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HomeMy WebLinkAbout39922 Dawson Chase DrABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or 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 orALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BLK. Block GALV or Galv. 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 Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community KIWALL or K/Wall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam LINO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail 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 O.E. Owner's 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 or WDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN orFdn. 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 FRAME —WALK REVISIONS 12-28-17 3.0 2017 FBC UPDATES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. I F11 ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEIPHYRHILLS ORDINANCES REVIEW DAgT I'll io1i CITY OF 2EPHYRHI PLAN EXAMINER F*4 AIX 11 8N 1791 INDEX OF DRAWINGS I 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 S3M MONO DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 I PRODUCT APPROVAL NUMBERS PA1.1 I 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. G— Q ag >f M � O � aaN Q z p o � N E3 U)V1z (D a LL W 0 o a O W0-, N N w.. u WsopC 8 = =I� U o Q o 0U) 0 �/.j�� y o jw z Z Z _W M m � I a c w U) 5 L1J IRPt1q�t� a aW ,- W 'u `. _ G yygg G� Z. F © S To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal, M o w Z 41oco LL ceE O E U �� �° wj Qo z® oa F —E a, �o ° � < ZN fa'o i ¢o ¢Z w� -.+ rp VJ Cl)m zz of U mO O� Z aw fn J a ° oao g Z W d ¢ a n w w �j O O co 4 Y¢ w� YU O a= _� ° 2O E2 ^L1 W > 00 . L O .-. O co m V I\ 3 O Ltd r N O CD N N r ui m C0 0 M CV 0 i6 r o Z Z E 0 a)c @ a • v M ci ¢ o c CD JOB NO : 19-5893 SCALE : AS NOTED SHEET NO. C S e 3 -o C) 0 0 r- 00 L0 I rn L to 0 0 J M 00 rn I JI i 3 a 0 d H y E O v c c J In IM 0 U v v y U d 0 i a_ 0 9 0 rM ao 0 0 d 0 N 0 0 N w 0 1:2. m cn 1- 9 r 50 37-8" 6-0" 21'-5" 1. 16'-3" 5'-0" A 33 A H. 35-SH \\\ I w w OOZ 0z \\ WJ U)J \ cjLU 1N r0 \ \ 30'-0" � N `\ CAFE \\ FAMILY ROOM VAULT. CLG. \\ VAULT. CLG. CARPET \\ I CARPET Mb� PATIO \,\ M Tco OU5 E i- ------------------------------------00 ---- CD I o L" I I CST[TIqGY_ I I I' � 9'-0" I 3'-8" 2-8" 4'-3" 6-10" 3'-7" I T-0" 1 �-7' G DR ER VENT S3 TH RU ROOF JI=EMH1 441 (4) 2x4 #2 SYP STUDS W/USP G = HTT4@ BASE F- S3 NLIK OWNER'S SUITE 8'-0" FLAT CLG. CARPET TYP @ 1 STORY I 00 = W O N , Cr LO 0 w 00 CD o0 I Iaw N I to cr I W-I-C- KIN = CARPET I, 1 ��� L I H.B. r I n =W _ Lo OT LG. 5-SH 16 QFFP 60" X 36" SHOWER m FIBERGLASS SURROUND In 1 s w - --- --- � O O l R&S --------------- 8'-34" "wn 4068 B.F. n= 1�7 3-843" ENTRY 8'-0" FLAT CLG. ILLS 111W. ISM M 111111111\- -��1111111111111111111� ■Rli�!llAw�i '�,r �. HANSON BOX @ 36" A. F. F. M FIBERGLASS EDGE OF SLAB 2" °' SURROUND I BEYOND WALL K 2-CAR GARAGE 5' 34" S3 8'-0",FLAT CLG. ^�I I ILE I DD I(�:K S3 CARPET 9'-4" FLAT CLG. _,HALL i Cal W III o i EGRESS 25-SH O 1 ,� 2668 I '`�o ---------------- 8'-0" 1�4-1 1'3 4068 B.F. 0 r A �M S3 r 84 BEDROOM 4 U) 8'-0" FLAT CLG. � = O CARPET I I UJ CO M BEDROOM 3 8'-0" FLAT CLG. CARPET v Ln S HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) -1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18�X25j S.H. 13 20X38j 184X37i S.H. 14 20 X 501 18 � X 50 S.H. 15 20 X 63 18 J X 62 4 S.H. 16 20X72 184X714 S.H. 11-12 271/4X26 26X254 S.H. 11-13 271/4X38� 26x371 S.H. 11­14 27jX501 26x50 S.H. 11-15 27JX63 26X621/2 S.H. 11-16 274X72 26X711/2 S.H. 22 37 J X 26 36 4 X 25 1/2 S.H. 23 37 j X 38 j 36 4 X 37 3/4 S.H. 24 37 j X 50 j 36 J X 50 S.H. 25 371X63 36JX621/2 S.H. 26 37 j X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 734 WIDE S.H. 32 54 X 26 52 J X 25 4 S.H. 33 54 X 38 j 52 4 X 37 i S.H. 34 54 X 50 i 52 J X 50 S.H. 35 54 X 63 52 4 X 62 4 S.H. 36 54 X 72 52 4 X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" OA +29.7 / -30.8 © +29.7 / -39.2 +28.3 / -30.8 OD +28.3 / -36.4 �E +26.6 / -28.0 OF +26.6 / -32.2 OG SEE SN SHEET OH SEE SN SHEET � 40 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +34.0 / -44.8 WALL LEGEND MASONRY HGT. @ 9'-4" A.F.F. TYP. 2x FRAME WALL r INTERIOR BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR LIVING AREA 1817 LIVING TOTAL 1817 GARAGE 427 FRONT ENTRY 32 TOTAL AREA 2276 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED FIRST FLOOR PLAN B EXT FRAME 2 x R-1KRAFT FACED R-30 BLOWN -IN CONDITIONED CEILING (INSTALL BAFFELS AT EAVE) SCALE: %4"'=1'-0" GARAGE SEPARATION JR-11/R-13 KRAFT FACED (GARAGE /LIVING) 0 fl� Q (h C) � z o " � z N, V I- N z -2 vl `V w a n )Ow L/) r2, E c, m m �- m E ® W U 'o c m e 01 M sm N N N o� z _Z W 8MgZ w z ED a �LL �H a t� Z c5�tQ o z 9 E ° ! ML � 0 f Cb •. �� 0 Q e U" "I�M z c� O 00 10 P!+l169t� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. r_ O CID w Z cop Z¢ E � wo wo� z ym 0a z oa f- XO � ❑0U N¢� J <o 0a ww aJ L U) C ¢ Z y U m O BE Z z C/) gz 3 Q 3 g 0 �z U <o �3 a� w� >° o �P 0 a 3 c O a a) ^L1 W > .' O O O Q N n' m W 0 O 3co d7 O rn Ln T i. v./ (M O hi m Z� M N E c Z z E y `m c o E U _j Q p JOB NO: 19-5893 SCALE : AS NOTED SHEET NO. 1.0 A t i � MIRROR 755 OWNER'S BATH O N KITCHEN ISLAND 0 FO BATH 2 KITCHEN O <V CV KITCHEN INTERIOR ELEVATIONS n d a a z oNo O m ryq� O Q O Q v J M O_ N _ M z N N � V LL. W n n U � a O W F N c O t>•s U 00 d w � F— m E 8 _ U o °y Q t) 0 O! m N_ N w N V N O O N O O � LL ti 0 U W zNO, N LL Q flu 0 0 F E S S,0 �s����ll �\ f 11i1111t'��� 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. o O M M J z Oz S w z L Eu vj z woak > T z© O a t— K O a Q O U 0 K O E N p wo Q a z ttz L rp � J O Y y m m i o O 1 i> z C d cam w 01. ¢ uwi go a NW C-- oz = � =3 � c0 �z a �t za �3 C O O L /`) > L — o O O �.\ fn O 0 � v N ^1 C0 W C: 3 o r N O I O rn C%4 r r O CCM (\y o E Z O E O Z n E U -j Q p JOB NO: 19-5893 SCALE : AS NOTED SHEET NO. 2.0 rn i i1 : li Iw li 11-1Nil ,,Al� 'F�r� - �� �i i � , i �i I � IN (+1") 6" SMOOTH - TEXTURED BAND T.O.M. — _ HDR HGT_ — — — F.FL. _ _ _ _ 12 5� 12 5� 12 �5 24'-0" RIDGE VENT FRONT ELEVATION - B1 SCALE: 11,4._,.-0. --- T.O.M. Tn ---------------------------------------- HDR HGT. TEXTURED AV CEMENTICIOUS o FINISH ON C.M.U. oo 00 (TYP.) Fb 25 SH 25 SH ------------------------------------------------------------------------------------------------------------------------- F.FL. LEFT ELEVATION - B1. 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 FOLLOVVING VALUES, SEE ROOF PLAN — (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SO. FT. t� 0 � 0 Q Q F� c7 � z N 8 Z o a z Z :n a n' `o W LL Cn (� w fl 0 � Q w 0-' N C_-EN � U 00 m ,— o E — o g I 1I y U o U) • �0 ¢ 0 sm N �O -+ N v g a d d w z z 0? ra NLL ov ion a w LU Z C —� cn ®'fir • J �v� Z �,� �"~• Ci C4 • M 0 OF �e�� � I II To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. o co mQ w z CID. zo LJL Q E OV z ? 00 » aR ZO E (o X O oa � O E N L 20 Z. Q � z az ¢W = (a C - v O Y U �m m O 01 2 'Ez z co z O Q U O4� <.g ao a w? =G C=)O ozC u �F �� Mill ZG a OU3 0 O nL1 W /`J > O•- O .� 0 co U ° r1%1 _ O o r • T N O Cfl N N r ui m CD M N O o Z Z iri E m c a U � Q p c � JOB NO: 19-5893 SCALE : AS NOTED SHEET NO. 3.1 T.O.M. — — — 3 HGT. 1'-0" A. 12 5� 12 Z�5 T.O.M. 1-0"- —------------ HDR14 HGT. EXTENDED OVERHANG TO BE CENTERED ON DOOR TEXTURED o CEMENTICIOUS 9 op 00 FINISH ON C.M.U. (TYP.) 5068 SGD 25 SH 25 SH F.FL. 28'-0" RIDGE VENT 12 ­_�5 REAR ELEVATION - 61 SCALE: 1 /4"=V-0" RIGHT ELEVATION - B1 rf =1I General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION "G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA/ LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. a 0 0 M z N O ro Z J th to z ° o Cz fCS w n 0 � jr U O w F t/) o �N � N o �� r— U 00 d '— m E o 8 ® w ziy. j = a U o U) tffil ¢ 14 N �D -- N o� ZE w a �Z ai a�°Oo a w Q LL a Nz W �(v W V ¢ _ � is � z O a w rn o w p O _ c ° 90 G Ri Pq �N • � F U '%�/✓�����0FE SS\O;` /�t!ltlllltlt` 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. r— o CC) M o w z J Q E O V wo QQ� � ¢o zo oa f6 XOU U a� 0 OU Oz N (O Q% �o o ww U) c: Y U z N Oo� W O U W Q wLL C) ao a wF o Z =3 F c �O a za ° 3 2 C:) .N > d' L I`J — L O■ O �.\ O IZ U) ° v t\ T o T r T N C)LO .l. O N N r O M c0 N 7 O tq I\ 0 Z M Z E Q " E cn C d U J Q J JOB NO: 19-5893 SCALE : AS NOTED SHEET NO. 3.2 2' 1" iv co i\1 2" iv ao = CO v VARIES *NOTE: FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES 2" BUILT W/ STUCCO. EDGE OF OPENING 1'-10" r,N ^ "'a 12' CAP 1" RADIUS 3 1/2" RADIUS 1/2" RADIUS 3/4" RADIUS 4 4' 1/2" RADIUS 1" 4" VARIES VARIES C0 �C; CAP iv 1" 1" 0 M iv 22 , Jill 1 1/2" RADIUS VARIES VARIES SIN r Of 1" 1'-4" 1" 4" 3 4, MI7 � Ala f Ala 3 4".�--.r N�v r� Epp SIN 3.' r s., ��• 4 a 2" �` �p VARIES 12' ,,, ," 2 2 SINto C'7 32 11" 3' 2 1/2" RADIUS BASE `� BASE 4 N I I 12" *NOTE: VARIES $" 2" 3„ FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS, IF NOT, 1" DETAIL TO BE BUILT W/ STUCCO. OPENING VARIES 2' 2" EDGE OF OPENING 2" N 6 1'-6" 1" V-4" 1" r� 2a" zo 4„ 101, 0 N 1-1/2" THICK 1-1/2" THICK TM 211, 4 -I� - rl�m N 0) f 10" 6" (V 81 4" t" 2 I - CV 2" 4" 3„ 6" 2" 2" N W fr ? CO W �C 1-1/2" THICK 3z' 24" 'Ivt T SIN M 2'-4" 52�� 1 5" 52" 00 SIN iiir 3" N 2r io r 54111'4' � a" 1" 12 o VARIES VARIES Uj Q �M 1 i LA 22' • VARIES VARIES I 00 (° i �46" `° >1� ' N M • 3„ i Q 2 44' man IZ �11 i m KEYSTONE F11 b 4" GARAGE DR. OPENING 00 - KEYSTONE F11 LTIOOPTIONAL OPTIONAL 3" 3" 4" 3 4)' 4" WINDOW OPENING 4" a' NOTE: • INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 6" 4" CV CD R44r.. 2' A IE 2" (D 00 1 " - � et NOTE: •FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 3'-" 4" 3'-00" 4" 101, 1 4 101, 14 1-64 14 � O N 12 54"54" 2'_1.� Tf � 1'-4" iv N N T N co o M CO r 1" 1" R.70-, 12„ IN� C� GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH n� 0 L—R--- z N O z z �J M d ti M E3 N z a � V7 Y W � V O LU C E o � � U m m E2 E O S m � N N �o Z �Mm �� w W v w V ¢�a��A Z O �no¢� .^ inN �o V` E i r -{gyp. LL 4 W O U V F ❑ ❑ C 0 GV M 0 To the best of the Engineers knowledge, information and belief, the stural plans and spa cat ons 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. CD o w Mw M J m Z Z¢ � ILL- Q E vc� E J zo z >m Z® oa I— xo a¢ �ti 00 0 o CV <z 0 ¢o wz L� i (0 CY _ z U '0 0Ix Z ' ai J "m < aW Zz y � o� °5 g0 a W �0 a_ a 1K =� O WF �O x Cfl � zIa 00 00 3 0 .0 0 Lo ^L, W I`) > ■ - L 0 0 /"\ V) 0 <( C -C N m U 0 _ W O d" r 0) so r- I CDLO co") T T� CD 0 N M ai m CD N i» o z z E 0 m c Ecc 0 JOB NO: 19-5893 SCALE : AS NOTED SHEET NO. F1 ELECTRICAL SPECIFICATION 200A INDOOR PANEL CENTER NOTES: #14 copper t0 lights 8 outlets ELECTRICAL CONTRACTOR NEMA t #12 copper to 20 amp ckts 200 AMP MUST VERIFY WITH THE 10 #10-2 copper to SPECIFICATIONS FOR THE TYPE er #103 copper to Dryer OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR METER LOCATION PURPOSES. MO 2/0 or 4/0 SER Alu 200 amp 150 amp 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 corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET PEPF DUPLEX OUTLET ABOVE COUNTER �I@wP WEATHERPROOF DUPLEX OUTLET L GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET j WALL SWITCH $3 THREE-WAY SWITCH 24 FOUR-WAY SWITCH jR 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 e TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) Pe PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CO CARBON MONOXIDE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) e USB TELEPHONE/USB (OPTIONAL) FTq TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT 10 - ELECTRIC METER owl ELECTRIC PANEL 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 POWER CO. FEED INTERSYSTEM BONDING O TERMINATION PER NEC 14, 250.94 Bare Cu Ground 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. VERIFY METER LOCATION WITH BUILDER MAIN ELECTRICAL PLAN_ SCALE: %4"=1'-0" �� M < z N o — � S � g o d N M N a Q) a--+ .. 16 t6 w V w � N c E �OD = N o OD� UM '-U m T E — o g o U C v' ® Q Q soo N N _ � N Z ::: "o LY Zz w � y rny: LU U $ 3 Q' ZEE Z O cf)oQ'w o - C N Cc a��N� Q LLyE��p a N Q M W C O O U U E El M 0 CV 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. o � w z COu M o Z U- E Zo o0 �m Zo z® a Oca z oa I--- r6 K o �00 0 OU O °< o t to N J Wo < ww L cy Z m o oLL z J ¢ ° <Z Z z r) a 3 S g° fJ < a aZ it aLL Z �3 =r o Uj } ° a (fl st z< ti �3 c O 0 .N L > ■ — 0 0 U) � a c �� N a. n1 m U C: t\ _ W O T V co .T� Ln T r J.. CO � N CD M ci E N O w o Z Z E 0 a E :i m 0. v U J Q 0 c JOB NO: 19-5893 SCALE : AS NOTED SHEET NO. 4.0 ATTIC VENTILATION CALCULATIONS ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of vented of nted INof of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev ) required needed required soffit by upper needed ventilators Main 19.000000 2.000000 Floor 2276 2185 312 1092 78 546 561.0 285.0 276.0 (Zone 1) **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN SCALE: %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/ port►and 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 11150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. n n 0 S z J M � N W(A � M z ° � o _- CIVI L.L1L.0 Y n D- Ow �to � r~ o .0. � m w r E o g _* I c� 00 ¢ m � � M 6) N N ,'Ix rr a N4 N N ,Z Zr "' C o umZ NJ dD S 0 CV 7- 00 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code Residential 6th Edition. Engineer's signature and seal - is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. o cD C""oz J2 F w z LJLni E 0 z� `�� o� z 2 ZYZ rn Qa Z® O a F— o N r0 X O a ¢ i 0 < a z L woo Q Z �w m O ru (n C y m Oi Il Z F }z d '3 fl ' oa - zZ ao w w W a� r� x� 0o a u Y ao OU � 2I ¢ C O O N ^L, W > �> O O U) O m v I� _ W � 0 r co r m CD M N vi 1 o z z :3 E E '^ ca c cl U J Q a J JOB NO : 19-5893 SCALE : AS NOTED SHEET NO. 5.0 c C d 7'-1 5'-2$° 6'-0" 1. 2'-9" F1'$N H.B. TYP L S3 2'-6" x 2'-6" x 1'-0" W/ (3) #5'S E.W. r INDICATES FILLED CELL w/ 3000 PROVIDE Y2' x 9" N (2) #5 S o _ r I PSI CONC. GROUT FROM FT. TO W/ VERT - RECESS FOR FRT. DOOR 31/2" SLOPE iD STEPS AS BEAM (1) #5 REBAR rn TOP OF CONC.! PAVER TO BE 4" --� REQUIRED ABOVE SLAB TYP @ALL 0 0' PLACES SHOWN HOOKED FTG. BELOW FIN. FLR. 2'-0" 4'-0" 2'-0" 6'-0" 4'-6" 2'-6" PER FIELD CONDITIONS I DOWELS 5" EMBED W/ 25" EXT. I CJ ABOVE SLAB "GRADE 40 STEEL" ' — — ' — — — � CJ CJ r — : ■ ■ ■ ■ ■ ■ — — — — .._._ . .--.— r TYP — PROVIDE 1 Y" RECESS I I FOR SGD. REFER TO I HVAC CHASE I AHU — o S3 - I MASON'S SLOPE FOR ��� I WIDTH LOCATION i W.H. I' I "' - IL I I . . ./ I i� {�. . (2) #5 REBAR �3 1/2" I 32'-84" ` - 4'-8$" VERTICALS w/ in FILLED CELL L I — — 37'-52" 21'-24" 5'-4" S-8" 7'-8" :. 2'-1" -3112" SLOPE 7 4'-0" I G ; ; OPT. D I: 10 S3 CJ — ---- CJ CJ — .I... ' L===--------- -----' CJ I �� I I o r o ...... ■ : KITCHEN ISLAND ----'I r I CHASE I I I I ISLAND �� ': LOW WALLS o o 2-6'x2'-6 x1-0" I I I I. 1 I I' � S3 o W/3-#5 E.W. CJ L�—D—W�-------- N b G SINK w/ DISP r I I K r cn S3 N al{ • S3 I I o o ( r 23'-11" 2'-10" 4 14. { I; L? (2) #5 REBAR �Cj �Cj VERTICALS w/ in FILLED CELL � I CJ aIi I; .-.......-: I .- .......- .......- ..... T I10'_0,, 1 O :: I I :::::::: :.' .' .' ...' . 1 .: ........... : "' Bo I ■_ o II I co CJ CJ j _ CJ : CJ CJ I M 3-1/2" MIN 2500 PSI CONC 0'-0" /i/ I I11 SLAB OVER 6 MIL VISQUEEN ; VAPOR BARRIER PSI CONC. SLAB FOR ; / (3000 n I 1 1 -------�---------I-- HERNANDO COUNTY ONLY) I; — —.--- -------- -I--------- -I . . . . . . . . . . . . . . . . . . . •..• . . • . . . . . . . . . . CN . . . . » • » .. . . . . . . . . . . . . . . . . . . . 7'-2" -0" I. 3'-10" I. 4'-0" I. T-10" L 4 FOUNDATION PLAN. NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN -- -� LU z wrL CONTROL JOINT DETAIL SCALE: 3/4" = 1'-0' ;""—#5 CONTINUOUS ,�: ' ; ; : �" '•_ REINF. SEE FND. FOR QUANTITY -;°' #5 X 25" X 25" CORNER ' ' BAR ONE FOR EA. '• ' HORIZ. REBAR, TYP. .. ... U.N.O. *"Alternate: The reinf. bars shall be �. cont. around corner by co►d bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" r� r 0 M <- 2 N O � U z o J M � N M o � zC1 000 C/� Y w n a � o Q N c E U 0° m ` E o g ® W ul..., = U o • Ism Z W �N$ Z�::F iw z U)U) W ~��Ql�l6p11�'; t;° w Ch I CIJ :co 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 Bth Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. r— o M M d o w z Q U Q E o zo �o w >m Z� �® CU o o14 U a F W 0 O ° N o o Q Z �� y L Cl) C _ O 0r U w m °� Z r > Z fq m ¢ Z LU ca--n �� Kg a w =ti -) V �� oz aF =3 Mill!CAD o Z, }o a O 2 O .y > d' ^L' W i _ L O° O �\ O Q co C -0 N T Q CF) r 'r^ u T I CD N �+ r— ai 0 C7 N o z E 0 E cc c o U -j Q p JOB NO: 19-5893 SCALE : AS NOTED SHEET NO. 6.0 UPLIFT CONNECTION CROSS-REFERENCE 7/26/19 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 - 10d x 1 1/2" G H10A 1340 1015 18 - 10d x 1 1/2" RT16A 1380 1160 1 9-10d X 1 1/2% 8-10d H HTT4 3610 3105 5/8" ANCH. / 18 10dxl-1/2 HT74 2715 5/8" ANCH.120 10dxl-1/2 J HTT5 4350 3740 5/8" ANCH. l 26 10dx1-1/2" HTT5 3225 5/8" ANCH. /(28) 10dxl-1/2 K HD36 * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HD56 * 4505 3785 %" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N LUS26 1165/1070 ** 1005/915 ** 8 -10d x 3" JUS26 1115/1060** — 8 - 10d P HUS26 1550/3335 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 - 10d x 1 1/2" MTW12 1 1195 1005 14-10d x 1-1/2" S MTS16 1000 860 14 - 10d x 1 1/2" MTW16 1 1195 1 1005 14-10d x 1-1/2" T MTS20 1000 860 14 - 10d x 1 1/2" MTW20 1 1195 1 1005 14-1 Old x 1-112" U MGT/MUGT 3140 3140 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 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 1065 605 12-10d SPT24 1030 12-10d 645 555 12-10d X 1 1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS 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 + +) (B) (B) (A) (+ 1 OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (-). (B INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0,128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR k2 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 LEDGER (A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE T-0" ON A HORIZONTAL PROJECTION. NOTE: 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 PLANT SCALE: Y4"=1'-0" I U u`LJ) Q a n 0 M z N o m a z a z o_ o M u)(A z ^' o 0 oQ owe Cn C E w �N 0. o � U 0 rn ® w c E o � i _ d U o ¢ I low. N� .-.. N V�i N N O O N O Z W M N O I;n z U) LU �'W"•MN► rlet,, f111W �o To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal, o C J w z CIDz V3 J ¢ o SY Z 4 Lj— E Q Qoa r z 0 �o > m 0o �© F--' 0.¢¢ XO IOU O, C::.z (v � d L woo ¢ W z �w m J Z S U 'Iz F O Z F Y Z �00 a`3 3 Q ¢ z 0 a w W T U ¢ ao yz _ F �z r3 O O wF C9 �O a x CD za c O W /\\\JJJ > . — L 0 O �1 O ca C V _ O T t30 N CD I C4 0) N T ai m L M CN O o Z Z vi E O N E cc C d U -j Q pv JOB NO: 19-5893 SCALE : AS NOTED SHEET NO. 7.0 - - r--- --1- 1, t.. I - -- - -i -- I - GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9, Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads should be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load / . O Safe vertical load Safe horizontal load \ GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 8F44 1B/1T8F40 1B/1T 8RF400B/1T 81732113/1T FORM k GROUT SOLID ' J _ Y U 05 BAR CONT. 8F12-1 B/1 T O "V" LINTEL DETAIL SCALE = N.T.S. f SIMS Milli .9011�EIIMF TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY J Lll 81-16— B/1T a Z Z r tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL- ° HEIGHT #S EBAR .(1)RETTOP ALTERNATE POWERS IN 1) Q'D 1/2 Q CLEAR STEEL LINTEL d d d .M.U. #5 REBAR AT TOP 4- d MIN. (1) REQ'D ° Q 1-1/2" CLEAR o a dd d c GROUT n � p 5 REBAR AT Ir = — to w O BOTTOM OF z H a 'Lou O LINTEL CAVITY w rp "*—BOTTOM �craO� REINFORCING ¢ ¢ 'j CoZ 7-5/8"ACTUAL PROVIDED IN Z LL p E n 40MINAL WIDTH LINTEL (VARIES) Lu a U) Ln X MATERIALS cT pr�Tintels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fig = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) D D 1#5 REBAR AT E Q Q AS INDICATED 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications O 5'-10" LL O O 4'-6" LL 4'-6" LL O 6'-6" LL OE MIN. 1 T-4" LL 5-10" LL LINTEL PLANT SCALE: %4"=V-0" d "L I Q O 0 Z N O W Z � o rl � t� z o lL �1 Y LL1 �- LU O. V � a O w Li c E �tJl � wa U m rn wwig� ) = Z-)o U)0) tffil M s N N U) Z W O N Z W ~Zl'BA,a�a w ai LL" % 14� .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 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 'c CID ¢ w Z C7 M U_ E m o 2 W O Z¢ Y m < a. E: O ru r6 CL � o¢ Z 00 o¢ IrmL O E ON az °ao W 0 aZ rZ C: c ¢no i z 0. U 0 m0 01 Z Y Z N 3 Q n Z Z go Q � 0< ¢p a H� o� r� CD a F �o 0 .N ^L1 W I`J > �N- L O O �1 LL O co U L ca r1i r r ro r L0 N O T T 0) cM N o m Z M Q N E Q Z m c 0- y Ei U � q p c JOB NO: 19-5893 SCALE : AS NOTED SHEET NO. 8.0 wil i W v x cc 0 - o 0 0 - rn 00 M rn I rn x m rn a a v v ra 0 0 J M 00 L0 I rn 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 CHR MATED COPPER ARS ENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERA L CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVE S HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS RE: FBRC R308.4 R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES, 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. I EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Yz INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAID) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1. 3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th 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 TR11-14. 1.2. DESIGN: 1. 2. 1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 2. 5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ed. (2017) AND FLORIDA BUILDING CODE 6th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1. 3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. AL N F P L 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 1.2. 2 UNIT WEIGHT OF REINFORCED CONCRETE: 0 CED 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2. 1. 9. SHINGLE ROOF TOPCHORD: 7PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2. 2. . SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ed. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3. 4. 1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-I-P CONCRETE NOT EXPOSED: 1 y„ GROUT FILLED MASONRY: 4„ 4. 1. 7• WELDED WIRE FABRIC (WWF): ASTM A-185/A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4. 2. 1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 4. 3. 3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. 4. 3. 5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4. 3. 6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15132" EXP 1 OR 7/16" STRUCTURAL 1 U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. _ SHEET METAL ACCESSORIES SHALL CONFORM TO : Fy 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4. 5. 3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131" 10d = 0.148" 12d = 0.148" 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION, 4. 5. 5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4. 7. 7• THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ed. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1'-0" of the building side wall. 4. FBC-R R318.7- To, provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC-R R318.1.5 - C ncrete oyerpo 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 exteror vertical chemical barrier must be installed after construction Is complete, Including landscaping and Irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by licensed before be issued. a pest control company a certificate of occupancy will "The building has The certificate of compliance shall state: received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 6-0" 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 (V = 140 MPH) TYPE: 56 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 1 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. I 0 0 V N M Z O S o � Q J M W U) ° z7 n' o V! ( LL Y W d o .0 JL W Ln c o Ln ws m d W � 8 I . �s C) $ L" A d I • ®Q r0 sin N �O Y�i N Z o,,a3c+tr�zz U) � J Q �llli� I-M i •i t { tl a LU ^� zIL LW fir* _. co •;a rn N I e C7 (V0 r r�' ) qt 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. o Cl) �2 W Z M J 11 Q E O 0 s Zo o0 wj < � >m <R Z® oa Q ni CL O o< <Z o �� z �J ra Cy - c <� �oZF omo f >Z w 3 0m 0 �0< �0 z a T aZ a mw o � w wa >O aF V- is °3 c 0 0 ^L1 W I`J > _ C:)■ 0 i� U) 0 QC a cc � m L N ~ 3 r ca . � CN I- r LO T C\I N r CD 0 C~7 (V CD o Z Z c ui E Q y W c IL U _j Q p JOB NO: 19-5893 SCALE : AS NOTED SHEET NO. SIN �-r - _ -F 3 C v 0 0 0 h M 00 Ln I x m rn p co S M I rn aa) v HE i 3 Q O i a it 0 0 C J y N 0 U O a: 0 a U J t N M 0 0 5 d rn 0 0 w 0 0 N CORNER OF HOME GARAGE SIDE J ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE w 15/32" CDX J a PLYWOOD OR 7/16" OSB RIDGE LINE 140 MPH 0103 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. EDGES & 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS 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 7/8' 5000s 1.811.7 wood panels Two 3/4" wood panels or 2 x — 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2x _ + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) ° Filler blocking # 1/8" gap ° FILL CELL w X STD.90° CONT. #5 HOOK BAR STD. 900 HOOK r BOND BEAM BOND BEAM STEP SCALE: N.T.S. INTERIOR/EXT WALL SEE SIMPSON MGT IL w/ (22)10d NAILS TYP. GIRDER TRUSS - CONT. #5 BAR 2X TOP PLATE 5/8" Q #5 CONT. THRU FROM BOLT FOUNDATION � TO HIGHEST BOND BEAM PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. } Small gap 2" min. 2" max. � 4 max. 4 Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4 Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. g required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVINGY" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Under cuts. N.T.S. -Under 2nd floor column w/ Inaris N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building 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 ill H C G 000 IF U) 5'-0" STUB -OUT FOR 1'-0" 0 9 0 GAS METER 0 o � U o N 0 • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "*ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY"" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2 X 12 @ 16 O.C. 19-3 (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Load bearing walls higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : for vertical load transfer 01 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 De th End Intermediate ® BCI5000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000s® BCI6500s® 9-1/2" 11-7/8. 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d LC SIMPSC w/(22)' NAILS T TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION AIN. 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 �/ Provide adequate bearing Use 10dx3" nails at 6"o.c. for all joist for each lapped joist. blocking panel *Non -stacking walls Squash block) —10d nails SECTION INT. BRG. WALL require additional consideration.- 2x4 minimum Bearing wall, Versa -Lam LVL or N.T.S. Glulam Beam MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) p (see table below) DO NOT cut, notchT; or drill flanges ` ��- 79 6,� A 1 2° ROUND HOLE MAY 6�� 6�� DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Yz" 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" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1Y ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. up to 3 to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Jc A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) Nail with 10-10d nails. III I Install tight to top flange. SLEEVE THRU STEM d �. /1 I�\ SEE PLAN FOR °• a . • FOUNDATION INFO 4 4 STEM FOUNDATION \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements (7 0.6 X Joist depth I -JOISTS BUCKETS N.T.S. GRADE • .a 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 PLUMBING LINE PVC OR SCH40 SLEEVE PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION q a a PVC OR SCH40 SLEEVE �—PLUMBING LINE .d A • c'a : a CD A SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'4' PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATIONFl- 4PLUMBING LINE .a d ° °a. A na G -III —1 a s G o .. Q �I 1 I I I- '' I —III— a T_III�, . Ill�lll� a SEE FND. PLN. SIZE & REINF. 79 6,� A 1 2° ROUND HOLE MAY 6�� 6�� DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Yz" 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" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1Y ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. up to 3 to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Jc A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) Nail with 10-10d nails. III I Install tight to top flange. SLEEVE THRU STEM d �. /1 I�\ SEE PLAN FOR °• a . • FOUNDATION INFO 4 4 STEM FOUNDATION \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements (7 0.6 X Joist depth I -JOISTS BUCKETS N.T.S. GRADE • .a 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 PLUMBING LINE PVC OR SCH40 SLEEVE PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION q a a PVC OR SCH40 SLEEVE �—PLUMBING LINE .d A • c'a : a CD A SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'4' PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATIONFl- 4PLUMBING LINE .a d ° °a. A na G -III —1 a s G o .. Q �I 1 I I I- '' I —III— a T_III�, . Ill�lll� a SEE FND. PLN. SIZE & REINF. M N M V pp z N O z C, M o JU) a l� _ 'V'Jll � jr T Cn Y F w g FJ a Q r— N r~ E o �N = 2 E 0 8 = W, = U 'o 5� c U) 0 ° ®0 Q q sm N N v�i N O M O� U)2 O N 2 w z Z U) W �M�z 1j, N &Z 05 W Z, *P W..,aN� �`L�•• .off 1-1 t"" To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. o C.0 M J w2 w Z U_ E cd-ca. zo -0 » <k z® E ca I— 6 0.�< aZ� KO ❑a W. 0O 0 0� N <O ww W C v , O maw O Z� � Non W a ¢� o Sao 5°_ a U 1k o _ w �O >M a .J co M 003 2 C)0 nL1 W /`J > CD . — L 0 O 0 Q CIO C N I_ 10 m o C: Tco M T_Y T— , T CN C r ai m CM N r- a z z ei E Q ur E B `m r_ a U Q p JOB NO : 19-5893 SCALE : AS NOTED SHEET NO. SN 1 s ti FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP.) VARIES / 5/8" OR 1/2" HIGHS' STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER -J CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <_ 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE (1) LAYER TYPE II (#30) (2) #5 CUNT. ON 3 6 x 6 W1.4 x W1.4 N UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH > 4:12 LD a (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT -I 11=I i �I I I=1 m ° D I I -III -I I I -I I C) ° FOR ROOF PITCH 4 12 OR LESS I-�-I I �I I I ! I_ _J I-�I I L=I I r a ' quip I 1 �I 1 I D •Ir PRE ENGINEERED WOOD T.I I_1 I 1 I ° TRUSS @ 24 O.C. U.N,O. I I :-I 1-111=11= I 1-111=1 11= HURRICANE ANCHOR EACH @ �-III„ I��I I- �Ih1�11I�I TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION /-SN1 SCALE:3/4"=1'-0" S3 FOR ADDITIONAL SLA ELEV. VARIES B - INFORMATION. ALUMINUM DRIP EDGE ALUMINUM FASCIA N.O. 2x SUB FASCIA EE SOFFIT 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 1611 O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. ,/r �r -lv/r �r 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1!2"HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (UNO) (OR „ GYPTYPE „X„ @ s BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .... EACH END (WHEN PARALLEL) ABOVE GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ ABOVE) CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH SIMPSON SP2 w/ STUD BELOW TOP PLATE STUD BELOW (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12) 10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR EXTERIOR OR SHEAR WALLS AS HGT. < 8'4'. (2) ROWS 2x BLOCKING @ 3rd PTS Tx3/16" PLATE WASHER (TYP.) WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6". SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS "SIMILAR , T FOUNDATION ONLY" SIMPSON SP1 w/ (10) 10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE . 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE ELEV. 0'-0° OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL A.F.F. O.C.) 21' x 6 W1.4 x W1.4 ATTACHMENTS 211 6 x 6 W1.4 x W1.4 0 31/2"MIN. 31/2"MIN. WWF OR FIBERMESH \ WWF OR FIBERMESH ��I ELEV. 4-3 1/2" OIL z D a a A.F.F. U_ • e. a- IN IIIIIIIIIIII,; 113A I I__' 1/2"(min.)-4" � D e. a a I1 �1 r�'31/2"(min.)-4„ D a N c --r rt- a • _ - • p - 31/2"(min. - 4" 111=j1(I 11= 31/2"(min.) - 4° �l�l I - -III I I �I I I- _ -1 I -f I I 11=1TI-��III-III III -jjjf'jj�I''(((IIII �I I I I I I =1 I III (2) #5 CONT. 4„ 1'-4" 8" (2) #5 CONT. l--q g U.N.O. MIN. U.N.O. MIN. TYPICAL BEARING WALL STEP 0 SHEARWALL C TYPICAL BEARING WALL @ STEP rCC "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=1'-0" S3 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C SHEET LOAD BEARING OR INSULATION PER FBC AND ENERGY zov U 8"x8"X16" KNOCK -OUT EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT NOTE: BLOCK W/ 1#5 CONT. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE SECTION C/S3 FOR FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER SIMPSON SP1 w/ G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 8" C.M.U. TYPICAL BOLT INFO. 5/8"xT "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" PLATE WASHER TYPICAL 3RD LAYER 1/8"THICK. K.O. BLOCK (10)10d NAILS (IF NO UP LIFT ON @ 24" O.C. VERT. OR 2x P.T. PLATE -,,-TYPE "S" MORTAR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD SPACE ANCHOR FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (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 w a NOTE:EXTEND WWF OR - DECO FINISH 4" to 6" "FIBERMESH"W1.4XW1.4 BELOW GRADE � .E ' c ' L Roll-,D r D T = 00 - 6 MIL VAPOR z BARRIER ; p �r 4 �_ - • • CV COMP. SOIL. a T (COMPACTED TO 95% TTTTT MODIFIED PROCTOR I I ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP, 1'-4" (1 STORY) STD. HOOK (SEE U.N.O. 4 " V-8" 2 STORY ) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" Q-1,/) OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS O.H.D. RECESS � Z M � .a TII I I I e. 4" 'I II II �..� •t '.• ' SEE A/S3 OR J/S6--11111 I I I I I1111 I I FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SIMPSON SP1 (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] BOLTS 6 MAX FROM SPACED EVENLY 2X PT PLATE #5 REINFORCING " w/ (10)10d NAILS N FIBERMESH WEEP SCREED INSTALLED BAR w END OF 2" x PLATE TYP. r 2x P.T. PLATE PER MFR INSTRUCTIONS w D ASSUMED FINISHED E #3 OR #4 REINFORCING BAR U GRADE y D D ' _Z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a ° _ a D FINISH GRADE [GRADE 60 MIN. Fy-- 60ksi] a Z ch -0 D • 25" MIN. LAP [30" MIN. LAP] =11 1-I MONO OR STEMWALL ° g ri - I I� I II I II 11 I I TI D • FOOTING MONO SHOWN o - I I�=1 I W '- - ° FOR CLARITY D D _ _ _ ___ 00 O° 6 MIL VAPOR BARRIER =I I (I ( D ° 11=1-I LLJ I 1=1 I-_ R 1 7/8 I I -1- -11 I LT[ 11 #5 REINFORCING BAR I_III=III=III_III-III= -1- = z III -I (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) G E 6x6W1.4xW1.4 - WWF OR FIBERMESH r 0. I MI II-1 I V I I= III 111=111=111=' III=III=III-III=III-III= ? III D • I-�-III �I�_,�,III� #5 LAP SPLICE (2)#5CONT.- NOTE: �f llllll,,,11-III,,,11- D D° 1=III-III=1=1 I=1 I t J1T- I a ° 111=1 1=1-111=1-III I III 11-IZf 1= FOR BEARING WALL I= I= I =1 =1 = I- COMP. SOIL. (COMPACTED TO _ _ W/ UPLIFT ONLY - - - - - - - - - - - - - - -_= 95% MODIFIED PROCTOR ASTM ' �I 11-I I H 11=1 1-11=1 I 1=1 I l 11=III=III=III=111=111=III=III=III=111=1 1=1 11=1 1=1 11=III=I 1 D1557) 1 1 hIT_hI II �,I I II hJTI= -III=1 I=1 I -I I I -I I I-1 I RIM111 -III-III=I I I=1 I I=1 I I=1 I I=' ' 4" V-4" =TI-IIII l l l 1 1 1 1 1 I-III-III=11 FRAME WALL TO C.M.U. WALL CONNECTION rD� TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" GRADE 00 • -(1) #5 REBAR w/ OPT. DTI f-I 11=1I I =1 11-S.QREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS d (V ' Cl) N.f T e. 00 SEE A/S3 OR J/S6 ' -I I I FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 ST 2 RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. Q3 ADDITIONAL INFORMATION. SEE TYP, WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0� _01, CONT. BEAD SEALANT � Q INTERIOR -3 1/2"' a CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB 4° 0? c ° r co MIL VAPOR _ �' = BARRIER - I ' =1 11=1 I -I11=1 11=1 I I= _III,IIII ,III,,,I 1 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE: 3/4"=V-0" S3 „ 36" MIN. LAP [36" MIN. LAP] (ON 33" CHAIRS 81 8„ 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS F WALL W/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 VARIE FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 1 1/2" RECESS FOR WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN S.G.D. (U.N.O.)�7 AT 24" O.C. MAX. x FOR TRUSS SEE PLAN FOR CONNECTION INFO , e TOP OF BEAM & LAYOUT DESIGN ° - -- SEE ROOF PLAN -° °.: ° ° a ° (2) HTS20 FOR STRUCTURAL -r E T=I I=1 11=1 1-T I °' a 111� BEAM SIZE & N ' CONNECTION INFO co I _ •III PLATE I 2x4 #2 SYP P.T. FRAMING w/ 7/16' I MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 - g O.S.B. z ATTACHED PER NAILING FOR REINF. INFO. w SCHEDULE OPTION #1 COLUMN LOCATION '� SEE TYP. WALL SECTION FOR ADDITIONAL Q � J 6x6 P.T. #2 SYP SLAB INFORMATION. Uj Uj w ABU66 SLAB STEP & RECESS S.G.D. M SCALE: 3/4"=V-0" S3 ,) GARAG 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS COLUMN TO PORCH SILL MASONRY WALL AND AT 8" O.C. PAD FOOTING E ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALLEXTEND FILL CELLS 6 -- W/DRYWALL SCREWS @ 8"O.C. ATTACHMENTS TO FOUNDATION PAD _ 4 INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. `;= ' ON FLOOR PLAN SIZE VARIES PER PLAN Cl)CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS 00 K GRAD a ° ., FILLED SOLID (SEE PLAN FOR = _ _ = a 6 x 6 W1.4 x W1.4 N SIZE AND REINFORCEMENT) c� = I ° ° °• ° = =III=III=_I' WWF OR FIBERMESH r z � w-III- III -III -III- w M 1= n- w to 4-4 1=111 11=1 1=1 1= z BRICK PAVERS or SLAB PER p o _ -III= • • °• _ _- _' - z_ 9 COMMUNITY SPECS " - - a = _ -- 0 -0 FIN. FLR. \ v/ SEE FOUNDATION CONC. PAD INFO. CD12 TAPERED COLUMN FRAMING SCALE: 3f4"= 1'-0" -I -III-III=111-III -III-III- FOOTINGLU -III III -III -III -III -I I i III -III -III_ U II'''llli=111lllllll=illl ,,ll =III -III- BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 _ •III PLATE I 2x4 #2 SYP P.T. FRAMING w/ 7/16' I MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 - g O.S.B. z ATTACHED PER NAILING FOR REINF. INFO. w SCHEDULE OPTION #1 COLUMN LOCATION '� SEE TYP. WALL SECTION FOR ADDITIONAL Q � J 6x6 P.T. #2 SYP SLAB INFORMATION. Uj Uj w ABU66 SLAB STEP & RECESS S.G.D. M SCALE: 3/4"=V-0" S3 ,) GARAG 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS COLUMN TO PORCH SILL MASONRY WALL AND AT 8" O.C. PAD FOOTING E ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALLEXTEND FILL CELLS 6 -- W/DRYWALL SCREWS @ 8"O.C. ATTACHMENTS TO FOUNDATION PAD _ 4 INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. `;= ' ON FLOOR PLAN SIZE VARIES PER PLAN Cl)CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS 00 K GRAD a ° ., FILLED SOLID (SEE PLAN FOR = _ _ = a 6 x 6 W1.4 x W1.4 N SIZE AND REINFORCEMENT) c� = I ° ° °• ° = =III=III=_I' WWF OR FIBERMESH r z � w-III- III -III -III- w M 1= n- w to 4-4 1=111 11=1 1=1 1= z BRICK PAVERS or SLAB PER p o _ -III= • • °• _ _- _' - z_ 9 COMMUNITY SPECS " - - a = _ -- 0 -0 FIN. FLR. \ v/ SEE FOUNDATION CONC. PAD INFO. CD12 TAPERED COLUMN FRAMING SCALE: 3f4"= 1'-0" -I -III-III=111-III -III-III- FOOTINGLU -III III -III -III -III -I I i III -III -III_ U II'''llli=111lllllll=illl ,,ll =III -III- BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 0 -0 FIN. FLR. \ v/ SEE FOUNDATION CONC. PAD INFO. CD12 TAPERED COLUMN FRAMING SCALE: 3f4"= 1'-0" -I -III-III=111-III -III-III- FOOTINGLU -III III -III -III -III -I I i III -III -III_ U II'''llli=111lllllll=illl ,,ll =III -III- BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 a COD � z N o FMM 00 z o � J th d N N _ FuU7 Y w o oQ •0 w 2N c E �N � � o v Co LJ T o g g... ! cu i0 0 r sm N N o= I v�i N Z LU 2g^9zoo �� 1- ,.a LU d =LL-= LU �. (0 •%. G 01=ESS`\`1 ltfiplllt4�C� 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 �, M o w Z � E 0 =o tz rm Z® o a XO oa .0 �� O CV t ¢z o ¢z a z i (j C _ . �m p o� Zz >Z rn �� Zz o z son 3 0§ Z �w O oLL J Z < F �3 F } O a x rD 5 U3 = O 0 L ' o .> O ,.-. O co 0 0 m v N � _ n1 W o TTT V, (CU ■TT� L.A T LO 04 C'4 r hi O M N j O o Z (4 z N E O a E U J Q CC 0 D JOB NO: 19-5893 SCALE : AS NOTED SHEET NO. S3 (MONO) 12 �\E;P) SEE ELEV. ISIMPSON SP2 w/ (12)10d NAILS AT EACH STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY WALL IS 1 1/2" MAXIMUM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" J TO DRAIN 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. Sl� SEE TYPICAL WALL SECTION 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 2xCONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3)10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER + F STUD W/ (3)10d NAIL PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD Ell 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 F, 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC, FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) —ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. EXTERIOR WALL WALL CLEAN -OUT q SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE STEEL AND GROUT F LL 8 16 BL 12 (TYP.) TYP.) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED ^' U x8x OCK SIMF�SON SP2 w/ (12)10d / I IIII I'-J�� I IIII NAIL AT EACH STUD / DOOR OPENING DOOR OPENING 1/2 EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C 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 - -' 1 ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT rD SCALE: N.T.S. S4 SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA, STUD MOISTURE BARRIER 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED W/ GROUT REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW g L MAIN SPAN ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) S4 KNOCK OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT a a d a 8 STD. 90°HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 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. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4. FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE J J Q T W T O FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR-----_ GARAGE DOOR ROLLER CONNECTION ASSEMBLY .., GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. d 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. SF A�Npo� �N 2x CRIPPLES @ —� 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90' HOOK IN K.O. BLOCK VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8"ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. SCALE: N.T.S. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE - a a d THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON a DOOR STOP 5PSPN516Z w/ (12) 16d NAILS d - MOLDING TOP 2 ROWS 10d @ 3" O.C. (14 V2 x 6 P.T. ° GARAGE SPLICE NAILS TOTAL) EA. SIDE OF DOOR 48,, SPLICE STAGGERED J-BOLT TRACK BRACKET vvvn i nn�,r� W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON V-4' (1) (2) (1) (2) (1)LSTA30 4'- 9' 1 (2) 1 (3) (2) (2) (1) LSTA30 9' -16' (3) 1 (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: 54 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. O� { SIMPSON HTT4 TYP. Op �R U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. 10 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL d °a a ATTACH ALL J EXTERIOR STUDS W/ 4 16d TOENAILS TO P 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 J SIMPSON C SIMPSON SP4 SP2 P.T. ATE a TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS / LINTEL SIMPSON SIMPSON SP4 SP2 .r NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSC SP4 FBILOCKING RUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS EACH END w U v? a 2x TOP PLATE/r `n 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. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL j SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° o ° • HTT4 w/ (18)10d NAILS (3610# SPF) ° o • HTT5 w/ (26)10d NAILS (4670# SPF) o ° DTT2Z w/ (8)1/4" x 1 1/2" SIDS (1835# SPF) ° o ° HDU2-SDS2.5 w/ (6)1/4" x 21/2" SIDS (2215# SPF) HDU4-SDS2.5 w/ (10)1/4" x 21/2" SIDS (3285# SPF) _ • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SIDS (4065# SPF) • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) • HDU11-SDS2.5 w/ (30)1/4" x 21/2" SIDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT 9 • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8"EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A,T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT HTT / HDU TENSION TIE rN SCALE: NTS S4 SIMPSON SP4 2X TOP PLATE OVERLAPPING 10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE a 1 ° 2X8 P.T. BOTTOM P TE 5/8"xl0" "J" BOLT @ 24" O.C. MAX. C SIMPSON (MIN. (2) PER BOTTOM PLATE) C SP4 a 2X8 P.T. BOTTOM PLATE D 5/8"xl0" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ROOF TRUSS ABOVE /- 2X BLOCKING �(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY • K.O. BLOCK W/(1) FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. C MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING o o1XIBEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY— SIMPSON J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R SCALE: N.T.S. S4 SIMPSON HGAM1( W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (� 1 /4"x2 3/4" TITEN TO CMU SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS BACKNAIL w/ (2)16d NAILS SIMPSON H10A w/ (18) SIMPSON SP4 w/ (6) 10d x NAILING SCHEDULE FOR TOENAIL W/ (2) 16d NAILS SIMPSON H10A w/ (18) „ 10d x 1 12" AT EA. 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 2x4 1 12 AT EA STUD USE BACKNAIL w/ 2 16d NAILS 10d x 1 12"AT EA. SEE STRUCTURAL NOTES ( ( ) SHEATHING DETAIL OUTLOOKER OUTLOOKER SP6 FOR 2 6 WALL USE @ 24" O.C. NAILING SCHEDULE FOR OUTLOOKER TOP CHORD SHEATHING DETAIL 24" O.C. @ FOR SHEATHING DETAIL BLOCKING FOR X. •' FIRST FOUR; - ROWS OF 45° ± 24" MAX. TOP CORD BLOCKING 45°± 2X4 CONT"L" BRACE TOP CORD BLOCKING TRUSSES @ SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2)10d 3" FOR FIRST FOUR ROWS EDGES OF 2x4 CROSSBRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" 0/C. CMID HEIGHT OF TRUSSES @ EDGES SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF 72X4CKER OF SHEATHING TYPICAL TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2x8 SYP#2 "L" BRACE TO48" O.C. EACH JOINT W/(3) 10d AT LEAST 90% OF WEB 0/C. • EXTEND AT LEAST 90% OF MAX. & (2)10d TOE NAILS @ 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT H2.5A w/ (10) 8d SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROMLSIMPSON 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" CHORD CORD ATTACHED W/ (2)16d TOENAILS 7 6 ATTACHED OSITHROUGH 1 SHELLS NAILS 6" O.C. INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ @ w/ GE EDGES AND 12" O.C. FIELD 2x4 PANEL BLOCKING @ 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) � O.C. FOR THE FIRST (4) FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE ROWS OF TRUSSES FROM @ 48" O.C. MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED EA. END TYP. TOP & BOTTOM ATTACHED w/ (2 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT 6'4' INSTALLED PER MANUF. 16d TOENAILS PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 10dx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"x21/4" TITEN @ 4'-0" O/C ALIGNED WITH 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"x2 1/4" SCALE: N.T.S. S5 SCALE: N.T.S. 55 TITEN ON OUTSIDE BACKNAIL W/ 2 16d NAILS SIMPSON H10A w/ (18) x SP8 FOR 2x8 WALL) SEE STRUCTURAL NOTES — AND NAILING SCHEDULE FOR SHEATHIN DETAIL 2x4 OUTLOOKER @ 24" 4" MAX. O.C. (OPTIONAL - SEE ELEVATIONS) DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT W/ (2)10d & (2)10d EACH JOINT W/ (2) TOE NAILS @ EA. END 10d & (2)10d TOE 2x FRAME WALL (SEE WALL NAILS @ EA. END SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD END TYP. TOP & (2)16d NAILS BOTTOM ATTACHED 48" 2x BLOCKING W/ (2)16d TOENAILS 2 4 11711 0 TOP OF P NE SIMPSON H10A w/ (18) 10d x 1 12 AT EA. OUTLOOKER 2x4 OUTLOOKER TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ 24" MAX. EDGES OF SHEATHING TYP. /- "L" BRACE TO EXTEND / AT LEAST 90% OF WEB LENGTH (SEE TABLE) �GABLE TRUSS 1/2" CDX PLYWOOD OR �7/16" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD —2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1063" @ 4" O/C (2)16d NAILS' x N A L SIMPSON HGAI OKT w/ (4)1/4"xl 1/2" BLOCKING, FASTEN WITH SDS SCREWS TO TRUSS & (4)1/4"x3" 10dx3" @ 4" 0/C SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12)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. S5 SCALE: N.T.S. 55 -REFER TO DETAIL J ON SHEET S5 FOR X-BRACING, AND TOP r f N " Cn N O SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR 10d x 1 12" AT EA. OUTLOOKER 2x4 OUTLOOKER @ 24" 0/C TOP CORD BLOCKING FOR CHORD BLOCKING _ `° °° SHEATHING DETAIL FIRST FOUR ROWS INFORMATION `° OF TRUSSES @ 11 1/ 2"x4" CROSS BRACE 24" MAX. EDGES OF -WOOD TRUSSES APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND • 2x4 RAT RUN BRACING % EACH JOINT W/ (2) ; AT LEAST 90% OF WEB AT 24 O.C. ON TOP OF 10d & (2)10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 TRUSS SPANS NAILS EA. END @ GABLE TRUSS ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING OSB SHEATHING ATTACHED OS CDX PLYWOOD TT 7HE AT EA. TRUSS JOINT " " x 4 LAMINAT N W/ 1 3 x 4 LAMINATIONS W/ 1 ROW LAMINATIONS W/ W F (2) 2 NATIONS ()ROW () 2 () (3) 2 x 6 LAM 0 S (2) ROWS 0 @ 48" O/C FOR THE (2)16d NAILS " W/ 10 NAILS 6 O.C. d @ 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS FIRST (4) ROWS OF TRUSSES FROM EA. E ES AND 12" O.C. FIELD 0/C w/ (2) 16d (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4112") OR EQUAL "I (D = 0.207 , L = 4 ) OR EQUAL END TYP. TOP & JACK TRUSS TOENAILS @ EA. END NOTES: BOTTOM ATTACHED SEE PLAN FOR 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 CONNECTION MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" 0/C (2)12d TOENAILS EXT. WALL CONN. @ COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON —LOAD BEARING LOCATION B.U.C. SAME NUMBER OF ROWS, SAME SPACING) ) SECTION rq_-� -4- SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS ("8� ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SCJ S5 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)10d PER JOINT IINIMUM 2x OVERLAP TRUSS BRACING ;ROBS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES SEE PLAN FOR WOOD TRUSSES 10dx3" O/C OCATIONS TOENAIL 6" O/C @ RUNNERS W/ (2)16d TYPICAL (2)16d PER NAILS JOINT L- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL 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 all 1, II II m \ f `° �I 11 ° ` ' Il a °II ° �� . ° 11 11, `-CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. `MINIMUM (2)16d PER JOINT \-- MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)10d WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) 0 Z W BRACING w/ (3)10d x 3" AT • EACH CONN. @ 24" O/C SIMPSON HGAM10KTA w/ (4) MOISTURE BARRIER 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" BOND BEAM TITEN TO CMU nt--- MASONRY WALL 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" O.C� TYPICAL GABLE TRUSS WEB --- SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE 7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5, CONTINUOUS BOTTOMCHORD BRACING 2X4 MIN. INS �Il�iiei ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. NON — LOAD BEARING LOCATIO� 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" - 3'-0" T-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) /-GABLE TRUSS -1,VI1 1. DC/11111Q1 GABLE END BRACING DETAIL SCALE:3/4"=P-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS LTOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" Q.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 SCISSOR TRUSS 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 i f C=D a r t M N O o z VJ M � N _ M o Phi Y LU o ® a • j s .W N E N TT O g� `V M USmink r— T E o g i moY' C) o 0 • 4m N N V�i N O � � ItA W ai c o'er zz W a� � ca 3 in c Z -o 0 0 E 1 o LL S U ��,�� �••°' 4v ,0 RO F E S s0e \N�� f/�IttE€{ltt% To the best of the Engineer's knowledge, information and belief, tha structural plans and spa cations 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. r- a M JZQ W M o LL CO- E W O Z Z O O E U f� r6 CL ar ❑a 0 0< N r0 h a� �� XZ Ww W2 y- @ Q Z2 z o y mgO OM >z <� �Z 0 Q LL <� a �z 0" _� o Y >0 a CO 5 0� C O O Vl ^L, W ' > ■- i 0 0 0 v� n' m° 0 I _ W O c f ■T� � O C� � N r r ci .L CD 0 M N o co Z 0 N i E 0 Z m d E U .j Q p c c JOB NO: 19-5893 SCALE : AS NOTED SHEET NO. S5 3 c 0 0 0 rn t2 M 01) 00 I i m CD 0 0 0 M 00 Ln I rn c m v 0 a 0 O. E F2 E 0 _ C c J N N 0 15 U 0 i a 0 t7 0 0 0 d 0 0 0 W 0 m 0 N 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL UNACCEPTABLE INSTALLTION , ♦ DOOR JAMB (REFER TO PRODUCT P.T. TO PRODUCT TO PRODUCT PROPER INSTALLATION MAX, 8 ` DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. x 1 X 4 #5 REBAR (TYP,) 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d 4 „ ix4 P.T. FURRING 3/16"� X 3" LONG FURRING (2) ROWS 3/16" x 3-1/2" FURRING #5 REBAR ` AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD @ O.C., 2 ROWS STAGGERED 3-1l4" LONG X 3l16"� TAPCONS (TYP,) TAPCON. INTO TAPCON @ 16" O.C. & 4" STAGGERED @ 16" 2X8 ` ' BLOCK@ SPACING �� 1 DETAIL 1x8 P.T. FROM EACH END w/ MIN. O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH 1X8 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL 1x8 w/ (2) ROWS 8d NALS �� 3 DETAI L STD. 90^ ` �'I TD. 90° HOOK (TYP.) @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. FILL BOTH CELLS HOOK (TYP.) FACE NAILS 1Od @ TRUSS VERT. WEB 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER METAL SEAT PLATE TAPCON @ 16" O.C. & 4" FROM TO PRODUCT DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL NOTE: LAP SHEATHING TO EACH END W/ MIN TO PRODUCT DOOR JAMB (REFER 2" EDGE DIST. 0OIST T PRODUCT APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" ` TYPICAAND APPROVAL FOR CONN. x 3-1/2" TAPCON @ 16" (2) ROWS 3/16 x 3-1 /2 O.C. & 4" FROM EACH 1x444 " — J / TAPCON 16" O.C. & @ END w/ MIN. 2" EDGE DIST. FURRING NOTC (a) FIRST COURSE SIMPSON HGAM10KTA @ 12" O.C. 4 FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ +2„ ' - wl (4) 1/4x1 1/2"SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8L INTO BAND JOIST & (4)1/4"x2 3/4" T1TEN INTO K.O. BLOCK 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O-C. 3-1 /411 DETAIL +5" NOTCH WEB AT FIRST 2 COURSES E \— BUILDOUT @w OVER SIZE DOOR -WINDOW ROUGH OPENINGS(CC FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T,S. �s SCALE. N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK no SECTIONFOR UPLIFT CAPACITY 1 STRAP W/ 114" x 3 1/4" TAPCON (1 1/4" MIN. A -A _ 16010 #FOR 2 STRAPS FILL 1st 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX ;: SOLID W/GROUT 2'-0" 8" 1 PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. &BUCK SIMPSON HM9KT w/ (4)114"x1 1/2"SDS 1/2" DRYWALL _-- ._ * IF TRUSS SC2 PLY INSTALL SIMPSON GT2(w/ ( 6)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) ;.: •: 2 x 8 45" DIAGONAL (4)10d NAILS INTO LEAVE A CUTOUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION 4 ' 7/16" OSB CUT HOLE IN O.S.B. FOR TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER RECORD FOR BUILT UP PLWD. BUCK ARCH PANEL POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. I FURTHER INSTRUCTIONS. SCRIBE NOTCH ()FACE BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8OVERRAN OF ARCH W/ (3)10d NAILS AT EA. END RETROFIT TRUSS DETAILCONNECT L-—]f W/ 8d NAILS BRACE/ BLKG.2 N.T.S. x 4 SOLID BLKG. FULL WIDTH OF WALL BTWN. OSB INSTALL WDW. SCREW ANCHOR A ( ) ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER INSTALLATION DETAILS A 4" MIN. OF BRACE BRACE 2 X 4 #2 SYP SCAB TO SIDE OF FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO 2'-6" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED W/ 3 #6 X 4'Y2" WOOD ) () " DOUBLE 2x4 SCAB FOR 2'-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 (2)10d NAILS @ 8" O.C. ARCH DETAIL 4' MAX. RAD. (1) SIMPSON(CENTERED) w/ IMPS N 1/ k°�FRyq� TO TRUSS TOP CHORD USN. AT 16'I O C + ` FNGT , �„ 5r �11 1 - - SCALE: N.T.S. SS 12 + + y PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24 O.C. + + + + BLOCKING AS INISH FLO ° 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED > o o 4> „ EMBEDMENT INTO ) MAX PER NAILING SCHEDULE ALL TO SUPPORT TRUSS #5 BAR BLOCK HEADER �1/4 SOLID BLKG, AT TOP BTWN. ARCH „ 2 0 8 (5)12d NAILS SIMPSON + + SOFFIT + °D ' 10, ° ° ° � CENTERED W/ °� 9 H IN TOP 1 X 4 FURRING BLKG. & BUCK 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS 2X4 SYP . , e EACH TRUSS . P ° C:) o KNOCKOUT / N —� CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 8 DIAG. BRACE B 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ CONNECTOR � MONO FOOTING _ D ° ID x VERT. BRACES WHEN HGT. OF 44,9- TAPCON AT EA. SIDE (3) 12d NAILS SEE LINTEL SIZE AND REINF. PER PLAN AND SECTION DETAILS -I BRACE EXCEEDS 24" BUCK (1) WITHIN 4" JACK TRUSS PROVIDED BY SCHED. - o LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 N CLEAN FILL ° ° 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT DIRT p Z TO BE INSTALLED 00, 000, 2 BUILT UP PLWD. BUCK - PRECAST LINTEL ° STANDARD q o 90 HOOK N 4'-0" MAX SEE PLAN SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4'Y2" WOOD FOR OVER HANG FILLED CELL- 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. T-0") BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL T MAX. RAD. WALL USE (2)1/4" X 31/2" TAPCONS AT 16" �, INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. ,,: ,,. �. o o „- �. o a r- �. �. SK ANCHOR INTO ARCH BLKG. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-e ARCH DETAIL K SECTION @ ENTRY L SECTION @ ROOF EXTENSION M REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" = 1'-0" SS SCALE: 3/4" =1'-0" SS SECTION DETAILS SCALE: 3/4" = 1'-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5"MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR SIMPSON HTT4 w/ (18)10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2" ) BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER "SQUEEZED" W,W.M, AT PERIMETER 1/2" NAILS TO STUDS & (1) - COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION #5 BARS ALL THREAD ROD > z #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS PER ANCHOR 9 ga. PANEL ) T IN. 3"CONT OCCURS TOP WITH MIN. 3" XIE EPDXIED w/ SIMPSON "SET" EPDXIED o IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS, THE SAME SPACING ( REINFORCING COVER 6'-0" EPDXY MIN. 6" EMBEDMENT & < SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL ( EVERY OTHER F'F' 3" MIN. EDGE DISTANCE FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP U- v NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° O THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL p P"—* o�-�� a A REINFORCING AS FOLLOWS: SEALANT Y. r=�L a a 1 PLACE LOWER HALF OF MORTAR IN BED JOINT, DO NOT FURROW. ':�`';'.:�;;;':;� C ° �—I I — Pam"—' H � v , #5x6 EMBEDDED INTO PRESS PANEL REINFORCING INTO PLACE. `'. . ,` 6 MIN. LAP SPLICE W/ , i �_� z ?�. g EXISTING FOOTING (2) #5x6' IN CONC. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL SMOOTH. DO NO FURROW. REINFORCING PANEL ° ° I � `V FILLED CELL DRILL 3/4"4" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP GR A DE o p ,rr� _ SET BAR IN EPDXY G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: ° CV q `' ` REMAIN FREE OF MORTAR. z_ H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. T • o ` �-10 TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° 4" SAW CUT SPACES, REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ' (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE 16" MIN. COVER EA. WAY WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 /� SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. u� \,LFLJI c� 0 D z N O Z W N Q o z Q Q a o Q) � o 1 l LL 0 rrjj--�� Vi y T L.0 O ® a C1 .0 w N U 00 2 e 0 3 = II U Cn • ®0 0 �m N N v�1 N o� o � N o w Z_ z -tog LU ai 9 i�i'.cw i a Z C \►U►) o LL ".;tu QiN.... CEO V � S 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. A CD CID w z M l - Q S � os aQ E o co _ iQ w= M8 X U Z® UO Z U C:)M (V O ¢ a z o 0 < 0 ¢ d z 1- rp C:O ❑ ZZ Y U (=/J OJ m 0 p O 1 Z C,) U, �m <� Q W �� ZZ d() Q p¢ LL �W 3 w� �o c0 z ¢ a 2O ^L1 W o O O O Q C11- C v N rI a)m c O _ o r LO r N O y m M o Z Z c E OQ N (D E - vi � a U � 'ap JOB NO: 19-5893 SCALE : AS NOTED SHEET NO. SS I 3 0 0 n a M t i m L co 0 0 0 J 00 I a� Iu v 'x a N v E E x L v _ _ J Cn q> ti U E a 0 i 0 0- 9 cz 0 M a' 0 O a 0 v 0 w rr 0 m CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. Cg 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Dg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS 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 PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - ^ CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. , '---Z-WOOD TRUSS -J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE 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 WOOD TRUSS T SEE ROOF PLAN � SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT O OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP, Y'A TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER USSES HIP SIDE OR BOTH IF REQ'D) rz G.T (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM * * 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"0.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC. MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL a@ INTERIOR BEARING 3 SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT i, VARIES 2X4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d TOENAILS TO TOP PLATE & (2) 12d END - NAILS TO TRUSS BOTTOM CHORD 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 c MIN. 2x4 #2 SYP P.T. PLATE °. W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE 16" O.C. MAX. INFO. ° SECTION @ ENTRY K8 SCALE:NTS SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INFt SCALE: NTS (2) 2x8 #2 SYP w) O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY MASONRY WALL 4 SCALE:NTS >IMPSON HUC410 w/ (14) SEE PLAN 6d INTO HEADER & (6) FOR CANT. Od INTO BEAM - SEE 2001` PLAN FOR MORE VFO SEE FLOOR PLAN FORlo COLUMN SIZE & BASE OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SC EDULDE/ON 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 O. 0 SEE PLAN FOR CANTILEVER IF INDICATED CORNER SEE FOUNDATION PLAN FOR MORE INFO 5" i� 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 a@ FLOOR CONNECTION 22 SCALE:NTS SCALE: 3/4"=V-0" SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. GABLE TRUSS i��ii��i►IiZ�L, (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 a, (24) 10d X 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS a COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE �2� SCALE:NTS EXTERIOR ATTACHEDI 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 a@ ENTRY FRONT WALL SCALE: NTS 2x4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED w/ (3)10d 7-PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION 1F 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. SIMPSON LUS26 w/ (8) 10d NAILS OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 41/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF rg SCALE:NTS LOW ROOF/WALL---{ SHEATHING ATTACHED\ PER NAILING SCHEDULE 0 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/—J 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 l G� O 0 V M � N z o N 'L Q z a d N E3 M U) Z � (ax }� Gn Ynp W n U o a OW �N � U m 2 E O 8 ofw zi'.. 1 = U E; N fil a � - O 1 O N N Z � oar o w z Z U) _ Q y v N Z W rn. k a 10WLU Z Bit110d WLy���l Z �` � � t4 • t�- r'• S E Q .0 • AROFESS\O%_�\� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. r_ o M z3 W z M o 4 a E O U zo wo `z >m z® on (C4 ¢ o cWi &� ZO 0 04 w Z N L Q ❑ z W� m i o z C 0.Y U Nm 0 1 Z , Q W C'nQ) Cn J ¢ ° gg o � z dO lua p LL I� m W ;o o< co 0 a ° �O 0 d' ^L W .> o O O .-. O U CN ° U ~ 3 o •T r Ln N 2 O � Cfl rn N e- T ui co O M 04 a m � Q N j z z E Q m ro a U Q p JOB NO: 19-5893 SCALE : AS NOTED SHEET NO. D1 ^' ^ 10 WEATHER JE BARRIER & IARILY SECURE WEATHER RESISITIVE BARRIER TAPE (ASSEMBLED WINDOW ) HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weat THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING - DO NOT FLASH OVER BOTTOM NAILING FLANGE NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOK UNDER DECKING ED FLASHING (SEE DETAIL WP07) 8 Z SELF -ADHERED FLASHING WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING - 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHERPROOF CAULKING SECTION -A (SEE DETAIL SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) 0 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING PATCH 8 2 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 O SELF -ADHERED FLASHING 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 �v (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) V SELF -ADHERED FLASHING INSIDE CORNER -►(Ground Lo IO �O Water Resistant Barrier Lath Sheathing Stucco 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 asO# 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 E v ° AM 1 SELF -ADHERED FLASHING ° Foundation Wall SELF -ADHERED FLASHING ° a 3" MIN 4 , ru•�onuv�a rL_r�an(rv�a O i' � � 5 , SELF -ADHERED FLASHING SELF -ADHERED FLASHING ' DECK JOIST I OUTSIDE CORNER i FOUNDATION WEEP SCREED PLASTER STOP - CONTINUOUS BACKER - ROD & SEALANT A NOT USED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH _ WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER LEGEND SELF ADHERED FLASHING (SAF) o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH ^\ PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS QSS�SS STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH Cement Plaster in accordance With ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing -Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all U� O 0 Z N S m o Z v Q J M d N _ M z ° lL GX w o � Q .O 'm w cN ry o �N o U 00 d LL, ® rn F- m E 0ZE; 8 xlv O W a 0 O sm N N Z U) o t d w Z III gM_Zo U) n o a w N LU a > rn� W 0 a c n Z O O �'oa3 g A ��o U) :2E LL rn O c4 A W a O rj U O N M O To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. o Cam-) w Z Cl) zo lL E zo �Z Zm Q� Iz E=- 0 CIO Z OU z W,1 o4 0U (6K _ O<Qz U ¢ U p Q 4 ZC:) z � � (C IamoW U Y U N 0, Z Z m Q W 2W W 3 0¢ go sZ U � w � a� a �F �r O oz ¢ =3 0E- � o Cno CID C' w zla i; 3 0 O > d' L > CU � O (1) O C0 ,C v m C h _ W O TTr 0) '^ V, T T T tea/ � N O co ui N 3 C:) v; I o ? Z e O cc a U _J� Q p 41 JOB NO : 19-5893 SCALE : AS NOTED SHEET NO. W P . f r March 20, 2018 Re: Wood Construction Connector Compliance for 2015 International Codes & 2017 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 Establishing Loads of Joist Hangers Previous versions of the IBC and FBI required testing to oomply with ASTM D1761 Test Method for Mechanical Fasteners in Wood. Both methods determine a connector's allowable load as the lowest of thefollowing; 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 tested 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 Criteria for Joist Hangers and Sirrlar Devices 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 loads 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 budding departments under the 2015 1-Codes and 2017 Florida Codes continue to accept code reports shoving compliance to the 2012 and 2014 editions; respectively, until July 2018. The information in this letter is valid until 613=018 when it will be re-evaluated by Simpson Strong -Tie. Please visit www,stronotie.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 dwfBDW Engineer, Southeast U.S: Branch Page 1 of I Simpson Strong -Tie Company Inc. 2221 Country Lane McKinney, TX 75069 Phone: 972 542.0326 Fax 972.542.4139 wirsro stronatie.com CU C a) U Q O O C6 - '� U C� E � 0 U 0 O O � = O = 0 U_ CU O C- 4- > Q '- E 0 L 1� (� O�- z O O r� V 0 U 0 O V/ co La ca Z W Z Z Q J a. SHEET NO. PA 1,0 A3 FL17244.1 z ESR-3455 A23 FL1044fi.2 ESR-2808 HD210-2 FL17232.3 ESR-3445 HU210-2 FL10856.4 ESR-2549 HD212-2 FL17232.3 ESR-3445 HU212-2 FL10858.4 ESR-2549 HD216 FL17232.3 ESR-3445 HU218 FL10856.5 ESR-2549 HD216-3 FL17232.3 ESR-3445 HU216-3 FL10858.1 ESR-2549 HD26 FL17232.2 ESR-3445 HU28 FL10856.3 ESR-2543 HD28-2 FL17232.3 ESR-3445 HU28-2 FL10856.4 ESR-2549 HD410 fL17232.4 ESR-3445 HU410 FL10856.9 ESR-2549 HD412 FL17232.4 ESR-3445 HU412 FL10858.9 ESR-2549 HD610 FL17232.4 ESR-3445 HU610 FL10858.10 ESR-2549 HD0410 FL17241.7 ESR-3444 HUC0410 FL11468.11 SIM200804 HGA10 FL17699.1 Evacuation Report HGA10KT FL11470.4 SIM200803 HGAM10 FL17699.1 Evaluation Report HGAM10KT FL11470.4 SIM200803 HHCP2 FL17238.7 ESR-3448 HCP2 FL10447.2 ESR-2551 HTA18 FL17680.4 Evaluation Report HETA16 FL11473.5 SIM200802 HTA20-18 FL17660.4 Evaluation Report HETA20 FL11473.5 SIM200802 HTT18 FL17324.2 Evaluation Report HTT16 FL11496.1 ES-0130 HTT45 FL17324.2 Evaluation Report HTT22 FL11498.1 ES-0130 HTW18 FL17244.8 ESR-3455 HTS18 FLt0456.22 ESR-2613 HTW20 FL17244.8 ESR-3455 HTS20 FL10456.23 ESR-2613 HTW24 FL17244.8 ESR•3455 HTS24 FL10456.24 ESR-2613 HTW30 FL17244.8 ESR-3455 HTS30 FL10456.26 ESR-2613 HTWM16 FL6223.2 Evaluation Report HTSM16 FL11473.11 SIM200802 HTWM20 FL8223.2 Evaluation Report HTSM20 FL11473.11 SIM200802 HUGT2 FL8223.3 Evaluation Report HGT2 FL10456.18 ESR-2613 HUGT3 FL6223.3 Evaluation Repo PRODUCT APPROVAL SPECIFICATION SHEET (2018) January 9, 2019 the information and approval numbers on the building components listed below Kf the will be utilized on the As required by Florida Statute 553.842 and Florida Administrative Code 9B•72, please provide g y construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures 1. EXTERIOR DOORS A. SWINGING ThermaTru Firber-Classic and Smooth -Star {NON -IMPACT) pL204g1,1 +67.0l-67.0 psi ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) pL204g1.g +87.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL204g1.g +87.0l-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20481.14 +67.0/-67.0 psf ThermaTru Classic -Craft and Benchmark FL15225.1 +67.0/-67.0 psf ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67,0 psf ThermaTru FiberClassic, Smoothstar, ClassicCraft, Rustic FL7640.1 +87.0/-87.0 psf B. SLIDING MI Wintlows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-00.0 psf PGT Series 5570 FT.251.10 C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (8X7J FL15279.37 +30.0l-32.0 psf Clopay Building Products Residential WindCode Doors WS {18X7) FL15279.53 +30.0/-30.0 psf Clopay Building Products Residential WindCode Doors 11v6 (8X7) FL15278.85 +38.0/-42.0 psf Clopay Building Products Residential WindCode pours W6 (16X7) FL15279.102 +37.0/-41.0 psf D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single &Pairs of Doors FL11537.1 NIA (see inst sht) 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.0l-55.0 psf PGT Series 5500 FL239.7 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.0l-50.0 psf C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.0/-40.0 psf PGT Sedes 5520 FL243.9 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A PGT Series 5500 FL261.1 N/A E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A B. SOFFITS Alside Solid arid 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 15IbfeltUnderlayment FL12328.6 N/A C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A Florida Metal Products, Inc Vent RV10 FL21580.3 N/A Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A Boral Tile - Saxony 900 FL7849.18 - FL7849.20 N/A F. METAL ROOF Gulf Coast Supply &Manufacturing, LLC 0.032" Aluminum GulfLok 18" wide roof panel FL11651.2 R3 N/A 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A All American Shutters &Glass Galvanized Steel Storm Panels FL17869.1 NIA 8. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A D. MATERIAL Cast -Crete Corp, High Strength Concrete Lintels FL158.1 N/A Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A e time ofinspection of these products, the followin information must be available to the inspector on the The products listed below did not demonstrate product approval at plan review. I understand that at th tim p g r p 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. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE I � 9�,ii- i i.udioiu-�t liliwirrtwiwiil1i nt�mi:, r�irr,111 1 I, 1�T �I Ji Kill '� lltss Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 08 12/12/2018 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pager 3of a 12/1212018 FloridaDepartment of Business & Professional Regulation eg Building Codes and Standards Product Approval Application Dfrtall P.w+ d, lrormla Florida Department of Business &Professional Regulation Building Codes and Standards Product Approval Application Detail P.g., sir 1 +vm+e �e+� t V -0 O L Q CU -r) (IVY � j� � i1 =3 CD U `v � /L� L O y,L O O LL /� ICU O vJ T-t v /11 L �✓ ff'7ttt O U) a, - (n W > O ^ ,C291 Entity or l2N1 2eb Date Pendlns 2& I= Version Manuhdturer Contact Enpinear&Licence Yelldaked By Validated Submltted FBCAopmval Aooroved U NA Revision 2017 Therma-Tru Corporation Rick Wright Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 10/152017 07/12/2017 1OM82017 12/122017 Approved Category:. Exterior Doors (419) 298-1740 PE-43409 (813) 767-65M Subcategory: SyAnging Exterior Door Assemblies dckw(Miwbldgeonsutiams. Compliance Method: Evaluation Report from a com Florida Registered Architect or a Licensed Florida Professional Engineer FLIW4644U Pmtlucts Quality A-urance Approvetl forUn A-vedfor Use inspect Design 9eo9 Protlud Model. Number or Name product Deseddion Contnet Expiration Date In MV44 Outvltle NVHZ $gyjgsgaj Pressure 1 a. Therma-Tru Flber-Classle and Smooth -Star Nominal69;6 &quotNon-Impad&qud; Opaque 12/312020 No Yes No N/A Co ipoafe Edge Fiberglass Single Doan (Inswing/Ou lwArig; X configuration) QA EneN or Qg(q 2a Date Pending Lgtq im Venlon Manufaduror 1so.PSra92 Enpinaer BLlCencs Validated By Validated sanminea FBC Approval A,,,,,g $mgu, Revision 2017 Theme-Tru Corporation Rick Wright Lyndon F. Schmkd, P.E. Ryan J. King, P.E. 12/132017 12/132017 12212017 02M312018 Approved Category: Exterior Doors (419) 298-1740 PE-43409 (813) 767-6555 Subcategory: Swinging Exterior Door Assemblies rlckwarwbldgcunsutlahts. Compliance Method: Evaluation Report from a com Florida Registered Architect or a Licensed Florida Professional Engineer - Quality As urance Aooroved for Use Aooroved nor Use Impact Design 9aaa Product Motlel. Number or Name Product Do -lotion Cordnct Exorrffiion Dab )g, Outside HVHZ Resist t Pressure 1 a. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6M9;e &quoi Von-Impact&quot: Opaque 12J312021 No Yes No WA Composite Edge Flbergass Single Door pnswinglWtswhg; X.darmguratlon) 220 Enter lab lab dam.l�m lam 1111112 Vamlon VGIMGWd am& RavWon 2017 TMrma-Tru Corporation Rick Wright National Acuad8allon& Ryan J. King, RE 1=0/2017 092112017 I2Q2 IT Approved Category: OMrbr DOOM (410) 2WI740 MMnagarlent Institute (813) 767-M SubC&bgwy: Sa kVft ExbrW Door Assemblies +klavQrwlrldpconsmdarlte. Compliance MMI d: Confiscation Al or Lusting com F61P1oduces A■�d,a[l[u Approved for ties )� Ian A2u � J P- I a. &gWI;cWgmof Cmft&WAl; W 8qu rtSenchmark by &a and W Opaque and (teased FlberyWs Dos, with 17A1rMi No Yee No WA Thermo-Tm6t And WithoutSideAM. hawing snot Cluttering LAPHIZIS-PAO lad! li0�L.1N lam tier! Iamb 20 LM VAMIMmKgdmww En. a Licame,Wlkhdd Bar =aw" Stagnated F&C Ampmeld Approved• RevUbn 2017 TMrme-Tin Corporation Rick Nhtht National AopMlGlkn& Ryan J. Xing, P.E. 12f2=17 =12017 121222017 Approved CoWeory: Exterior Doom (410) 298-1740 Manaperrant Inotlhtha (613) 7876555 iscora atent SubCa4garr SwaghgEssencEssence DoceAswnblies rid.WQnYba COaggaam,M 9 x CertlBptlon Moak or Laeg oom A .Uft llM grt(pp lag IBA p� 5 a. &quetSmoW SWr!l and &"Ot.Senchmmu k by GM and 8A Opaque and Gad FlDergWs Door wk2021 h 12/31No yes, No WA Tm he*-Tru&quot and w�i8aut8Maass. Ismailia and Wearing T. enna7ru.Fber-Gessic and mo Sar Nominal 9;0&quof oMmpact qua; paque 1 12020 o Yes No N/A Composite Edge Fiberglass Single Door (Inswln tswi ; X cadl unction 6 F. Thenna-TruFiber-Classloand SmodtrStar Nominal $M9;0&quotNon-lmpecMquot; Opaque 12/312021 No Yes No WA Composite Edge Fiberglass Sing[. Dow onwAng/Otdswing; X configuration) 9 I. ThennaTru Fper-Clasic end Smooth -Star Nominal 88139;8 &quolNorrlmpacf&qud; Glazed 121312020 No Ves No WA Composite Edge Fiberglass Single Door (Inswng/pdsWirg;Xconfiguratlon) 9 I. Therma-Tru FDer-Classic and Smooth-S*r Nominal 6W9;8 &qudNon-Impact&qud; Glazed 121312021 No Yes No WA Composite Edge Fiberglass Single Door 0naving/Outsw ;:XeonB uration 14 n.Therm&Tru Flber-Casslcand Smooth -Star Nominal 0W9;0&qu0tNw Impact&quok Glazed 12/312920 No Yes No NIA moi l Single Dow s%Mhdge g;X:configwatlon n. er-. ss a mna qu on - mess o es Composite Edge Flberglass Single Dow (nswinglOutswrg;:XaolOguretlon) I Florida Department of Business & Professional Regulation P.P I d I Florida Department of Business & Professional Regulation F.P I d I Florida Deparldnerd of Business & Professional Regulation pag.1 & 1 Florida Department of Business 8 Professional Regulation Building Codes and Standards vermle Building Codes and Standards V&2018 Building Codes and Standards !Artois Building Codes and Standards + 6rmle Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail FLINLUZM .Go& Embtar go lam Does Farallon talk RSiSSaiBra 29& E Wor 20 dam labs lam FLINS 7:B4 lads EmlraLer go go IabP■tll■ lam - - Crode anew or Cam am DEW paricanas 21M mm Martina Manufacturer, 99do LWImLi.Li- VedaatedBy Maud" &&mtlld EE&.AmmYtl Apormibd Ebgb =vas Yam■ bloc Contract anw� A.LbM Validated By ywid" EWmtlWt FBIi.A■rmfsl AeraterrW am & boa Mmlm fiestissim Coma an, mucaLka as Validated8, YABdod EWmWW FHG.ADWWM A■ro"d &mab brte Minim Menubatum Carried EsalmeocE.Lil.ros VaildoOdBy V.1d&ba &Wmad FBSMADDMVM Approved $mlW Review 2017 MI Windare and Dons Caegory: E46rar Doom Subcategory: Shang Exterior Door Assemblies CompIMMa1wd: Evaluation Report from a Saint Sam" Luis Roberto Lomas Steven M. Uact1, FIE (717) 3665300 PE62514 (717) 317.845A bWrQwQmkvd.can 091132017 011/112o17 08/1sall 10M02017 Approved RevWw 2017 ice Vendovm and Doors Csftg : Exteror Doom Subcategory: Sliding Exterior Door A Compliance Matld:Ewuation Report ft. Bma Stanger Luis Roberto Lomas Slow M. Udch, PE (717) 3853300 PE-62614 (717) 317.8454 bsBMporQMw.com 081132017 08M 1/2017 081162017 101102017 Approved Revision 2017 MI Whole" and Doors Cabeay: Esion or Doom 90cry: Exterior Dom AssembliesDSMperQmkvtl.ce Comptionae MoWAd: Evaluation Repofrom a srao SMogar Lids Robalo Lomas Sawn M. Urkh, PE (717) 385.3300 PE62514 (717) 3174HU 08/13MI7 081112017 08115=17 10/1012017 Approved Revision 2D17 MI N&ldo" and Doom Calepay: Extorter Doom 8pm•ogp: Sitting Exterior DoorANanorles Compliance, alAaiotl: Ewlcetbn Report Irons a Brent SMriger Lute Roberto Loans stews M. Urlcti, PE (717) 3854M PE62514 (7M 31741454 be95ngerQmiwd.cam W132017 08111)"1? OB/162017 1011=7 Approved Florida Registered AraNaat or a Licensed Florida Processional Engineer Floado Registered Architect or a Licensed Florida Profaalomi Engf*er Florida Regalerod Architect or a Licensed Florida Professionel Engineer Florida Registered Ardtlted or a Licensed Florida ProMslonsl Entilnsw F1.011533241114 Products 930LA Approved for 692[madmWM IM919 Rehm FLI"$UI.PA Products 91m1bLanumm A ... all far Use Amsmrsdfor It" Ins" EMbg OudW Agaursuaree A Aogrovadfor IN* lm■Fi Re" It Quasar, Assurance A Apo Im■ot RIWn EffiE coselmort Broomall.QNa In NVZ OubkWHQZ Rnhftd Prtaer■ Asia.& Preduelredw. Nm.ibw tNesra In HVNZ (eZ Ime■ 7 &erg& Product ModsL Nbe aor or Noma l3,tdaEffi mlEllZ SamltlellYtli tin l9merat ears& ProduelMoaat.NuuhworlWns laH1dZ ! Pressure3 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SW REINFORCED OXO 12/3112018 1453/4&qu04dm&gwt No Yes No WA 4 SERIES 420 ALUMINUM SGD REINFORCED SERIES 42D ALUMINUM 8Go REINFORCED OX, 12131rmi8 XO, XX 956quotiasil No Yes No WA I SERIES 420 ALUMINUM SGD SERIES 421)ALUMINUM SW OXO 124512018 145 MIliquotX8g&qud; NON -REINFORCED No Yee No WA 2 SERIES 420 ALUMINUM SOD SERIES 42D ALUMINUM SGD OX, XO, XX 121312018 96&quolpre6Papiot MON40NFORCED No Yes NO WA Florida Departnerit of Business & Professional Regulation Page I w 1 Florida Depaftirrefrt of Business & Professional Regulation P.w 1 or I Florida Department of Business & Professional Regulation Pap.1 d 1 Florida Department of Business & Professional Regulation Fags I of I Building Codes and Standards 11=18 Building Codes and Standards +/wine Building Codes and Standards srtola Building Codes and Standards 1/5rm+e Product Approval Application Detall Product Approval Application Detail Product Approval Application Detail Product Approval Application Defall LSD RM Era& or !erg 21h pate Pogroms lam 2110 EmbLor lam dam Date Pending Ilea m sea+++. 291111 Bull c[ sans 201 Date Pogroms lam ! 29& Etvft RFA!t dam Do* PWWWA !ark loge Vendors M lamas Efteb�.aLkaWe Matltl■da, MNitlesd fluttilaYd FSCAWMi A --mind Am& boa MMsion IImIffim■ Corded ErdW albs Vend.rd0, YNWNd &sttmad FOCAwmnl Aggrtlbd Abdo mm Version HissighoM Calm Lnglmaor&llam MaEOmtidBy Ikgdod Automated F&C Aoar9iel AW-W &main bons version ftmm cot E &N9� ValidatedBy MtatlabII &NkooA FIND Aggrieved ADmiand AN" Review 2017 Clopay BWkWQ Products Company Mork Westerfield Idertek Toatag 8wvloes NA, Gary Pflrohler I Ir2 "17 OBMOIM17 12MSM17 AppovW Revision 2017 Obpey Building Products Company Mark West~ Inher Toting Swvlcas NA, Gary PNenler 11/Y912017 OW10IM17 12105r2017 Approved Rl"Won 2017 MI Vdridowa and Doom Saint Stenger Lute Roberto Lomas Sawn M. cacti, PE 08/132017 =111=17 09/152017 10MO/2017 Approved Revision 2017 POT IMu biam Dean Rlwk M ISA408da BCCO - CER M aMWU* BCCO - VAL 12202017 112mi 1, 12252017 Approved Category: Exterior Doom (513) 7704M Inc. (513) 5194M Category: Exterior Doore (513) 7708062 Inc. (513) 51945Bts Category: Exterior Doom (717) 9853300 PE62814 (777) 317.845/ Category: Exterior Doom (941) 488-0100 (788) 3162580 SuhCatagory: 8ec*mf Exterior Door Assemblies Complana Meal": CsnBkadai Mork w Usft rmvsear6Ndedolmyaom epd>C•tagp+Y: 3edloral Exharior Door Asaemb8es CcmpBona Method: Certification Mork or Latino rrlvvesharAatdQdouy.caru But+Caapory: Siding Exterior Door Assemblies Compossoa Math": Evakatlon Report Boo a bedkgaQniwd.tan arbCssopory: Sadinp Extorter DaorAaaerrlbllas Cp+gP+l•r1p• AIAIIod: Grtlllceeori Made or lamp dmorlrQpgtledustrhas.wm Fill527 E$E. Ft116279.N6 Prod+rte Florida Registered Ardi&ed a a Licensed Florida Proawlonat Enpimw QmNW LAWI�1'd Ag�.jor Aooroved for lee !m■Ig lad■ 91YatLAWa■fd AgQY4Ya0tg!!!! Approvedfor!side! IaNm Alta! Am■kbNVNu lm■9t glum &la& In HVHZ labafalildiz 1 Erteerlrt Elea& Pro3rtModN.MirmbarorNtenlo Ie.illmi outside HVHZ ! Pressure &!Yi lnmaZ o�rebl0alz l Pmmlrt 37 037 VVS-W PM$FI51; 84A, 94, 73, 76, 1SM. 190, 76, 76V, 4RST, 4RSF, 8RST, eRSF, 2RST, 48. 42, W, 488, 420, 556, GD5S, GDSSV, GR&S, GR58V, AR88, ARSSV, 8teat Pan (min. 25 go.) saao-Ca (up to 7o, Wwo) 05212m WINDCODE&9174; W5 Goatee Door No Yes No +30 PSFl-32 PSF 53 053 V008 PAN-2F153: BM, 94, 73, 76, 1500, 190, 4RST, 4RSF, SRST, 6RSF, 48, 42, 55, 48B, 428, 55S, Go e, GD58V, GROS, Wait. ARSS, AR68V, ED5S, ED5SV Sant Pan (min. 25 ga.) Double-Cor (9'2' a 16'0' ON21=28 wide) WINDOME&9174; Wg GAmgo Doerr No Yes No +30 PSFI-W PSF Awl 5 SERIES 420 ALUMINUM SOD REINFORCED Quallho Anumseas Product coesdntl.n ComsretFao4Atlorm DssA SERIES 420 ALUMINUM SGO REINFORCED XXX 12131,2018 Approved far Use Aggrand for UsekEw In t9tilZ Ouaka xyNz Resistant No Yes No psalm Pggagrt WA 10 SOOS570 "T" MaNa aipoct) Vinyl Sitting Glass Dow W14=1 Yaa Yea Yn WA ED58, ED5SV 143&qud;xMMqud; 0 Florida Department of Business & Professional Regulation Page I of 2 Florida Deperfnlent ofBusiness &Professional Regulation pw.1 OilBuilding + Codes and Standards 1vi212018 Florida Department of Business &Professional Regulation Palo, +or+ Florida Departrnent of Business &Professional Regulation papa+d+ ■ Building Codes and Standards Iamill Product Approval Application Detail Building Codes and Standards iNlmla Building Codes and Standards +wmm Product Approval Application Detail Product Approval Application Detall Product Approval Application Detail M 109MMENNAM FLA118374R7 Cotle. Entity or 2& (late Data P,rdina PAI FLh89i9:Bi ll&627§4t5 Iygp Version Manuf-Wrer Contact EnalneerB Llcem• Validated By Validated Submlttd FBCAporoval Aooroved 2131111 29111 brat Moron Rovis on 2D17 MMmIQdm CURRIES DMelon ofAADG, Inc En ter or canuwt Enci1 aLiO YIYdohaclBy Dodlc Days UL LLC Ted Barman, PE lam dam )N"d &1ailead I Ir302017 10262017 INS@ Pearson lag Fee Approval AID 121m/2017 Am" Approved Revision 2017 MI Whdoers and Doors Category:Wndotvs SubCategwy: Single Hung Brand Slinger American Archiledural Steven M. Udch, PE (717)365.3300 Manufacturers Association (717)317-8454 bs55nger(BpnrcA.com 12292017 12/132017 (1+1082018 Approved lade 11M Maoton Revision 2017 mmaukuuw Cagey Buadoag Produces Company Entlb or Sionted EnghtlLblicarms l(NamMdBy Mark Vwspr6eid I ft Tooting SmIass NIA, Gory PMehler lam dllm dales Ile$ headline SubmtlBd FINGAooterW Aoermed I I292017 08/102017 12/052017 Amt& Approved Cade mm vwoion Revalon 2017 M.Kdi.WW C+oltsy Bwmft Faduca Canpsay enter or Contact E■moor&Liam lCfaYWd@t Mark VJNWIaM ImoMk Tostlnp Services NA, Gary Ph ehW 201 lam Deft Pam lam Vootlerd &ram ABCAi>g9nl Agermad 112W417 08110=17 12106=17 3kmOW Approved ■ - C•1•90ry: sell moors (641)494-2844 (305) 8686707 Compliance Method: Codification Mark or Usting Cssogazy: Eiesaor Door (513) 7706082 Inc. (513) 5798588 Category: Exterior Doom (513) 7706082 Irx:. (513) 5196588 SubCatepory: Exterior Doer Components Complana YM*tl: Gr95mflan Mark or Latfg dava.dedicQasseabloY.ce In FL9174694R2'Produda a++pCalogpzl': SAdlonsl Eunrta Door Aeasmblas Caeplanu Medad: CerW4adon Mark or Lati g nmeetenfieidQWpoy-cam SubCatepay: Sedbml Exteda Doe AaembSss Camparncetiasaiod: Cem5a5on Mark or LWhg nm*ddQdoPaYoari FLM15374ttPredrna Ssoi Product Motlel. Number alloma O ellty Assurance Protluct Dsecddlen Contnel Expiranon Dete Approved for Use A,,-,dfor Use kOh= Outside HVHZ Impact Resistant Deal - Proasure F11.0115271MR11 Products &leg! 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Douba-Cor (07 a 16'7 05R1/me No Yes No +37 PSFI-41 hollow nwW doom. 4RST, SRST, GDSS, GRSS, MSS, EDSS VANDCODE&#174; WO Garage Door PSF 4RST, BRST, GDSs, GR5S, ARSE, EDSS wide) VNNDCODEW74; Yee Garage Door PSF Cn O Florida Department of Business & Professionalegu a on Page 1 of 1 Florida Department of Business & Professional Regulation Building Codes and Standards P.+ ofI 1=10 Florida Department of Business &Professional Regulation Building Codes and Standards P.g.1 d t 115=10 Florida DeParhnent Of Business &Professional Regulation Building Codes and Standards Papa 1 of 115=18 Building Codes and Standards Product Approval Application Detail 12112/2018 W Product Approval Application Detall Product Approval Application Detail Product Approval Application Detall S!<$e Lam Venlon Mamiacturer l:naty or Contact Enolneer & License Velldeted By. Qate 21111 Date Pandina PAUL Validated Ig(gatpf( �FBCAonmyai Aooroved �jpiyg /� l w AeU3 sir. m A239m- l a S96 mVersion mgYard M EnYac.er analogies LlN■! VIkhW By lam dam Yad &uhmlmd r 040 Powlm 21M FIND Approval Sad! bbt Version A area w limb,* Epp�lL4 Lka■e, vemadwN lam Ra peep Pogroms Mg(p� &Wmabd FINO AoortYM 20 Amffimed $main 93de mm Version Eld s, or � Encll�e ValpwN p � lam � Pogroms 20 YNIdot &lam ! Aoorored lum Revision 2017 MI W d- end Doom Category: Wl Brent Shcmger American Archtiecturel Steven M. Udch, PE (717)365-3300 Manufacturers Association (717)317.8464 01212018 01/032018 01222018 Approved � `v > ROVWM 2017 IN Wirdoas and Doom Gtepap: Whialcww Subca%M. Fixed CanplYnq Medical: Codification Mark w Lasing Brent SMngw American Atchlsctuml Seem M. Uft PE (717)3854M Menuktcairas Association (717)317.8454 boMnpwomkvd.cdn 12/312017 12GI2017 01/04=18 Approvad Rermlon 2017 PGT Industries Cdpory: Windows Subcategory: Fixed CanpNw&v Modmd: Certification Mom or Lasing Dean Ruerk Mam4Dede BCCO-CER Mtem4Dede SCOO-VAL (941)488-0100 (706)315-2500 tlmarkQpgtlnduaOtes.com 121J02017 12MWOIT 1225r2017 Approved Revision 2017 PGT lndugalea Came": Windmre SubCaorgorin Single Hung CompnrM:o Med*d: Gm6utbn Mork or Listlnp Dean Rork MImn4Dede B000-CER Mimi-Dode SCCO-VAL (941)488-0100 (780)315-2590 dmarkQpptinok ebba.cwn 12/20/2017 12M82017 1225I2017 Approved Subcategory: Horizontal Slider Compliance Method: Certification Mark or Listing , .. .. bsitlinger(MinKW.com .. ,.. , - O L FL#2304M Produces 91a9 Product Mod el Number or Name O ailtvA surence uc Prodt Oeacnptlon Contract Expiration Date Approved for Us, Aporovedfar Use Impact In HVHZ Outside HVHZ Resistant Design Pressure Esc.! Product ModL Number rar Name Product Description Contrast cialiallaftaft Aonrisirodilaftitee Alloi,mdfaLlbehm Ia1D[tdz fission Pram(■ AMA Prackest Model. Number rar Panne Ogallala Aassingrem, P Aoiasd(W a[lfas Approved for Use In Ill Out" HVHZ NEW dmaWw Dolan Pet■■ Earn.& QUIM Asolummim PffistlMgtlotlm Contract Exokabm Dab A■rgodfarlbg Apprand forUse kmmd In HVHZ CkOW, NVHZ 9raWLd Bmm P- I HS 188 Fin and Flange From. 73x62 insWeled Glass 02/162019 No yes No 1551-55 Q 1 185 PW 73 x 72 Insulated Goes 04D32018 No Yes NO +00l-60 9 PW.W= (Low Miss" Impact) Vinyl Fixed Aradaa 01/110120M Yes Yes Yes WA 7 SH-5500 (LAW Maage Irm ecti Varyl Singer Hung Wind" 071302m Yes Yes Yes WA U O Florida Department of Business & Professional Regulation Page I d I Florida Department of Business & Professional Regulation F.ga I d I Florida Department of Business & Professional Regulation Fag. I Of I Florida Department of Business & Professional Regulation P.9a 1 e l Building Codes and Standards trawls Building Codes and Standards I/awle Building Codes and Standards VS/m+a Building Codes and Standards + s 2o1e Product Approval Application Detall Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail W I'Ler"641111 FLN63534113 FL=14tll l3&>iIU411di 296 Enter or lam lam date Pogrom Rem Crods Enlb[a[ Crab Isle 2NLBID l■ lam SroOe Eldlgcer 21k late 2staJ2sivilm min Sind! CN.t er lam lam lamJ3r&- lam bins Ylrtmn Revalon 2017 III Th -Tin Capor.0- Caaggry: E:darbrOaom Cdnim Wadded 9, Rick Wright Lyndon F. BchmMl P.E. Ryan J. King, P.E. (419) 2961740 PE-43409 (813) 76765M validated Biltmad 10118=17 10MB2017 F&CA■<mN Atrat>a■d 1a2?im+7 12112=17 am & Apprcved I1M V-I R-W n 2017 b ImnWaWlrt[ MII WMdow, and Doan C.hapay: Windows Contact FmNlmer&u� Validated 9, Brent SMrrpw Luis R lamas, PE Shawn M. Udch, FIE (717) 365.33W PE-02514 >I 317-8454 t Validated &WgdW FOCA■raiml 1004=17 1ofl6ml7 1g2812g17 Amerveed 12f=017 AMR Approved boa Version R"Won 2017 IYaldaduoc PGT Industries Category:Whudows Calm,* Emalses,,aLicense Wadded 9, Dun Ruaac MlamFDade 8CCO -CER M*r&Dade BCCO - VAL (941)4850100 (796) 315.2890 VNbdad EWmtlld FHCeAm®ol Ata■iod 120512D17 1 tMfl2(117 12MOM17 &ma Approved broil Manton Revision 2017 Jones Hindle Building Products, tic CatsgOfy: Panel Wa4 contact Yam®( Pineshog Zhu Ronald I.Ogw a John Southard, P.E. (NO) 349d927 PE-24121 (952) 987-2526 Mafdraad Atiatiew FacAnceraing Agmst■ 08126=117 011M m17 g828017 I(VI OW17 AMR Approved Q SuIsCatepory: Swinging Exterior DowAseemblaa admvQtwbaycormdWm. 9uDCateggry: Mullen bsMngwillunFNd.con a+1dK'+r•gprY: Muaons dmamQpptledwbas.com BubCatepory: Sidfg pinpattenp.zl+lmQ)er*shar ComplWteo ll -I : Evak"W Reportlrom s Florida Register" Ardbad or a Licensed Florida pan Canplla+ce aledrod: Ewk*tion Report from a Florida RepaWW Archited or a Licensed Florida Cegpllar+ae MAIrd: Gaficetbn edam w LWMp Compliance Metlrod: Ewlwflon Report Amin o Floade Regbtored Architect or a Licensed Florida dha.com Z ProMslonal Entilnesr Professional Engineer 1412014ti1 Produces professional Engineer Q &egg* Prorkmt Malts. Nunmbwor Narms awtm Aware Approved sir Uae Approved for USA bnnd In.NVHZ Oullold, HVNZ Reshom gypag Premium ibis& PM&IttModoLwwgworNoah 91WW-AB Product DAesawlau Approval .for the Apafoged 1n.l 9 for Use mmmri Design Pressure AKE PnKRWMotlar. Number or Nor Quasar Assurance, ProdudD doom ,Aporand for Use Appeased for In HVNZ outaft HvHZ lmm9t Bed laden PJPressure1 MuBlons forAg Doom and Wledawa AWMum Muaces 05/28rt021 Yss Yu Yu WA lei: Protlrr llbeN. NunlD.r erNu* 9g �lAagnog A �.for Use Aammodfor Lim IllegalIllegalDalian Bg(AAW P- a 1 a. &quotFewChumlolliquot, &quol:SmwrthSar&qud;, OW9;8 &quokimpact&quot Claud Fiberglass 12131=1 No Yu Yes WA 2 6764 V.,W W AoamNuum Mullen 12/312018 No Yes Yee WA I CamplLop Sidingaok Lop Ilber-outt tees arsbbg 12/31=0 Yes Yes WA WA &quotCtelot ssk cross or 8qud;cumlocral RpetloBiquot Sings Dos - (() viewing or Out Wing ConSpura on seem QIIKII SHEET NO. PA 1.1 -e-+ N C- Ca O �--t U � Q C O O Q O ^s_ c IL .0)U (�� U) -v � V! O^�^,, O •L W O / .L 'O ECn L- O O .0 CU � 0 Q F- 0 Q ■ I>• C) C O ■ s� U ■ L O L Q woad O 0 U °- U) V W Z Z a J SHEET N0. PA 1,2 Florida Department of Business 8 Professional Regulation Fro, / a / Florida Department � Business 8 Professional Regulation wa. + a 1 Pottle Department of Business 8 Professional Regulation Papala, Florida Depefbnerd Of Business 8 Professional Regulation Pea 7 if Building Codes and Standards ,/am+a Beading Codes and Standards +/srao,a Building Codes and Standards +r..na,e Building Codes and Standards +/arm,, Product Approval Application Detafl product Approval Application Detail Product Approval Application Detail Product ApprovalApplication Detail E1tld]ffi�i Sams Raw or 11tk !� Rtlsewm■ � Htf SmOI t;lltiht.0i DLl !� lareesnrB■ !?� wae+.a++ Sr>al! liotlBcs[ !� J?ds Dam Pandbw t?ap. gat�lYgQ Sstle EotlsLa t;yts Jam l�s.Clnitlos 1� �ma Ymisa I sdmrara e■Itul�slssar lfslWdstl.®c YI�W >sr� E■�all ELha �l Ywkn nl■uw.mt YIIIYkl ;E,Ilae■m raC.e■®w a�,a ma■ Dr■ Ywl■ lalmd� S� E■Irox.81� Validated By Yldtls011Sulam f J ee�u IItWa >rna Ym!ffi Coalalxd6.lIrmss Validated By Yllll� BJouWsa rlseoomrr eemme IWOa Ravbbn 2017 Junes Nudb BuBdkp Produde, Inc. Ptnpehenp Zhu Ronald 1. Opera John Southard, P.E. OBR5d1017 08N9@017 OB/26@017 10)1N2017 Approved Bauble+ 2077 MI L111n0Owa and Doom BroM Sltlkger Let R LomM, PE Steven M. Utld+, PE 10/13/2017 10/182027 t0,eM017 iNiZ(L017 Approved Rwbirnr 2017 PGT mluetrba Dean Ruartt aNatnEDals BCCO - CER kWmFMda BCCO - VAL 12105rt017 i il15f2017 tZlOW2017 Approved Berton 2017 Jamse Mardi" Bump Products, trra Pa+pthar+g Zhu Randd I. Opawa John Southard, P.E OtU25720t7 OflN1WZ017 081282017 ilri0f2017 Approval Cabeory: Penal WNb (9De) 949.2827 PE-24121 (362) 9B7.2628 Cateorfc YVlrkowe (717) 355-33pp PE-82511 (717) 317-3454 Calsppy: VMalM+a (841)198-0100 (788) 376-2590 CWyaY� wr+N Waft (909) 349-2927 24121 (352) 387-2528 autrC+ksOo+Y: Sbkrp PmOshena~<Ja+�hnrnhar aubCesseorY: Muscle txdtlh+perQrrtlwd.aom atnCaesee+y: Williams tlruerltQppgnlvetrbsaom 5u6CWpory: 8klkia pkpetenp.rhu@Jsnrnher CattlpWnoa Method: EwkrNbn Report horn a db.com Alelhal: Evaluation Report from a l.ompasnaa Method: Certlax0on Mark or lJatlnp Compliance MWwd-. db.arn Florida ReabtrW Achiect rn ■ Licensed Florida Floes Repbtrod Architect rn a LkxmNd Florida Florids Repbtral ArdrE Wet or • Licateed FbrNa Professional Engineer Professional Engineer F112N•R11 Products Professional Engineer wfana:4espmlad. � Waft �,gyalaerll■. Approved for Use JLLIlYIii 9Wtl0etlYtli le+■6 ! !;� PJ� wla+sa.RaPmaa:t ■aa Product YadN. NnmiwmName !L�(d■t■o4 Predict DescrhMm an E■[�[JW Alrooffirradjorillas Dab omems lal� lsaast .�B1L L 12lemD 19(feen illYa Product Moc*L Number of Miss 91aY0tEs1�9s P E�at(lC.igSrse IalOQli 41NIa►.IOQY dmss9t I! g■Isu l� 1 I+tNons for AN Doom and Wlntlaaa Aluminum Mualons O5/28lt0Zt Yea Yes Yea WA �( ProdurJtYodN. NumWrer Nenr gmwmLamam PmckWDmmdodw Contract ExWrattan AeonndkU- Aggrieved Deb m-{JV.$ for Use � Outside alfulass $ difal■ PJ!!!!IQ Z H■robPtN, Lap 8Mmp AbarounNlap sldnp iZ19112020 Yn Yn WA WA Z 5784 Vertical Aluminum MWWn 12091/2076 No Yn Yes WA 1 Cemphnk Lap SNinp fbaonlud lap sklkp 1irJ12020 Yee Yee WA WA Florida Department of Business 8 Professional Regulation Froa+a+ Florida Department of Business 8 Professional Regulation Pop 1 of Florida Department Of Business 8 Professional Regulation Faye, a i Florida DepefhTMllt Of Business 8 Professional Regulation was + a l Building Codes and Standards ,/srzo,a Building Codes and Standards t/s/2d+e Building Codes and Standards +/ar2d+a Building Codas and Standards +/srm+a Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 1`1,a1i3ffi.� Sdm! LNWce !!lk �! Dw�� !� SaOe 'EO!ffiL>tr !■e � pop p18. Bttaii'7c6i SBIf! d`e7VlL9L 4!k � Dampowim 4dR i1s14]� S9fl4 �+ L9L !� � Dot Pertetr+■ !�! bras Ylamn t � L■�s[ti.{ka■e Ys9�dJle Ya1dtlW almara @IIA�ni lsos9Ysd taspa >Srol J>■� Usedisafies contact Emlouliikn■ v■tw■.tl by Yrllltlem PHC�aI 1!� ama Irma !� liolmlydl■[ seaDrlt wul.ba By Y,ulllla >IW� PdS.Asgmti Assrmtet mme >)ms Ymlgn tarmd�■r saaDkr3 F.mism3.Ll�s vuw.bl ar xwkftd tilt IOG� el>�l dll�a Revision 2017 James Herob Building Products, k+a Pirrpsl+anp Zhu Ronald I. Opines John BouMud, P.E. OBR52017 Ota08R017 082flQ017 10/10/2017 Approval Revsion 2017 Abide NkJc Thompson Lyndon F. SchrrddL P.E. Ryan J. King, P.E. 10NI/N17 tON3/Z017 10/11/2017 17/i22017 Approved Revision 2017 Akddt NkJ,k Thrnnpsorr Lyndon F. Schrrridl. P.E. Ryan J. Ktp, P.E. 70lW/1017 10/03I2017 10I212017 12/1if1017 Approval Rsvbbn 2017 GAF Mkhael9tbh Robot NtmMn John W. Knaxevbh, PE OW27/Z017 09.20R017 09262017 12I722017 Approved Cetaary: Panty Wags (90B) 319.2927 PE-7472t (362) 387-2528 Category: Panel Waks (330) 922.2388 PE-49408 (819) 7876555 CMapory: Panel Wallis (330) 922-2389 PE�340B (813) 787.8565 Category: Roofing (800) 78834t1 PE-a9188 (9W) 772�224 auaCabpory: aktkp Compliance, kittl+od: EwmNbn Report from a plrpaWrg.zht+®Itrmeehu db.00m aubCatpory: SNBIe Gpnplbr+gl Modred: Evamatlon Report from a n8rorr+gorr®atlds.com BubCatpory: Sotllb CanpNuwe Method: EwlWtfar Report from a Mhompeon�abide.com SubC@b": Asphalt Shingles Complb+rae MNhad: Evaluation Report from a .� Florida RapNbnA Arohaed rn •+JCansal Florida Florida RtOb+e+el Architect rn a Lbntal Florida Florida RepbMed Arohaed or a UpnNd Florida Fonda RepbWed Archttd or a Lksnaal Florida � ProfessionN Enpkrasr 6tlC3fl�iEre�sk ProfeabnN Engineer H.tl�3E� Professional Enplrua Btla>�P[�ik PmMabnN Erelnau $ga Product MOM, NearrburnNeme $a9lLAsem� m Product DowAoflContract b�n Al�.for dk! Apormord Dole (q� OutWa 1lLW! !!■� llVl¢ geskwd lhllea d� i�a Proa,uaeodN Number or Name Praarret Dtamlotlan CarW■atOmkNbn Approved .ktSkt Approved vet ouww �� for Use )OYItl'd tlg6 13 QdYD PJ1!lsat titles Pro8w2 NotlN. W■nher or Man* Product d■erlNbn eonsraaE+mkNmn Dale A■�.Ika Ao■rwalfor tr ��& outtaa NVNZ !t■� Rnkikt l7ul■ !eJ'JtlaR+ 4:1t Pro3tola6dN. lN■tebar or wms QLWAW Analgesia, Product Designation A�.tg.Use Approved m � for Use 1l>■M ! IIW■ diarer[t 2 FiartlMPt+yc t■p SIOInO Bber-pmant pp alNnp 17737f2020 Yx YM WA WA 1 a. tlgnol:2Tdquok 8oal Vent a Solid Vinyl Sofia 177J7f2020 No rie No WA 2 b, 8quotNlW+a T48gWt; Soot Vent rn 3a91 Vinyl SoBI tZ/31/2020 No Ya No N/A 1 GAF Aephea Roof 8hkrpla Fberytss robkraal 3•tb, bminMod, 5-tb and 10(2012018 No Yes WA NIA hipltitlgs asphalt eMrgbs Florida Department of Business 8 Professional Regulation Fro, + a+ Florida Department Of Business 8 Professional Regulation Florida Department OF Business 8 Professional Regulation Poplar Florida Department Of Business S Professional Regulation F.a.7 a7 Building Codes and Standards 11Y1a+e Building Codes and Standards +/sl2o+e Building Codas and Standards 1P..d01e Building Codes and Standards +/ano+a Product Approval Application Detail Product Approval A Application Detail Product Approval A Application Detail Product ApprovalApplication it 1 lest allow g !� !� oft pwam � ELtlaPtl�i Srnth EMib rn !iJ■ � glM..elD410a !� FLafans4u � BBtl![Jx lei B!k Date PKKIIM � !Llila146: 4'sfs Enter or !� JWe I2tll.�los � I)rY! )l>■kD VAnukdum C■lou[.i.L� V■INAdor lhWstW Submftd ! Hilda IYP! YxN� mmukgwfw Si�tl'd P■Wgl�Lk!■l VNkttdM Validated ✓ 3lWml�l 134.E■fmtll Amirroved HtsYa 7Yae 1� lttlBefWun[ contact P.DelontlJ.k■ VNN■td By yalMbmkw � f 9ea�7tffi $!m■ T1rYl ltlrsl■ Naladialiffia Commit P.01�#.Lkme v■nd.td BY Y Muslim L'J iI1WIS iWbiOn 2017 TAMKO Building Pralude, inc. Kam Eden Zachary R. Priest Locks Bawdan 10/19r2017 10105/Z017 101T012017 1212/2017 Approval Revision 2077 L.V. Thompson, krc. tits Thompson ArohBsdunl Tony ChrMmen Zachary R. Pdaet Lode Barton 1011072017 tOHO/2017 10/172017 12/12/2017 Approval Revbbn 2017 L.V. Thompson, Ina tlba Thompson ArtldOaatunl Toryr, ChdW Wn Zachary R Priest Latlu Bowden 70/1OI2017 1W10l2077 1D/t7f2017 1?!i?lIOi7 Approval Revision 2017 L.V. Thompson, Inc. dal Thompson AM+Redunl Tony ChnaMan Zad+ary R. Priest Ladae Bowden 1G70I2017 10HOI2017 10/772017 121t22017 Approved Category: Roofing (417) 824.881/ PE-74021 (334) 300-1800 Metals Company (TANGO) (819) 248J158 PE-71621 (331) 300�1800 Me" Company (TANGO) (813) 2483958 PE-71021 (334) 300-1800 MNNs Comparry, (TAMCA) (813) 24&3158 PE-74021 (334) 300-1500 SuMCatapory: Ualertrymer,b kem_aler+®trteco.com Category: Raonlp tarry®porttutroamg.cam CNapary: Roofing tony@9omNakoolba,00m CNappy: Roofing tony�onrefYrooBrp.00m l.omplkmp Mea+od: Ewkxdbr+ Report from a BubCalspary: Roofing Aeceasales tlmt as m S+roCatpMy: Rooarp Aooeafarlea 1hN are an autrCNspay: Rooerp Aamernies that ere an Fortes Rpbbretl Architect or ■ Lkxnasl Fonda Irdaenl Part a1W Roofing System MheprN Part asr RooMp System trnapnl Part of ma RaoPoq System ProtsabnN Erpe+wr, om a Compaurp Method: Ewkanirn, Report frngil=4tt CaaWBanu MNhod: LY■ku0a+ Report from a Comprtutoe Natlrod: EwtuaBon Report from a Florida Registered Archibd rn a Licensed Florida Fonda Repbtral Architect or. Llwmal Florida Florida Registered Ardraed or a Licensed Florida Products otesbnN Engineer PrgualkAnnaga ProtaabtrN Errphreer PrObvebnal ErrGrree Conniff Angelical, Product D-dM- Aow,,,d far this Closer Assurance Ili IT 1111711-T'- I � I I ( �7 T'IRIIIL� L!Y Illi411L1'�di711ii',�I,,f,:.1.�116Y11ds;1.LIII TG��I.-t:, I T I z N Florida Department of Business & Professional Regulation Page I at I Building Codes and Standards +172019 }e Florida Department of Business & Professional Regulation peps+ r+ Florida Department Of Business &Professional Regulation Pegg, r+ Florida Department Of Business & Professialal Regulation Papa 1 a, Product Approval Application Detail Building Codes and Standards 115rJo18 Building Codes and Standards lraao+a Building Codes and Standards 11=18 � O Approval Application Detail Product Approval Application Detail Product Approval Applcation Detail L ON=Product /�/�L11i O O Code EmlN or 2dt 2tl9 Date Pending to TV- Version Manufacturer Contact Engineer 8 License Validated By Validated Submitted FBCAooroval Approved Status ELitte E0 -0 Revision 2017 All American Shutters and Glass ard Mike Barbieri Frank L. 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PE 09/191Y017 09g72017 O9l21/2017 Approved � Compliance Method: Evalualim Report from a Is'a m Caton ^ Staxtural Cor ponents (847) 918-64T3 (407) 881-1917 Category: Structural Components (047) 918-6473 (407) 081-1917 catelicar Sbucturr CamponeMs (847) 918-6473 (407) 601-1917 ' ; CZ � V Cn Florida Registered Architect or a Licensed Florida BW colsocry: Trues Plus stewh@sipinetw.com . Truss a mnmh alpMaBw-min V Professional Engineer on Report from a Product Evaluation Entity Evaluation Evaluation Regal from a Castellanos,tion ntity feel � n Report goon e. Product O O FI#17A69-RT Pfbdpcts - _ O GOrIN Asshxan a Approved for Use Aooro"d for Use Impact Design FLL"9994ts Produce, FLe199M9 Produele /1 O Sea # Product Model. Number or Name Product Desalrlon Contract Exdratlon Doe � Outside HVHZ Resistant Pressure Approved,LIM Amrovadfortles � � I� � 1� � �•i Devastate- Willa Confined Dab In HVHZ Outside HVHZ O LL 1 24ga Galvanized Steel Storm Panels 24ga Galvanized Steel Storm Panels 12/312019 Yes Yes Yes N/A a,ae i RTW SMApihs Higher Stronptlf (H &NI 8) Product Meld Connector Phase 12/3irili In.W Yes o bi Yes 8ted1m WA Pressure WA AKA 2 I TW 6CWAI le Hinge Pete Pd Je� dmm ExWmtkm new Connector Ph" 12131rl= Yee Yes tiffiam WA Pm WA Am" 3 RW BCGIAWM Tnss1r P Mew Connector Ptete 12012022 m.l>mi Ouls"OPiHZ llterdem Passage, Yes Yes WA WA ICU O � 1.}- ♦V O ICU .� E I_ cn ^O vJ Q Florida Department of Business & Professional Regulation Pepe t r I Florida Department of Business & Professional Regulation p.9. + r+ Florida Department of Business & Professional Regllatitn Pape i r I Florida Department of Business & Professional Regulation Pepe 1 or i Building Codes and Standards 11520IS Building Codes and Standards also Building Codes and Standards 1a12o1e Building Codes and Standards 1 srmfe Product Approval Application Detail Product Approval Application Detail Product Approval Application Dotall Product Approval Application Detail FL#1991.M SRO EWWca 21K 2i t Dde lassuffirei Rik FL821974m relic FatlpLg 210e 21K DOM Pending 21M FlmM974a pate Eo110Lp[ I2tit 20 Dole Pascal no F1a21n4M 22111 Enter or 1211a 211a ohm Rik bte Yerdm midemkaCm[ Corded SOWDEL LAB yagoom Ylwdw almmmea FMCAsst®tY Aat,,Id timM bin Verdes M1DYhFiteL Corded E tip YNdbdBy Youd" awmmd FIICA-,[ A-mved arpM bin Oramkn Ilwlligtruu Contact it Validated By Yeweld auhmmo 13oAwrmnl Aterovd Abu teal Verdian M oarol EmmteL.LLitewaValidated By Ya94tld auk FBCAoara id Approutl EWl6 Revision 2017 ITW eadmig Componsme Group Inc' Stuartt ewe IOC EvaluationSella, LLC WMmn M. 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Category: Structural Components (314) 851.7480 LLC. rbe structural Components g2A-8476 (808) 839.7344 Category: 36utterd Components ( ) 78 ( 1 � 9ubCangay: Tom Phos , dwanamiLmm (205) 69"M SubCate": Teas Pietea dwerl®ma.mm (205) 590.9800 SubCoCategory:Engineered uubctegory: EmlgYeered Lumber Lumber Rgberl.Bakednaereyerha Robe s+IbcstsgslY: Engi+esrsd wmbor Robert. idwinQweyerht CampNana Mali Evapnatlon Report from a cclsPllr+e Mrhod: Evolution Repoli from a t.ompasnce Maticd: Evaluation Report from a eusm.com Catrylience AleNod: Ewluatlon Report from a euaer.mm aa21974u Prodrmte Product Evaluation Entity Pro" Evruseon EnMy ProdUd Evaluesoru Entity Product EvaNatlOn Endly CIO Apedd[!!g Awr»wtl� Conti DesignApa�DldffiOht Ri21974M Products NEW tow FlJeti274n Preduate A Use A elbe Mew Flxen4M Prodrmte Atoroyed For Lin Approved for ties listed at" seal ProdctModell.NumberalYm. Product Dowdotion IatJYM oumwmm go PJ11ew &at Pradudlelladel. 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I or i Florida Department of Business & Professional Regulation page I or Florida Department of Business & Professional Regulation Pape 1 of I Florida Department of Business & Professional Regulation Paps I of I te of Building Codes and Standards +mrmle Building Codes and Standards vtv20+s Willing Codes and Standards llSQpfa Building Codes and Standards 115/201e as Product Approval Application Detail Product Approval Application Detail Product A roval Approval Application Detail Product Approval Application Detail FLOSIVAM SrsRle ERrI&La no gait ,: !b!e PLi eFLKWoM dit tadltrs[ 2lle ,� , 2e0! 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INIJIMSeu # 18 product Mods. Number or Name 26 Ga. GUIfPBR Product Description Contract Exrratf- Data Mn 26 Ga. GUHPBR Roof Panel 1x4 Wood 04/122 In HVHZ Outside HVHZ Yes Resistant Pressure 29,d! Eldk'.sr go 20 od/PwWlm 20 Code Entity or Date Die Dre Pendlnp I� over 024 Yes N/A +N/A! bm Yemkn MIate gglas ow11o3 Erdd a aLi ayrlddE ev y�ekd Desmond FBOADNMM Appmym AM M Typq Version Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Purlins war 15132& Plywood PSF Revision 2017 Commercial Condos Producte,lna Robert Gets THUY H. HUYNH John H Hoy 10/142011 10113MO17 10/2612017 1211212017 Approved Revision 2017 Gulf Coast Supply Manufacturing, LLC. Eng David Daniel S. Kuhn Locks Bowdon P.E. 10/122017 10l102017 +0/172017 12/122017 Approved 19 26 Ga. GuIfPBR meuot; Min 28 Ge. 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Gull Snap 1.5&qud; Gulf Snap 24ga.i6&qud; Wide Roof 04H 22024 Yes Yes NIA +NIP! Panel war 15/32&quot;&qud; Piywmd-116.OPSF 7 1.5&quot; 24ga. VersaLoc 1.5&qud; Vemal- c min 24ga. 16&qud; wide Roof 04/122024 Yes Yes N/A +N/A/ 8 2&qud; 24gs. MegaLm Panel wer 15/32&qud; Plywood Min 24 Ga. 2&qud; MegaLm 18&qud; wide Rmf 04/122024 No Yes N!A -123.5PSF +N/A/ Code Varslon: Application Type: 2017 ALL FL#: 11651 Product Manufacturer. ALL Panel mar 15/32&qud; Plywood -108.5PSF Category: ALL Subcategory: ALL I A 9 24 Ge. Gulf Lck Min 24 Ga. Gulf Lok 16&qud; Wide wer 15132&qud; 04/122024 No Yes N/A +N/A/-96.7PSF Application Status: ALL Compliance Method: ALL v, 10 24 Ga. Gulf Seam Plywood Min 24 Ga. Gulf Seem 16&qud; Wide Roof Panel 04/122024 No Yes N/A +NW93.5PSF Quality Assurance Entity Contract Expired: ALL ALL Product Model, Number or Name: ALL CU war 1x4 Wood Pudlns over 15/32&qud; Plywood Product Descri ": Approved for use In HVHZ: ALL 11 24 Ga. Gum Seam Min 24 Ga. 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