IoHVW ammamtiQ truest Ease■ 03 M V046 PAN-0F163: a4A. 94 73. 73.1S00, 190, 40181'. Shaer Pet (MM. 269w) Doubb.Car far to I&V 061212028 No Yes No +30 POF." 4RSF, OW, OW, 48, 42, ma 4es. 420, Oes. Go&% wka) WND000E&N74: Vim Or4ga Door POP ODWY, OM. OR68V, AR68, ARBWV. ED$$. EDWV Florida Department of Business & Professional Regulation Papa 1 of 2 Building Codes and Standards 121132D1e Product Approval Application [Well ran. EDdtXst gate sae Gakbadw 20 Iles Vaolt WouM4dm[ leads¢ [ deriumme YNiatedav Validated jubmiMedf F11GAesa2si Agamted ON& R..bkm 2017 M Widows and Dams Brerd spbs.r Amarkes Amftediaal maven M. Udch. PE 12292017 12/132017 OtA18/2016 Approved Catenary: Wivlows (TM 366-33W Momgbck nAsoodrim (717)317-9454 Subcategory single Hung bppprsarOmhd.tom Campaenae McMod: Cntabdbri Mork or U$WV 1JyM(lymppyppgp Aearovedfie We Aanwdfr ilea )ma t3 2ulm Florida Depart nsnt of Business & Probational Regulation P.ge i m i BWbkg Codes aid Standards 14=18 Product Approval App.oadon Datail dA Lm Vadt Mentalism tmafar ■dw&iLlaame Ydddmi■ Ytllant Saba" HG.Attdat A■■Mi slat Re low 2M7 W" -, end Dome Bppd 8tigr Lls Roberto land Sloven M UML PE od1511017 0011)X7 0e1611017 101162017 Approved 1emeaeeyi Ederbr Dom (717) 3a6 9100 PE•42614 (TM 31744U 3ubOxft ytesarob"irpoorAeammM .am Coaplen0e blew* Evokmmrr Repot from a Amble Ra01 A,daod or a Lkm*W FM ProeeaMM EnpYYer amilLA■tM6l6l Am mdAtgta ammmo&ULUM OWAI final mat ! &Ida AmaQ faadi= Bohm Postage 1 SEFMS 420 ALUMNA SOD 16tlE8 420 ALUMNA OW ONo 12131=8 No Yee No IVA 104M& oOMW pot NON4MNFCRCW Florida Deparhnant of Business & Prolaabrml Regulellml was l d, Building Codes and Stiond•rdt ueaol8 Product Approval Applkation Detail Rog Rik Betas" Rat Mats !Mesa thmdkv= gaged tal0dfkUn IMMMElt filled im3 Him■■■ Mead son RavM01 21"7 T WN►Tr) ompo omen Rids WrGM Na1mal Ame9aam A Ryes A tong, P.E. 12207017 09M2017 1222//017 Apgond CmepMy: Bdedor Dome (410) 2e8-1740 msnrgsiiwnt YreMts (613) 7674 M sic rs.y awkidng Edatr DoorAswobaw dde.a - 10 orrr, kL 6espaaedsMoamar 10 MarkrLbas am SeMNLamlatlt AtomMdmtiet Atgaitdiltln! I■a. Ott■ !ova! bleNLRBOO t fmg■um■■Itgm AmtQ ghrld<laDa llaYlad 1Tlesn 6 a. igr uok seal &pbtMmdmnrk by Se am 8A Opapra tied OkOd Feaieieme Doorvmh 12131R031 No Yes No WA TMnmrTkuapwt am vvMiat st aba. kapok- ese OubN tq Florida Department of Business & Prob"r%W Regulation Pam l d i Building Codes and Standards Ilmie Product Approval Application Deft lStmmol fete slow no no OdLbeft gals Las rifles Numb o[ so" mnaeadiLlu■a Immiutma Ydland A M nrLAMM ■ A■omd Sues■ mwwm 2017 MIVA -we ark Dome area8aaper Luis Robert Lemur seven A. LAME PE 06130017 ON1112017 OaMa2017 10Ma2017 Apposed CMpmyr. Bearer Dom (717) 9r4900 P64M14 (717) 31744" ado ogeryt sirs E111MbrDWI eael1101a heanperOmWd.am eteegimr - Woo*Evmmlm ReW* mm Po,Ida Reg' Atditd ora Lim eed Flm PiotealaW aiigmiear hememisKma Aotardmtlet fttalol stet fts bmkmL� MlmlQ SM ! 2 SERIN 420 ALUMNA BOO BmES 42DALUMNA esD OX. XO.)OL 121312M8 No Yes No WA VO&WWOMDAQUot NON4VMdKW.= Florida Departri me of Bldflees & P obesiorrl Regulation Building Codas ad Standards Product Approval A, katlon Detail Pape 1 d l Imams Floflde DepafDlMllf of Bushaes & ProfBesiofrll Regulation page i d l Buldprg Codas and Standards %snot$ Product Approval Applkatlon Detail lSilignim am soots left Ells 20JNMM 20t t lent Baft m Bills mitt gML&A IB 20 Les least IiuduM■L Sep. AnduKAMi MdMWAJB MdMft ban" Hgmtmd Agnew mM Lest A MIN mmwmkm GOMM AMb ELLbM MdMlb a Mildw ammad Hgmmea3t hmmMd mt RwMa 21117 MIN i we MW Dom Bert Binger Lis Roherb lame ateaa lot Udd4 PE 09n32M7 8N114017 88n82817 101,10=7 Approved IpMalon 2017 POT kknbla DM RUMk MterKDeds 8000 - Cat MamFMm 0000- VAL 12007017 IlrAW17 12061:1017 Approved o+wmr.Eiarbrpome (7M3W3100 PE42614 (FM3174464 C41pery EaWbrDOM (941)4"00 (7M)316,2M0 SOCabour.8eig Barba DmmAtwnbla m■rgerOrrmad.mmn SoMtodegoor. Btarp Lamar DamArnrmbYe dnYmopgwdwmwmm OarrrPgeires meow* Etwlr1110a R4pMnam s CanPgwiea Wma* Mlre4aen mark r Lbmg Foam Wg~ Ard*W or a Urormed Flo PraealorW Engmner B gym S udkAm AMEMmm mm atmadmLum blind Amin bat ba6dmmmjkubLKXM m&AI20 ■tlm QUOULAalel■2da AM= 2NOWLIM S■dul Ea gmdkA gg AMEMdJNAM AMMENUKYM blow ltian 10 stio-0S7o(Laga MssM Y,plap Vbyl slap Dtea Dame OV142021 Yes Yes Yes WA Lest B26OLMOdWJknkKgLNMU tmkwawmm" raotwiakwmLRIN Aural: 20dkmilli etarfas EMmt m SMO 420 ALUMNA SOD n■ffORCED SME8420ALLNlga $WFE VORM)= 120120,18 Na Yes No NM 141eginbm8iquet Florida Dspalrrrnt of Business & P *%ulov d Reguletim Bdldgng Codes and Standards Product Approval AppMeatlai DO%# PW l af, I 1XW8 fete A IN= Oafs Om OmEuia go Lae MEOW m■i om good Alslgut&Lbm 3MWltmt 1Mldlnd am ■ arLho m Atmad slues RsrWm 2017 cbpay OUR" PMWO CWOMry MMkv- I , , Tn"a4Nlae PA. oMypbber lirM m7 0m102017 ,2A62017 Approved Margery: Ederbrpom (613) T704081 kw (618) 6104ma8 BaMYLo WSK6amlBMftDwAeawWa maMwMtlQgomom Mmpleme4 Wma* M ffmad t Mnk or Udkg gMdkA� AoomrdfeUm ammmi LWA how meth AL[9 JIMOKMAM ameoub omm laelad>9arat■gm imaQ gimmLmflfi Begins assets a6 085 VA49 PAX -VI W73, 7% W& 94.4 40,421, 4011, a" par pun. 2590 SYgte4 er (up w 9V wide) odwrAn No Yes No +38 POPA0 4FWT, SRa7, Goal, MM ARMI EDW WOMOODE&N74; VA Damp Dior Pap Florida DopeMunt of Business & Pea lassWW RWdabon Pao$ l d, Suld ing Codes and Standards lmmis Product Approval Applkedw Detail PLAINVOM fade gala gm grim DNLB Mot grit Las 1Mdt m■ kvm gains OmbEELL&M Mdob ma gdd■d A d■Ilad ar%Aond A■mMd state RseMm 2017 Clepar Buaitg Pio6ft Corrpesy Milk VhslrI Imerlsk Tea re SWAM NA, Cry Plndtor 11291=7 08Mm1017 17A62m7 Approved Mor9orr• 0 - Dom (613) 7704M dew (613) 6164888 400mleeeryt Boo I ftWiar DwAewneam Woomberbildexcloper own Mnpgemea blew* Ceraloaon MrkcrLmbg agionannoaa gMdkht 6WERdAWta A■mMdhLlne W Oil■ W! EaaetaaeLtatr gaenadmWlaaOm ■heft 9WAMLmtm amI Easiest 102 102 NI-18 PAN-Wi W 73. 7a 81A. 94, 42, 48, 42a, 4011, WAM Par trim. 26 gal Doneb4W (Wr to 1ST 011121002111 No Yes No +37 PGFA41 41MIT, SM, OM. OW A■% ED69 wib) NItDCODEW 74: VA Geaage Door Par Building Codes and Standards 12/1212o13 Flonbe Dgmft d of Bt *mm A, Prof nWrwJ Regulation Page i d 1 Floras Deparkned of BuWm & Pmkuiomi Regulation pep 1 or Building Codes and StwKrds laws &"V Codas and Standards larola Product Approval Application Detail Product Approval Application Detail Product Approval Al,pketlon Detail La wo(m tiamlMulaac Sinful ratouLLUMM yNldtedev XatiOued AWNWW ZMARKM AUDA19 tutu goo Arita 20 21k 2Obaom 20 Etta sulks sae Om gdaJ'.tdlat sae Revision 2017 M Widows ark Dore lend stager American Arctdedurr S1e4on M. Udoh, PE 01212018 GVW2019 0122=8 Apprmvad Lm IMAM ummim ■L stied IM&ULLLk mt 1116 M lMMdmd Ambo W HQAttmd AtmMm awn Lm Add■ Himmig me geed INiNKALfM■! mildO & 1Mldred imbe ed SIQA gmg a■md a" Category: wkidwve (717)365-3300 Mommduran Association (717)317.8464 Review 2017 POT Ydu4bla tlotepoy:Nlkidow4 Mon few* MWr&Dme BCCo-CER 14prn40oM 8000-VAL 124102017 12VMI7 (641)48MOD (788)31sJm 1212512017 Approved Re WON WIT POT kkwin Ony-- 1AArkok6 Doan Rug* MMaFDMte 8000-CER MrKDsae BCCO-VAL 12202017 i2N12017 (941)4r4100 CTM 311-nil 12G00017 Approved Subcategory: Horizontal Bader Cemparxm MerMd: Couftallon Marker UstYip bsilmper®mbd.ern bebc rpmy: Fred dnwkop@WAU*b.OM M/Cabgmrt sk& Nov miYdlOppbmnbM.arn compamavi Noon* Cerrosw Mork r Living CaapNw &kOw*Corilbalbn MYkarLWg - Amrev.efr We tagt product Yadtl. Numbr er Arne (idaln.Alemra gyr lead Dpatt PismleLatriget Si.O�aLliiatI hA11d>i gMIMWg20QP. BWattt PJ]tMd[! ammdmLwe AMMmmiaLum Ind 2 Mr gooLae A■mdfortMg AMEMMI&Lft NEW O1dt 1 HS 188 M OW PAnp Frome 7J4621roulata Gee 02AW2819 No Yes ale +6m-66 teat EMOWJANMdko&KALNM bl*ML20 d S WORtMONWABJIM Ami¢ asmamn AUNN BMus tut mmMtgaeia■t fm ouLmommmLom AlmDa g mdkmla ft m f]Laaga 9 PW4= NAw mamb krpao 1 Vryl Fbed Vlkdm 0e302020 Yes Yes Yee, MIA 7 0"M (Large MmY k,p1t0 Vm/N Sil01e Hers VAedow 07130= Yes Yes Yes WA Flortde Dsperlmett of Bu*i & P oftnkm Regulation Panes, or l Florida DepeMMrk of &ohm= & Professional Regulation dApa, d, BWltang Codes and Standards ,drams Bulling Codas saw Standards terote Product Approval Application Detail Product Approval Appkstlon Detail E(lMUIM Eris Bag )Malt mmmbd L tdALK furled AMAN LALMOM gddmmLk Om sae adLBNM E 20 Ndift SWoM HgAmmMl Atmmd stud■ BtlAtidt ei garde Lora lMal■ NWN&Mss ildlaat Go" tlduElLmm 3bm*Ama grit mle OdLbt B 20 Idimd misted HCAMMMA Ag®ad Awn Roatebn 2017 Tlwrrus-Tru owporntla cluster. F - - Mee RMt V*W Lynam F. Wden - P.E. ftm J. Mrs. P.E. (419)298.1740 PE.4$4OG (413)7474a86 100180017 101162017 1022M7 1211202017 Approved RevMol 211,17 MIN -, and Doors Late IVArkmae Mod steer Lute R LoOW PE SIYai kt Ukh, PE (717)36643M PE426/4 (117)3174464 10232017 1111MM7 10211=7 121122M7 Apprwnd M*Clbgry: Bwisdrip EebM DorAM1,63m crrplimaeWow*MOAaaten Repot prom a FWWReo Mer 'Anhbd we LWOW Fier ke Prob"Im FutdrM m. am sabcabilo : Mumm cer pftnw aww*Evole"PAW awn FWW4R4plalaw'Ardia4draLbneed FTmWo Prateabnm Engineer haanporo„ d$A— DAZINWILbabo gmY(Am AtmMlu ng AOWAutwjim !od man a gMNLaaateu A■mdtrWm ammldiLuu WAIN Ott inttBMNML2WAdliVA gaurdl ohil■gdg AWOL BOdrM= BUNN Eage■ nuboubodow Aftaft gium mtQ fluster trim■ 1 a &opetwbwcavat bggvot, ip"itemoWiaragimt. O&MM3 aeprotimpmdl Rot Capped Roses 12212021 Nov Yes Yes WA 2 6704 War" Aleaaan MUMmi 12131=6 No Yes Yes WA 6patxlmWCMYquoi; a aWatCbnkCmt RreaaoBgi,ak 81rrde Doer-(X)I YsrOubwki/Caddwaore Floras DepertR,ent of Businw & Plofsuioi Regulation, papa l d, Building Coda and Standards ixom Product Approval Application Detail Mk ami�l" go atiu�tt Lag Yidaa m■loom geed AIIodLeAUe IdMdmdma MOO as m arAmred hmmmad rim RpvMbn =17 POTkki,pp, Dam Res* koultaode am -cut INK404da BQCO-VAL 12005=7 111111511017 12MGM7 Approved M4s- , IM ,, a (%1) 4064iW (1M) 315-M subcauvwr. Mumma d .mm Cemplw stoma* CerMcwm MMkor LMkg BANIA 11Ymda gm kh� AROdldbr m A■mMdbrUm feted del■ lnat B g koLo mmkm gmdmazm* mLgm la"M mtddmmlli BMWO fta 1 Mugas torM Doom ore Ylkkoiaa Alnmmn Mims 062eMI Yes Yes Yes NM AUNLGLUO Florae Depeiansal of Business & Roks$ wnsi Regulation Building Codes and Standards Product Approval ApplkadM Detail Pylori I %$Otte go NOMA Om to OMLBNMB gm Lest Immo m■d,00t 9mmr smmaailtata lMlmmdma mld■d moemed SGA■mal A■mod am Far Mae 2M7 Jrria i1 .. Bumig Aadudw lo[ pkgiYp am A, I L Ostrom Jon sadhnd. PE. 0026R017 WOer1017 0110211121117 101182M7 Approved McOery: Flow Was, (906)349,UV PE-UI21 mart -nee aabCmegerI awg pisdp.dwry mmt- cokrPesMWlro*EvehwWnROWloma mama Aaride ReOl AmMod or a Liamaod FIRM dim sudkA■mut amnomiliLm almom wim it" gilt let bmbKRm■art goinlinekLImL20 AEW 9mk mOr ants 1� 1 Ow plw* Lap at" abaal ppe by oWks 121312020 Yes Yes WA WA a-+ N O CU . � U Cn a CV O CU '^ v/ O W 0 .� O L `V/U� z z W J W in ■ eta CU 0 �J CU U Cn —tf -1-a coU) O 0- CU CL C/) -6--1 < r� O L V VICU W Q Z Z Q J SHEET NO. PA 1.1 7 Fluids DWmft O of Business & Probseional RMAstion pass l d l B Aft Codes and Standards Imams Product Approval Application WW1 BCC 20111 111111111M 20 20 Mrs m omm lrrrom goo" Lag11LLL1eeer Mem11" Vdi r somod ��nmer eamrd Am mevsaw 2017 Jenne Nwft su s nrp Proeeb, ice. PhOWN 2hu norwd L Open Joan sodo wd, P.E Omar1017 O00 M1017 OLMLa017 10nM017 "ff.WO Cabsory: PpM Wads (908) 34"W P6,84121 op 3er,2ek6 subGbsay. MN p.. , lee wwdsr G••pdsea rased: Evakneon Report km a dwown Pbrke RgbbedArdNaol or a LlOerwedMarMa Ralaeetww Enslnaea i BlJllNia/gaiEAr amokAo AUMMU ." ammug alaE NNW germ Ea! boadLoomL000KKAM EM&AL11meedmilas Mgr IN NUM 211111MUM auNm loom 2 NsnlaPlydr Lopaliq 10w-owmdbpdiq 12MIMOW Ya Ya IVA NIA Florida Deperbnent of Business & Pro(ewioRN Repletion pow l d t BL ft Codes and Standards roots Product Approval Application Dear) gar Ebate gat litre RmLbodm pre Mrs mean M odid= gatIM EobmLLbee meYrabL marl Ado" BIRAMM M !norm a" RetNon 2017 MI Mdoan ad Dap BemsWnge L.718 R Lane, PE SWJM M. UrkK PE IQrM 17 MGM? IOG M7 12122017 Approved Oaeyor)n VWdOse (717)366J900 PE42514 (7m 317-Mae sdec hooey, Muaors Mlingworrtad.own completed Maenad: EvakMon Room *ana Rodda ReghdaW ArWbd w a Ltowaed FarMe Prora141ww Erelnae 8inl g oLalaiEl ammuLw m ammrmlaWt mod a11N La! fmawimoijkmaffjLbm E gmNtlla klNMLR o b.MvM1 OUMD HVNZ arolad gfllrl 2 6764 VabdAnorrAwnkkrbn 12G11201e No Yee Ya KA Florida Dep anent of Busbnw & Prokssim RepWeNon & Ndig Corks and SWWwds Product Approval Application DOW prp7dl laws 8I17. 211111 hale pet gut DOLE ail gut M= 1Ealm l•rsnenr good le9bmAllLart 3e1610M )eErd Lunn ZWANBMN AEEad Loa RIM bw 2M7 POT MUMPS Dan Runk M RWD@ft I=-M MWrLDsda 8000-VAL 12a&Q017 11n61M17 126071017 Approved cswwr. wkdoa (941) 4860100 foes! 216.2500 arbOmb ory: rddbw atirlr a'd ed"oom GatpaNlo\lbbs! CarwokBa Mark or LYkq 8 lot [ amooArlaee /eossmmcllr aEmedlsJir goorEraaimIL2* 1lalM g1101.1OrM load gnat Bolden BEAOam 1 Means for As Dore ad WYttlowa Aar ku M ion• 051200=21 Ya Yee Yee NIA Florids Deprbnerk of Business & Proisseiond Regulation Pus I d l BuiMig Codas and Standards Imams Product Approval Application Detall PL*121 E ga EN1LaE gilt 21111 RmLbw m go Mla AWN& andl gold EobrLAlbREr murem.rL mElrlm llarrm 9RAU=d AEmrr Loa Robw 2M7 Jape Merle Biding Ftotlab, k c: Pkngdwts Zhu Ron" 1. op" Jam SoWkIMI, P.E 06126r2017 r1062017 OVJ M7 10MOMIT Apprdrod Ckeewp: padwrs (90q 340*027 PE-24121 (3M 307-M SWAUNDwr. elarq Co\pamwelebatovWestla Peport9oms dle.cm Fbrde Ra9bbwd Andeed w o Lk weed Ftwes Peealad F go BlliniaLon6 r GINLA E ANIMULULNE aoEalbalb! a" RIME !tl! glWaiga0dlED 2211OLbablEBgss blllM 91e11IL M to ova E r 1 Camgwt LOP Ow" swr0awt MP ding 12131MON Yes Yee INK WA Forido D"w mant 0f Business & Prokesionsl Regulation pegs I sit B sift Codes sod Standards root$ Product Approval Application WWI Florida Deparb7nent of Business & Probselonal Repletion Bullft Codas and Standards Product Approval Application Detall pass l d l Imams Florida Dsp sb a of Business & Proles" Reputation Mft Coda and Standards Product Approval Application Detell pass l all Imams Florida Depabxnt of Business & Prohaim Repletion Building Codas and Standards Product Approval Application Detall rya I d I laws B0I21124111 .got 111111111.29 21k gm 211tltalles Rue rei ELLS RIK fills RdLbo" 21k gL go" Rut 201 2MLbW t Wo 39111n n 21111111 loom Ra goo 2MLbaga pie Mtn aola lNrarYEart gashes AmbuL Lb l McMiMbt MOM blond EWLAeod Assam loan mm via" Ysliam geed !tam&lla'e mWdmmlt loliom !mod allow l !Eland Loa Mrt MEOW SM&M r liBtod EoitteriiJrso 1bld1101M iblim Ago" MIAMO d aEErd own Muss Him" mmukd s good ZWOOKALbtoe mmlldit loldrom Ads" Blgdeetal hmma d aier RA, M17 Jew i, I e9eang Pmdtlwinic. Pblodwro Zhu Re I LOse\o Joan sodhad, PAL 0Y16fot7 010060017 060641017 10111000,117 Approved Rwrhon 2017 Abe• Nkk 7hopon Lyrdw F.$donne PE Ryaa 01%P.E 10104rN17 IQGNM17 10M1s017 1211210,17 Approved RevWwt 201T AMee NkAThornpoon Lynda F. ad"WL P.E RFa J. 10g, P.E. 1004=7 10610017 IQMIMM7 17112017 Approved rAwi n 2017 GAF 1a4haN Sam Rood Mai:! John W. KnordswW PE OwV=7 000012017 OGaV2OI7 IN12FADII Approved CwaOley: paw Wab (a00 34adra7 PE,2N21 (r2) 3er-UM Calgary: Pared Wab (330) 922.23 1 PE-43400 (613) 767-0366 Y: Pansoftty Web 1 e17•G•1oe•ty: Wee .. - . r- - aywa w sutc ll": Bolles nYe�anakidLown kwat en•1e119•r. naamplarOaYMe.oOm atbC•11sa1ri ��� lrtstlslt�daam COr•paula ElsWed: EVaktMbn Repon9nm a dM.aam 1o\rs0ww rMhad:pr*kmGMP•art0•m• IdWest Carpewla Yebot @whredort Ropokwn • a Harbor Rea' Ambled or a LLb400 FbdO• PrababrW EJ:91nur AMW R o- I ARMat or \ Lladad Flo p"J"w d TUgllea Fbrkb i WWW Mdrlad w a Mane ed Fbn ds Frobeft E"~ F7arkle Rasbbwd Andaed or a Lbweed Flords pmbodwd Ert91 Bar Aisam1JWJM ANEEELt riin IWO 21rm dC/LiaNWim larloLd0000 aeMMUKlN AMMWA&Lft land Belo lStlilEmmiJtam 9 SUKAarina hmm ud&Lult AotoMbLUM lamed 2101E d omisLdomeoe aummuLbLum dmi oukam hew RIME lNA lsidtlIsmodrlo 4aladLddlmgr be WAR MUM= asidat Poem Lai AL EMMOL11sesdallso 2wasam bmkaam I&AI M 4Jeii0eat0M MIIM barn Enl EWAOLNUkLemaKsihm ZoldOd.11>l0ddl s Rut MIME gumwLt Ian Emrd gram liJl 9001SIAlkiamglt 1MM M 91MtlLattiM EWow Pressure 2 Horaomw Lops" prpnnd lop dads 12131yM Ya Yee WA WA 1 a.&pekZT6gwt soft Yam oram%W son 120MOZO No Ya No W1 2 A&getAmrtssT4egUot east Vat or !odd Vktyl seek 12/31ng020 No Yee No WA 1 OAFAohta RodBhlrow FbwgWn bbraed 3410, brWrMed, 540band Mime h4 he0\ No" ahkgM No Ya WA NM Florida DspaMent of B nhM & Prohesional Reputation &"V Codas and Standards Product Approval Application Detall B IUMM gob le" Mat MOM ltedndlm god mosoLLUb RevWwt 2017 TAMLO Btwag Protwe, Ma Kwd Edon zwwry R. ptaa g ,a I: Ross (417) 024044 PE•74M SWCaeewy: LAdwlrynwr kwrLed-40w* .edam tyo.pa.tr atones Ealw9pr Report *an a Hand\ Raaloled Mdlbfd w a LbwMed Florida Prelaeablld EnpkMw Ell I�Id➢tlWWo 6 No. Is UL Aaphae Wrraedweewabrs pga I d 1 Florida Depawbnwd of Business & Pro4eaional Regulation page l d i 14 016 Bullft Codes and StarKlNrds IMats Product Approval Application WWI 11111 gr R1 khP Rio )Wmddk Mod lbtlertd ffiAmAal Aeom Lma LOdae0ledan 101192017 10105=17 1020017 12122017 Approved asitdeloee Alum AmImLbLllr aw d Reim gmdaIMENgrt keWrR gummamn Bohm Baoo 01WAM19 Ya Yee NM NM Florida Deparbrot of Business & Professional Regulation page t d 1 Bade codas aria Standards ,maws Product Approval Application WWI am mom gut Rue gtao w 20 Mal m imm g mid m soot amimELLLim= miNM mom AvI agd MQAMMM housed d Loa FWbbn MIT LV. Thompson, Ina do Tharpart AKNWW M Tony Ckrkkw LderyR Plod Lo"0dtn- 101107017 11011012017 wMTM 17 12n2=17 Approved MM MCapaty(TMEOO) (6113)2463466 M74021 (3341300.18M Gale0aly: RDdkg 1onY09wrnla•aeaq.aa•t subCabswy: R-1 AaaaAseetasa kelpral Rol don Rdoft Brews Coarseness Wetod: Eak"M now town a FbdN Rghohowd Ardrled or a tJlenaed Horbs P1obaMIW Tygl BOMRVALcmdmk irlraelEla AMMOLSLUM AaomaLEe gad gum NRR! ONidgmadoa gemax0b msrl 1.11 M gdtl11LI M sok" aura ♦ TAMOORead Tap OEIRIoaVadWne NOM fro Tb 269s.Mdlerodeart0e1,r eabaW ONOVA20 Yee Yee N\L NM 6lIN1tAi gL !AIMM 21k Rio grLPn00N gels nut olden Moonlit REM aniNKAMr 1611111111011,111 Yd ftd &&I" SGAemld Amad Loa RW,WM 2M7 LV. Tho poor, keg. dba ThapoOn Ardtbdurd ToNchmirw zed"" Ft pairs loft aowda 190100017 1Wt012017 10MMO17 12122M7 Approved Mwtb CagmMCrAMOO) (613)248.34M M7♦021 (334)MIND c+ae•rr• Ra6n9boribornewhafinscarn aWergwy: MOM Aus aw so anti an an Maud Port don ROOeng ayawn Cee/awlee alaet Eh/aYldlart RspOR kalro \ Harty\ Rasirla:ed Ardtbd w \ Lirreed Herlda PrOhoaaMad TdrOksar lbal OmOedgrAeEa go*miNmermgae raNIM 9111111IL M RoE glens 1 TANDO Rd Top 05400. Vast WO Bibb Tb 26gadedorodvaWlww1bboMe OW08a8i6 Ya Yee N1A NM Florida Dep chant of Busenes & P,obsel nd Regul0on Pape 1 d t Building Codes and Standards IMou Product Approval Application Dead PLastsubm g!! MOM 21e gar 2slamw 20 Mug loam ssaiom gloat 20*NK& berg 1111"U L Karin Laarid aMld®d Assumed Loa Rs' Mw M17 Flotde Mad Prodlwb hw Clwk jom Jana L Budwr, P.E.O Mahal Joan ftbrrnr, 1 OaN1017 10emly 10/17ro17 12n2 M7 Approved Dr1F,,I-Papers (Bay 70"w CM=ErrarMNYrp PJ:. eriCae9ley: Re," AOaaaabe 69 we an ON AM PE-34242 (561)414.7567 •••97•I Pot don Rodn Syanm O•mpff.01aaed: kYdlraaon Repo kern s Fhores Ra9k1a:•d AF~ w a Leaned Fbrtla woft"ww Ertor Bltiswulmom a arRlassme AMMMAiLbbe AmEmlaJbR bead gIN Eel EMMAbdmjhmaKzjlm em6mLoN d" g ooiaIMrNmam ILUM M 9111BLlIQM SNOW PJtrral 3 3 - FLAMCO &gr01RV 10 MAP VW44u L Aksrrkwrt Rods Vats For peeled lode bblleYd UMMO20 No Ya NO WA kum002r Akonhv n Florida Deparbwk of B & Profasiael RepLAadon pass l d I Build ft Coda and Standards Imams Product Approval Appkadon DeWI BllL1L•ai goat SAILK Rio no RrLbaft 2161 Male *min nEdmm 210a aooea&looe 1e1L12M mealyd adml B12AEirl AMMM mom Ruvmbn 2017 LV. 7Lonyw, Ina dbe Thompson ANNIKIral Tww Chrldkmrt Z\dwy R. tit Loeb Borden 10MO M7 10040=17 IW17RM7 12122017 Approved kbMMCape1(TAMCO) (e13)2463460 PE-74M (33/)300-1000 cabamr. Roo.p WWQPM$bk-*4 oom aWeesa9ory Raaang Aoaosodu ew an ktknglY pwtdas nooaq 8yohom Ce\pesssketot Eeakwlon RePOt kern ■ Fb Rspebnd Ardeoders Leaned Flo Prahonbrw Err9knar bAnalLubwom QRL%Laanrr Aa6m lLbLum ANE KUKM a lemr RMIM Lam Kom BAmodgrdoa 90*mdxudlwRtwm kow 90111ML11 M ask" Baem 2 TAMCO OOOattefk Vet 289s. 090001020 No Ya WA -Of-a" perunen s Or tsuss ness a P-rore6stuned KegUMDun Pang 1 d I Building Codes and Standards i/72we Product Approval Application Detall S8ar Bray La Bak get: D!a!'LINSa Rork MIEN vermaO aloumlo[ gird O)rosaSLlrlau YeadWdM y SubffMsd FICAadyr AomovW Loa ReWsbn 2017 Lamanco, Inc Mdrew Cetw Jemes L. Butner, P.E. BIMn M. Urkh, PE 04,092018 12MOM17 04A52018 06MM016 Approved Category: Rocln9 (501) 962-6511 PE-31242 (717) 317-8454 subCebpery: Roofing Accessories and are an eater&—co.can Nepal Pat alms Rwftg Sydem Carpllance Mdttod: EvW dlon Rope" own a Fettle Repstered Ar hW or a Licensed FloMa Prdeedamd Engineer . ,Queft Airn1DG! _ Amoved for Use Aowowd for Use b22d 2IMm AMA Product Model. Ntabw w Name gip In HMO Z �9 1 DeeeAY" lNH Low Prole, Polypropylene Flow, Roof Vat 071I 2021 No Yes No *97.5F97.3 Mechata6y A6whed to PBwwd Deck. Florida Deperineek of Business & Pro9aaica ReWtlon rove l d l BwMV Codss and Starndards ,mows Product Approval AppNeadw Detall B111tllAi lino EatLaL go 20 Nabobs gut Man Me" MWO111 iE MIA EbEL&L&M V+•+wM lellmd ENgm a mavoml Aarmml so& Rw4mm 2M7 LV. Tbnpan, best dbe TMff*M NahbdmrM Twwarwoen zed" it Prod Lode Bowden IGMOFM7 1WIOR017 101172017 1212017 Approved Mdab CNWW(TAMM (e13)240,3416 PE-710" (334)NO-IWO oalgar. amb Moo,aM a /WC4YV, , : RsaI - AoasssorMs and we a bdgd Paden Rod79 Bymm aaprla l mat Esaklaeen Rpobs \ Ela1d\Ra9' Ambled ova UOsrtoed RwMP plob"lorw Engineer memamatemem gmdkA eooa huawlletg0 aomo dlrllm mind Ron am EMOMLEUNJkMkVALOMgasOtgRsldoea laeladllallaaoagra KM M glu it Boud ft 1 3 TAMWMUdpRedVadvr08aW McLsblotodvw00 watktgrabdbeas 0010911000 Yee Yes IMA N(A Fbdda Depaitnow of Buelneve& Pmtadoml Regulation Paso I all BWldkg codes and Standards haws Product Approval Application D&M MEDIUM go _ M 20 _ Ra Mum dos lbmdmem good l omoLai m MMMME M m1eE0m Asl aNM agema d Adsaad Loa RovMm 2017 sod Ro•ep/Wnhottlkela TholnssJwnewl IAF9A0 UnNomt Evakvfm Garywwasew lonaw17 1000812017 1012IMM7 Approved Geissler: Rod" ispa69m aarvba LLc. R08 ""ISO a■ odd wy: Rooses Ti- tlwtoa]•ImMeabOrala GarsI lingnt EvebYY071 Newsome M protw EWroon Ede RATIGI I emir r amisLA ose amo sLoLus ANNEmIrgE based RIME Sal EMMELMUWLMMMWLKOM emaWL200ma smm LEMimmuLm blwHz 9oliLlllM aebm [fro 27 vft WO Marian Prone-DwNw leffi is No Yoo WA MA Florida Da b we of Busirtses & Pralesefonai Regulation Buldng Codes end Standards Product Approval Application D9WI pop I Of I teats Florida Deperbrow t Of Business & Professional Regulation &dit Codes and Standards Product Approval Application DaWI papa l d l Iwasp Florida Depsibew of Business & Pi ofss9kx l Regulation Building Coda and Standards Product Approval Application WWI paps 1 efl hams Florida DepaMent of Bwiess & Pioiewiorel Repletion pops I or I BtMdbg Coda and Standards IM IG Product Approval Application Detall )yam gat 1111111A gm go R o.loms am dui got ROLM gilt gr 2ALbodo gar Baar>lkatl 2101 AMMLK go air 9MLBo to go 88LrA1t g! MILK 20 gla DMLBo a RM DEAR Maeda mmmbmm Gorr E OOKAMret m(YL" megrim !Warr/ MAMMW ABmeO Ltsa Mors ridm griom gad JIMMMAloasa Ndidum xis ENIrd 9Rdood MOM lam MEAR yeah Irrd"M lord ANINKAMr Vdd1111M merurd Laard EwLa mtd Aomtrm La. Mae IS" gaioNM amdet goomE ALIMM 111111111" me1101a A N alsammd Ansm" Loa ReIWO 2017 BowROalkq/Iblturlesaa TkaMeJbmtne bIPMOUneonnevokowen OeyW.VMm 10'14=17 IOMMI7 107211MIT Approved Raddan 2017 emaRssbglabrtwLeoW 71tdnMeJwass NPMOUnM. evokw1jon GwyW.vmm 10HS12017 100=117 i0ala&7 Approved Review 2017 Bow ROOM lMorbtteaW Thom" Jwmtea II1Pa1OUoewovEV&%MM "7wV"M IOnVM7 1606p017 1021r1017 Approved Regulation 2017 a"A---lWrawladb ThomaJeasa p1PM0unamaEvabsdon Gary W.wdew 1011612017 1006=7 10217/017 Approved 4e1a9ay: Raba MM 2M1-zM 6aaa LLC. ROW ess-Meo CaMswy: ROORq (B02) 209.22M Owwwa L1C. MM wa-MOD LLC. P06) e6401r tekeay: RI OW 2 Bwvka tLC. P061 ee4-01eo sWCabewy: ROO" Tab moo I I C I r: Raeq Tea VMWA& ummvabaala subcahoeley�Ra•ag Tea tltorrwalww•se4Wwd.a PA abcebealr• Roabq TM 9tsnral•nneB00erwa 9 *Mnl Ga•tpnw Ilaeted: Esslsbn Repo ken • m C'•r•laarla• collet MkrOa Rpot • Raped sun • Ceaplsrssohoeet [vabrasort Rootwas a 4hawra Evakra6en 6tq ProdW Evaks9on Entlg NFINSM1 Prodast Evekweon Ea•4 [mull Pmd6d EYMebll Grp ggMN"yarodushs GoELASaRa attmrlbtlot aamdrdloLlbt Ilnaod REEbN B mOYYL 2tdleAsswase aEromuffi t aasurlbpbt Yard geN 8AMMI'MI idllLaemes areeaLalN aamsmlitie bdod QuN BAMMAMM aWa amisLaoadltllo AommiAL1N Ar6aad11aYt !mold OrN Eel E ahedgemYm 2aYdLWWmEIa balaM 91E11IL 0M Bohm grata Eel ammamawLihmkKMLNM lEAidgodmbR g owaxmmYagdt KM 90111i1M am*" Em AMR B26ELREMMO falriLdramgdt 10.1110111 gldie101M swim 2 r am ameNLEONJINkMLKMIM EMOOLgarlllo gomuhavd ao laim gmbmL man Soma seem 2e V111,900 Medko PramO- Lola Wdlr, FL 16040018 No Ya IW WA t6 am" goo MKProds-cab, CA 11104R01e No Ya WA WA 17 SMEM9W-Clewryakb, HWUMSMW 6hds,skW FM proms -tbdOwLG 16e40018 No Yes WA WA 1s savvy 900- CoMMy aft shds&wM;Oft pmproW-Ilwdeaa, NV 100412018 No Ya WA WA Spa Old Eltakh Il eloh BBlaMtt 2211 Ma media mEdmam ROVlalae 2017 eow Redhg/MoirLbW Cssaeory: R-- arwG•hoB•ry:n004gTan Caalpedao Modest awkwom Raw "M d Pntld EVakrOdon Ell* bag 19 8900ry 900-00011try erb, AMb, 8hob AMIP: ape show Florlde DVwbym t of eusinaa & Prokesiorel Reputation Building Coda and Standards ProductApp", ApplicationDdap Papaldl Imams Esau no go gtleliaoa 21111 geld EoaEALroo 91111110" melldd Ldmgd fwLANNEd AEosd nor Thames Jenne IAp1r0 Unbrm Evokoft Gary W. wdw 1Wtea017 1olOMI7 1012112017 Approved (am 21042811 swab• LLC. MM $544100 a amioLAeE1me AMMMMdhLUM alN®albclN YEw 8111E gmaEgedWM gaswlmEagle haw gdtliLm amend goadt Fro Flab -Wan Wda, FL loom$ No Ya NM WA Florida DepaMent of Business & Prokesionat Regulation pass l sit &Aft Codee and Standards toots Product Approval Application Detall BonMO4"1 gale EabaE 2E1t 20 g Lborm 211e Mrs MEAN llm tad m good BoduK ur M dodKtb 9dw" ad oLd BRAN EaW A®m Loa RNMion 20117 Boot RaaerglMonMdlamo Thames Jeara6 UPMO Unm mEvsko wt Gary W.waEw 1WIN2017 ICINO17 1021=7 Approved lesesory:Radq (6=20s-M SWIMLLM Mos)sM-01so LtCabomr. R006q TM Momaaemmaa0lbwd w Gwopawrss West evslstlo Roo Mown a :n PMdUd EvokWo Enft SVL%Lhs Ammo umn aNlimldge loot geN lotAL Bea 2rmwarYtlmgr Ian MV M 2rdbl= Bohm houses 20 sesrrs ow -shah saw Who Flat pleas - L.oedep. CA 7604r1M6 No Yee NA I&A Florida DWwb, arTt of Business & Pfohesforel Regulation pas l d I Bulldig Codes and Standards llama Product Approval Application DOWN BiNewo N gods MKS[ alkbmm go MM IN" lraiam Good IN60KALk0 William Wd Els1tlm ZVLANME9 A net Lass PA has 201T Grew pnb4ea Protnb, LLC. Tan Rebkon MbbrA To'k., P.E John W. r4wnv , PE OBAomy 08I31y1017 00111/2017 12122017 Approved cdgler: eleawe (B64)wMs PE44167 ivy772es24 SabCdMwr. ebnn Paab an.�n consomme U wort Erahe6a Report Mom a FW41 MOlderedArataOd ova Uce esd FImIOa Probedwral Errptrtaw BCMff&mLBdiar gmdkA r AoimbLYE lmimbtYl blow 2WE LAlAE B26,02mommgeladlarlalNgr IMMVNZ 41e1eNVNZ Bedded Buda 1 20 Gee Odvattead Blow awm PenM MU CCo�� M�dB 12ni2m9 Yee Yee yes Florida Depark ed of Business & Prohabnal ReVAdion page l d l BdidkV Codas and Standards law$ Product Approval Applicallon Wtaa !sue 2111111 DraLs 20 go g LEMOR 201 Mum MEAN MMMUI m god EObmt&M r IdidatE rilldd swim" twimod Aoome Loa RWAdon 2017 GMbd ProbAon PMtrds, LLC. Tim RdAm s Wabr A IU k., ME John W. KnawAck PE ON06aM7 Oa312017 09/1 V1017 12122017 Approved L1a- — , ebtaee (Lay e60.76a PE♦♦167 w Tn-4224 sredbasey: sa m pwwis 9-fobbow4kppentow cm*lsea Arewt H+e1 -1 Re wtkorrts Fiedda Real Aelawt ova Uconsed Ford\ BAIMMALftwok ae111LAw amErdimmu emdeeuLNe lalIM 811E Est bitoLa emam goomd2mkdm o MMV M Bohm BArm 2 24 fNga Oeblwtked SYal Sbrm Pw4bNM2 Corngoed 00anked Shod Mum PamY nbbwd 121314019 No Yee Ya red ornot by adds b peVlb Ikdllaa plabOlbn N N N O Q C OICU O -0 .� U � Cnp.�p \V i n O 2 ca. O 0 a) 3 0 U- Cn LL CU .� ��/�/�� VJ ca. Q Z W J V a� 0 C: 0 CU V E If 0 U) ry CU 1 / O Q C U '0 UCD O L U) C) CU EnW Q Z Z Q J a SHEET N0. PA 1,2 -I u.--i-.-L_ -L_. -F-..1 _. _ 1 _ ...-. i, _L .d1 �L I. _i�-..1��-��_. L_._�-.1. i. " I. �.�_„ .w �I - .I. l .0 4-1" ,1 -I - - 1 �,U= ,a1.., LLa-� LVkAI'll d� J.. .1. -a.�../iaAi ._'. _'&u .'I!�- ��:.4 al w1 � .I.: _:.I _ -____ -__ -_ - - ��- ..., _ _. � h -.. ... - .. ,-.... ..,. _ : :, :.,... .... _- - - -- - - - - ..1 _ - _ 'car. +.-.-4 rive" Florida Department of Business & Professional Regulation Page I off Building Codes and Standards 117=9 Product Approval Application Debt! Florida Department of Business & Pmbs"m Repletion BuIWft Codes and Standards Product Approval Apptaatlon DOWI P4ga, d l team B21l MIM aai ilokm Ina aaa arLhsdLe ➢ell man tads H mdNNM ,motel taoW Alkm lim mNe Yaadam aeaRrd Iwido m ano m mom Ilevske 2017 rrw at- - a cwPoft&fb Group Ina Skod Lori 10C EVMMYyn eanatae, LLC VVEW a RaatmL PE MO=7 oewrm7 6a24111017 Approved Coomr. eswderY Caepawwta am 9166473 (40ndOl-IO17 ae lonavo rr: Thss Pleece elewleoetoslMr.nem Caayamaw Yelled: Eeokatnon nePad from s Prosea1 Evatusan Eats, PLAtIM,rA PRodUlthe alMaLdm[aa AmMmiGYa aammdKYaa 1MIar i1YM I[! C9mdlwatloa gmauLBmMa Lgo 1,HIM ammikum Bob" Emus 1 nrW Boomw s Nlyuer 8hmuyM (1 &a m 8) MaIY Cemodw Pore 124140n Yea Ym MR Wa Flaids Department of Busiross & Probs" Rep7rMion Bulldog Codas and ■andwft Product Approirad Application Ddd BfNNO fatly me ll■fa Waulaa= satin Reeekn 2017 mvauesngcowgonarlle Oratgsa. ek"LSW L. . , BsatuM can weft (eonel"M Msol" yl Thw Pkss dauteoayeleMa.ram CwgMs Metsb [aYrtlen PAW from a PMdL tEVALYMnElely BCl1=Lamo W IaR 2 nrY BCOMIbM mare+ PY1e nasal', . Pllle Page, d1 laws YIBtS[ gm art gOLBRO M no OaaWacAllaaa ldliraam YaRlyd LOs■W arLhmo d A■Imm are 1CC Epsuaaan Sovb, LLC deem Rw Wg PE 0111119121017 00111111711017 001214017 Appreead (4W) 6M-1M7 aMaLaalMoaa AMMMmi[aa Aammitll MMr alma amealulkwALRib in HUF t aloaalaia Nlaffr Clam 123112122 Yan Yea WA NIA Florida DepeMnrM of Business & PntanWW Replalim Buld ft Codes and Standards Product Approval Application DdO Pays, Of i0sma ES� lam& irNtls s111 art 211yPlmm am ma YMoe smut aaa selm YeRirdlt l9llard somYd B1FAMmot Among eon Ambion W17 frW sdit Oa WR" Grail led. SKMLaWb FCG otatiew eatim Liz WEN Lt RON" PE 0en92M7 06107/1017 ofn1Q017 Approved o+e+s+rratVgWdConeonwils (Mn91sam Wn6M49l7 eLMCaMPry: Throe Pasts a. . 0 % YM- am ca mplM Nets*-alotlbn Rspodbam s Produuat EvaFWlen EfOy BR120.rA C1Mai goo LaaM■Ma Almomi GLUM AM■MdiLME lmlal inn■ RM2 CMa[laagdWm lmrarNalMatlaaala mtMZ 9a1Llimn alallfr Cants 3 nW tCGo1gY» Thrlan tot comadm Plate 123IMM Yed Yan NM NM Florida Depertmmt of Business & ProUesiotTed Regulation Budding Codes and standards Product Approved Application DdO Page l d, laws Florins Dep[Mnnt of Business & Pro%nWW Regulation BLS Codes and standards Product Approval Appked- DOWI Pass / d I ,frame Florida Depardnalt of Busing & PmfeMkW Regulation Building codes and SftrW db Prorawt Approval Application D" Page, d, ,aaMs Florlds Daps ..ry.riI11M1t of &ritees & ProhesiaW Regl✓i[ti011 Budding Codes and Standards Product Approval Application DeW rage t d, IA M6 prof AI NLK art era 2SL non Ina fatatv4a am ReHMrs[ gall go aeLbe a Ina FLmff4M am IaLa art gala 2OLba a era Banw4a am Sam aft am 2*IM fB a■ man Yrmfa RSMeaaMe gaBlar EAdEKAM1 IMRaMdlt YaRa11at AWN= B1gAMMd hwmmw Rana ma Ydn MMiMm g[oYo< fader[iLSMM laWadMl YaY■Y Ams ■4Aminn AMMM[ son in )own !limo[ LaOortl BlgdnmYl a■umd also ma YmIM Y■inm gmYst mrNaaLA1lsa■a 16Mi1LLlr rie11N0 Among E12AMMsl AM■M[ loss Romeo = 2017 rrWB7f1l%OOnn9Onueras Groupfro. BhattLeem 40 Evstsbn SWAM LL.0 final lL Planned. PE owl9ml7 0111WIM117 0921/2017 Apposa6 RetfNlon 2017 MTek InduWYa, sat. David wort ICC EvakWan Ser" LLC ICC eakatlon SWWM 1onewiT 10119/1017 IQFU 17 APPVmd Plerelon 2017 wrok slalefift ass. Devk Wed ICC&Ammon Owes, LLD too eakisuon Bayles, 10191111117 lom*M7 1022/2017 Approved PMYon 2017 husk' I II e, so. Davy Wed ICC EMlayon BarVIM LLC ICC Evaluation 6Mvio., 16N0/2017 IOMS 17 100=17 Apprtred CkNo.' ealuoswat Can6, (84n 91 M73 (40n8M-1917 I+ gal 8bud"Oarlpofsnb (314461-7480 I.I.C. cstwelia Yluekwat C. L1rMOmY: BVuaaat CaAoufens (31Q eta-74a LLC. &*Call-. T)aa PMW dwdaygYYas.cmn Bablembloy: Thal Plat 7FWertHnle0111 (➢OS)1f04M Pargelsus a1MCaMaary: Tr77sa Plain dwselNml.Oom (206) SOD dwarldM•74a (206 600eY[ar: thus PIdM dWa11N111LOe0 Q05) 504s00 CenPB+ru++Yetuab [abrlbn Rewiram s Caagerus WasteC Evaluation Raped berm a D+nPBm++YFtmad [veWtlarf Row 6om a OaatPrnnea McYae! Erstatlatf RePodtheta a Pmmat EvasfellOm CrMgr Promal Evstueton Ell* Probed OVOW ff EYb ProAod Eakaom amb BiiYA$CNgM 9010LAM aamMdaLla Ammo iLft Mom gift 9MIRLAmaea ammmi im AmrmiLlfa MMn 2NO gooLa[M■IM lMmmiLow A■M dbLum loam alga amovioLoseek ■ImLAaMmaa ammoLkEum homo AffAm in" am" Ratto CLrdlaadAM Sat Gam i1Rt16 gumiL RH Bob" Lmalm Rag bmbdamd" eMalla In111*2 adimL Q Bohm Ceram Rai CmadIMOMM KUM Rookl0etli Ridlw Carts Into B[imLommMM aaeloiR■MYa05f IsHYM gummL RR Bohm GaAs 4 fnNecGMbsreva" Matat Corasdat Paass 1231= Yan Yes WA "A 1 msm 189a,suparlqu ekertph 6ussomredorpW M)(fir 3 Yee Yed NA WA 2 m18 16 gL it= CoMMYer plus 01IM12023 Yan Yan WA WA 3 hmem 10 pa huh star es, VuseamawdorpMY thmirl?;i Yes Yan WA NM amML90a I RaMIL920h I Im6ama Rara1■ m Flofads Dowb m(t of &Wfw es & PrOM$Iiaal Regulation BL"V Codes and Standards Product Approval Application DOWI Pape f d f imme Florlds DepaAment of & WrAn & Pm b*" W Regulod" BuNdiLp Codes and Standards Product Appovd Application DOW Pays, a, vale Florida r..y,,�oMlent of BuWnm & P.oksob W .pr Budding Codes and Samderds Product Approvd Application Ddd Papa 1 or t laws FlOfida DBpartilmR Of BUWMee & PfOfeeal0lW RegldaUO1T Buldip Codas and Standards P. Approved Application Ddai Pays / d, taaMS B92tw4w lode !noun gala lira artLama Ile FLOW -?A glue iatNLa go gm Robins" art MUM am irNLn go era a■LM" era Bad goo IBM= era go aaabmm Ina me momm H■r1Mm all" loiNKAllM I*Ad Rat dal R1amYd Brun dd Among m as ma )&cafe afarar■L 2mm[t Iirr&iiaoa gdd&Alk li i RMmHd B1gA®MI AMaad are Ards )&am mombibm goon Daafar111sea tromp l ditd Albs fd 122Aaamd Aa■m toe ma Nunn MONO Me Saudis I1erc&11Oaa MdMdN He idd d ld=Wd MWLA=m d AMMMi AMR PA Mo 1017 Mrek YfduMM, Ys. Dark Wad ICC Evakletat 8anvkw, LLC ICC Evakus0on Bmvas, tOf1e2M7 1d1a2017 /OR20017 Appneved Rsvolen 2M7 &Fisk IttdabW. Inc. DarW itbd la: Evlekredan 8arvka, LLC ICC Evsttenorf SefNs, tOna2M7 10n912D17 1022/2M7 Approved Reehbn ZM7 ICC Evalratlof 8srW7M, LLC 7rf, P.E. 08/tlf2017 06//02017 07a13/1017 Appeuad RpeMof 2M7 V(ryarlrrrr Roa BelMln ICC EVaemppn BarMop, LLC JafrasA Rotl7maf, P.E. Oaai/JM7 OpM00M17 O7M/JM7 ApproeW celeser-i sbdlwat Conyawfb (314) 851.7400 I.I.C. tYeegorr: a&tldraat (3drgefws (314) slot 74M L1O. Caeee� ` W MM 1R9u lbes e6a1344 swtteerawy th.aPkaan drMrlNnaelm M9aeoo erVCpYBpry:i ThsPUles dwwiofuu m (2oa)ile" oo w7Dwpoery:[wyf»M.ewes« Rob.dsatbpfow.y.df. e+earymr:LsIII f..7rdLrnber RebsetJ9WfafOwsyafh. C+agB+nse MMak ■vasatan plapat hem a osagasesa Meta k Mastodon Regal born. w. Yrr�^ gaaga7 ase MMsb ERe estuatlsn nal Iran a aapr-serf Pfodlfll EakVIlW EW P"W Evaluation En* BAUKA&Cadmb Pf0 o4�EwlupErAV BiNVALbobom MdWErwMMlwn ErAVI BAtlH:4op,.dda amoKA as A■mmaeta aim gARUIN Haar gross gmdkARM■Mm aemmiWM AMMmietfe and lam aaNtAM as mmuLkLm aeaomirlm Mad lima amma2nikidEY goo Lam assuodbLum ass® toLum am aides RaR l rgmdMrM faelMrRaloraara lemma R1Rtl&= BONO Cagaaa Bag tagoLMRIMJkEKVALNM emanlamo" flRaa: 21MML M Road Conn mg eo■daMmrM fBUIIUIiMtlalga InIR9a 2rral00P andim Cram ou ImalLoMar■n amMriafddrart InHM eR1WgaRi: Rmrlat Lnusa 4 UT20 20lib. Was = wool polio M)1120113 Yan YM WA NIA 6 INTO" 20 M• high+eerugtu Wstoameobrplab o1/01/1023 Yan Yed WA WA I laorearn LVL Unrivaled Vmaer Lfaber 03031=9 No Yan WA WA 2 ft$FA Pal Papa SWW LtaMsr 03031/2019 No Yan WA WA AMMLgdmk I I IaML(nMa ammig a III ImLOMMa Florida Dapartn ant of 6ummm & RldsaWW Rapdslion BWft Codes and Standards Product Approval Application Ddm Page I of I laws Florida DepaVtent of Business & Pro►snWM Regulation Building Codes and Standards Produlct Approval Appludw DoWI Psga, d / ixws Florida Dapatmra of Buaasess & Profsaim Regulation Bumag Codas and Standards Product Approved Application Ddd Page, d f +ax2Ma Florida Depodlrant of Blailese & PoNesioned Building Codes aid Standards Product Approval Application plod 05,2 18 tip fmi !Mots[ am era 2ahbOu m aAmvm Imo lrNcaa Ile go IaLbom gm B Qoi lfWtr are If 2OLbo s Mo BtlM3B am smohm 20 If gMeb[ir Br! ma YAOM Hauer= gafr al&AKA ima YurmdHt Yandlfd &N arjmmnld hMoro MMa >m MEMO lmFerm am" RMfarilf=a 9oMdrt Yadrad &smut awLam mM AM ON art ma )Iota H■eMe[ germ It imlemsrt 111R1aMd Armmi arLa ®d hmom ant mg thinness MbodoN L am" AM*N AMo Imimit Ydifd *W m d nCAumN am=W ant Rapkn 2017 Weparhember Raba II I CC Efstaaan Service, LLC Janes A Ritaeren. PE oe/M017 06002D17 DTM=17 Approved Its Mo 2017 YVsyernseuuer Ran 001*0 ICC Evseceb7r SWAM LLC ion aA Roftmq PE Oe229017 OL20a0t7 07003011017 Approved AseYlen 2017 VYI Ywho Ave Ran Bekwb ICC ErWston eels, LLC 2ansA Ratans, P.E. oarnmiT 0111002M7 074=17 Approved no 1111lon 2017 OW-CREIE LNK Lea Cats par7flne MsneOade in= cot Ieer40saa 9=- VAL 11N42017 tone2017 11921=17 Approved t1Fl . , seudoat Delngonwb ((M a24-047e MM OWi344 ce+ea,rI- Sh a UM Delegations, M 0244476 OM M13M C++ee+s Dengerfenb 1263)924Da/6 M66)93D-1314 aoBerY: efrfusral Cangorsrs (e13) 621a6N (r96) 319-i6g0 1 fte's, .W:0 ollaapd Lumber RpladHddvmoasyMM oaeareay:FStaVr+apd Lumber Robmt2YdWnewsysds :IF 01 aueeargar: EnOVaered lumber Robed,8YalVuosesyeMe sfeuf PromNpFatnoaaededaRalkad 4xwn COagts7nea MFtab [vstalbn Repodlreln a afwA" c t atsnaa', EiYu ion Repattbom a OUWAotef MWNmk Evaluation R froma errecaan Probst ErabYlen Efty Pluses Eakfaaan Eedly Prod E Eny faeagtenesrebob caftborleet lreuluelLteatp aeaAmjmdde godkA all Anm daLaa a mmm KJIN non Ira Buda gmuLa ma hom iaLft mosticua Now Ira aAMAW- Lblb or aaiLaamsa a2mm dieum an mm)km Meg Ira Bala�la radnf OWAkA a■a Aammiela AM mmd&Lm a Meg me" bat Emma AL EMSOLOmniaa gommsOdgmLaw 1,mmm guoNL 0a Bohm Calla jag CmamLookLonmbffAEBM C201ra■olom 921kitNMbraam 1.Hum eelelan amm Lamm Rag ameNLlmfRM ganamEbomam hmm 9WAMLM■ NURrm [ram am C1daalyd■a 90BU OdOULDrt fM" galydal an Ca■n 3 TYbwsbak LBL t.MrWvad Blond Lwrber ta19rms No Yed NM MA 4 TJ Ran Booat BVustsat Congoeae Wnbwor Detailed Blind 030314MO No Yes NfA WA 5 Weyerhraer Ran Dowd Otlraed esseM Dowd Film Baatd mime No Yan NM WA I No BYerptn Deduces lidab 4, 6. 4 and 12 arA wide 6" oeniaole Y" Yan WA WA based Rio 90400 WMaalRadt lMeoLliialda RasMalaHlra Ralr1.S'iilda ^W W 0 Q 0 .� CU � CU Cn O O Q_Orr -2O W LL O^' .� -0♦V W CU Q L L Zu'40 q .- ',^ VJ Q a z Z W J V� Cn 0 Florids Daps ti ou of Bunirnss & Prolasim Regulation tress, of Florida Department of Business & Professional Regulation Page 1 of2 Florida Department of Business & Professional Regulation Page 2 d2 ^' W Booing Codes and Standrds +l+ra++ Building Codes and Standards WAMO O Building Codes and Standards 329/2018 Product Approval Application DOW Product Approval Application Detail Product Approval Application Detail (D `V BaVS4lt Sianteta[aa4t AM[mMd1aJla Approved for a9Mn gesso Rlad $ D aLm9s OLA dd,W4 fi R Lmat¢t 18 26 Ge. Gu11PBR Min 28 Rod Panty 1z4 Wood 04122024 Yes am irlA a� go adLb� am Ggdt � am aka lira own Yea N/A +N/Ar m! viom ■ obdm good ANINKA gas yeah" 36dow RLOmm EWLAM Mat AMaad era mm YmlgO HaLikTnML S� E, dn.er & f.icana. Yabdatad Ik MIAMI S bmNed FaC Anorewf Aporo td Rtaaa 18 28 Ga. OuIIPBR eGa.vo l5aU awn GYPS eve Plywood tan 28 Ga. OutIPBR over 1S132&qud; Plywood Min 04122024 Yes Yes N/A - N/AI SF +N/A/ RsaYlon 2017 C MMO" Davate Pmduob w& Rebsd Oft TNUY N. MLYWa jam Neu 100140:1017 10/1341017 forAL2"7 1212017 Appeared red Revision 2017 Gulf Cmel Supply & Manufacturing, LLC. En9 David Daniel S. Kuhn Laoke Bowden P.E. 10/122017 10N O2017 10M 72017 12M 22017 Approved -154.7PSF t:111pny: alnlaheed Caegavds (813) 81TW707 PE-40122 (352) See al l Category: Rooting (352) 4984778 PE-75519 (334) 300-1800 20 28 Gs. GUSPBR r tan 26 Ga. GulfPSR over 10Wood Wveer 04/122024 No Y. N/A +N/AI O IfiscaseptinProdlalo, xx naReanad prsOssfgsLNQysrYOcom BtbCategorr:Metal Roofing snfostgdfooestsuppy.00m 15/32&qud; Plywood -151.7PSF NwTedwatkgy Complier Method: Evaluation Report fan a 21 26 Ga. GuM Min 28 Ga. GulfRlb aver ix4 Wood Punitive over 04/122024 No Yee N/A +N/A/ COgtYw Meted: [ethanol Report here a Florida RepNamd Architect or a Lkansed Fhnda 15/32&qud; Plywood •1642PSF 0_ Fkdds RegkatsdAmhYd era Licensed Fb PfaaanWW EnpYser PrdesNonal Engineer - 22 26 Ga. GuMtb kiln 26 Ga. GufRlh over I SW&quet: Plywood 0412rM4 No Yes NIA +N/Al - __ -- 23 28 Ga. GORR, 28 kin 26 Gat. Gumnb over 15/32&qud: Plywood 04/122024 Yes Yes N/A /Al CU PSF oc::c Aa■mitti! AR[oaWM.lft lam 0aM1 Promocf Yodel Number err Nsm Assurance ggdygd, Qp Aaoroved for Use Appirmted 1B.IA01i $ilil0ali for Use hoped BaalYaol Damon P[Mat[a. 28 Ge. GulfRb Min 28 Ga. GulfR)b over tz4 Woad Pumas over 0412rM4 Y. Y. N/A -N At IQR LMidana� i1RRQ !� BMtao Penh 15/d2&qud: Plywood -1642PSF 1 Oil&* Passau or Caewmatlal Condole Pmdwb Pfanaat arat PNsbsastl C&Wft LJtI b 021112004 No Yed WA WA 1 0.032&qud; Numinum 5V Crimp Mn 0.032&qum 5 V Crimp Alumbum Rod 04122024 over 15aUqud; Plywood No Yes NIA +WA/ -106.5PSF 25 29 Ga. Gulfft Min 29 Go. GuIrRlb aver 10 Wood Puffins over 15/32&qud; Plywood 04122M4 No Yes NM +N/A/ •123.5PSF 2 3 0.032&qud; Aluminum Gulf Lok 1&quot; 24gs. GUN Snap Mn 0.032&qud; Aluminum Gulf Lok 16&qud: Wide 04122024 Roof Panty over 1 S/32&Wd; Plywood 1&qud; Gulf Snap 24 Ga. 17&W d; vide Roof Panel 04122024 ever 1542&qud: Pywood No Yes Yea Yes N/A N/A -NIA/ -116.OPSF +WA6-131.OPS 25 29 Go. GunRib 27 29 Gs. GuRRib tan 29 Ga. Gu6Rb error 15/32&qud; Plywood Mb 29 Go. Guletb over 1X4 Wood Puss over, 7/160qud; O.S.B. 04/12rM4 04122024 No No Yes Yes N/A N/A +N/A/ -146.01PSF +N/A/ A01.0PSF 4 5 1&qud; 24ga. Vemloc 1&qud; Ver.Lac o32&qud: Aluminum 1&qud; VersaLoc 24ge 1&5&qud; Wide Roof Panty 04/122024 over 1542&wd: Plywood 1&quot; VamLoc min .032&quot; Aluminum oar 04/122024 Yes Yes Y. Y. N/A N/A +N/A/ -138.SPSF +N/Ar 28 29 Ga. GutfRb tan 29 Ga. GuffRlb over T/18&quot; O.S.B. 04/12f=4 No Yea N/A +N/A/ •118.OPSF O 15/32&qud; Plywood -101.0PSF RaLLM�{Mg 8 1.5dqud; 249a. Gulf Snap Paneled;Gulf Snap24ge. 18&Wok Wide Rod 04122024 Yu Yes N/A +N/Ar Pond veer 13A2&qud; Plywood •118.OPSF 7 1.5&qud; 249a. V.-L.1.5&quot; VefmLac men 24ga. 16&qud; wide Rod 04122024 Yes Yes N/A +N/AI 6 2&qud; 24ge. Mac ageL PartN over 15/32&qud; Plywood Min 24 Ga. 2&qudW d ; MegaLoc 18&; wide Rod 0412/1024 No Y. N/A -123.SPSF +N/AI Code Varelon: Appliaatlarr Type: 2017 ALL ►L a: 11651 ALL D � ( Panel over 15/32&quot; Plywood -108.5P8F Category: ALL Product Manufacturer. Subcategory: ALL 9 24 Ga. Gulf Lek tan 24 Go. Gulf Lok 16&quet; Wide over IM2&quat 04/122024 NO Yea WA +WAI-98.7PSF Application deeNs: ALL CompaarMe ltalhod: ALL v, 10 24 Gat. l;allf Seam Plywood tan o Ga. Gott Seem 18&W d: Wide Rod Panel 04122024 No Yes NIA .N/isA83.5PSF f3tlky Conned Expired: Gnod ALL ALL Product Model, Number er Name: ALL , ber or ICU over ix4 Waed Pa over DnMpae �w DasenWan: Approved far N M HV ALL 11 N Os. Gott Seam tan 24 Gott Seem. 1 Lock,Plywo ; Snap Lock, 04122024 w. &W.1; snap No Yes NIA +N/N Approved for use WASIde NVN2: Design Pnaetn: ALL ALL swiped Resistant: ALL Data From: ALL /'� e ■ ■ 12 26 Ga. 5V Crimp l ever 1 18&Wd; Wide Roof Panel over 15l328quat Plywood t; Min 26 Go. 5V Crimp Rod Panel veer 1&32&Wd, 04/122024 Yes Yes N/A -108.SPSF +N/A/ Date To: ALL Plywood PSF 13 14 26 Ga. SV Crimp 28 Gat. SV Crimp Nin 26 Go. 5V Cnnp over I M2&quoL Plywood 041122024 Min 28 Ga. SV Crimp Rod Panty aver ix4 Wood 04,22024 No No Yes Yea N/A NIA N131.PSF .N/A//AF +N/Ar w Purfns over lW328,quot: Plywood -156.5PSF 15 28 Ga. Gulf Lot Ill 26 Ga. Gulf Lok 1 O&qud; Wide Rod Panel over 04/122024 Yea Yes N/A +N/A/ 15/82&quot; Plywood -161.OPSF Q 16 26 Ga. Gulf Lok tan 26 Ga. Gulf Lok 16&qud; Wide Rod Panel over 04fl2/M4 No Yea N/A +N/A663.5PSF 1642dqu ot; Plywood Z 17 28 Ga. GUIIPBR Wm 28 G.Gulf PER Roof Panel over 15/32&qud; 04122024 No Yes N/A +NW Plywood -154.7PSF Z Q J a E1 SHEET N0. PA 1.3 r ��v ��r��'� �P� z, 3���,�^^