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HomeMy WebLinkAbout39946 Dawson Chase DrALL WORK SHALL, COMPLY WITH PlIRMIAILING CODES FLOR-IDA BUILDING CODE:, NATIONAL ELECTRIC, CODE, AND THE Clr" OF ZEPHYRHILLS ORDINANCE$ ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Rad, Radius ADJ orADJ. 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 orA.H.U. Air Handler Unit FIR DR French Door RECEPT Receptacle ALT or ALT. Altemate 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 BookSheif 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 GA 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 SO or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Cig. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Goff. 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 K/WALL or K/Wall Kneewali 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 UNO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/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. Versaiam 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 or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Fir. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.00 NEW BASE PLAN 12-8-15 2.00 FRAME -WALK REVISIONS 12-28-17 3.00 2017 FBC UPDATES 1551 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS 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 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 I 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. i= M � C z o o m z d N E3 z N o �� _ W U O LU N r~ w. � � o U m oil 0 S $ ¢ 0 sm N m � O p N O a R d w Z Z US N Z2 ~ 8� o a uj Lw YU > _� oZ ci a'a��o o � LL*�Nf ;1a: c i po o ce3•, ��lb �y' ' S� rb .. CJ _ _J G -J RC t6Fe* ,.. J`//,wlfliIq,t 1 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. o Ce J w Z CM M z p w� Z �m Q E o E oo a� z® F_ r6 X 0 U O N a ¢ W Z 0 0 Q 0, W Z ¢w L C Z 0 Y U m 0 Z fA J m Q W a Z i1 <. o< 50 -Z c'o < 0 K aZ =3 o a V za 0 �O 0 >M ^L1 W �> O O .-. O Q > N m E t\ T LO V T .TVra � O rn N r O c` o m Z � � � � E O Z a E ai U � Q p JOB NO: 19-5891 SCALE : AS NOTED SHEET NO. 9 0 It A H.B.S3 O T ) TYP @ 1 STORY 25-SH AC PAD BERGLASS • � 0 P URROUND N in IBERGLAS - 15'-Oq" _ 1., U RR OQU N 1.. 3'-D 10'.4" - 10'-5" 50 2 O _M 6 60"x36" LO A riA. _� Al � N r OWNER'S TILE � SHOWER LO LO BEDROOM 3 TL BEDROOM 2 A O N LIN N. DEEP ^,N SUITE 16" C I I 8'-0" CLG. 8'-0" CLG. 8'-0" CLG. j _ CARPET I CARPET CARPET 8 _ CD I 8,_0„ 2,�„ 4, 2„ 3, 8'-04„ 3'-3z' A I (4) 2x4 #2 SYP STUDS /� �'+50 c'�sTt V Y . I . C. . I � 2668 �I 2668 3 S3 W/ USP HTT4 @ BASE CD AHU 8'-0" CLG. 4068 B.F. C7 4068 B.F. TYP @ 1 STORY TYP @1 STORY 04 CARPET I _ Q z 166 W _ R&Ss N -------------- R&S o -------------� - R&S N ----------- R&S rniD � 5'-8' 10" 4'-0"I -' T-_ - __--Bdj 20 8 H AT 7'-4' 11111 G I I I I S3 i 2x4 #2 SYP STUDS FOYER-TILE-- (4)I I N I ID 16'-2" 1 `r 8,_�„ 1i W/ USP HTT4 @ BASE '-104 6'-8" 9'-6" CLG. A I ( -o° _ 3os8 ' 6" N CAFE o SK3 CO � .00 CARPET i - - - - - - _ 0 N oOO III I BUILDER TO PROVIDE - - PATIO II� D W 19 APPLIANCE G T m III I I IL__J N W.H. PROTECTION WHEN CC (----------- S3 p "x20" I I I REQUIRED PER FBC I I I I SQ. 0 SLOPE j O 2 64 __ S3 N2:12 PILASTER W/ (4) #5 VERTICALS. CEILING R i3rI x GROUT SOLID.ENTR (SEE ELEV. FOR _0 10 0 I I I g'_0" CLG. HEIGHT). 4x4 P.T. .� #2 SYP WD. POST � I TO SIT DIRECTLY " I m CLG. I K , ( I I I IN CENTER W/ USP PA44 (TYP OF O 9'-6' LID N I L =JJ 2' 2" r3 I 2'F6" S3 I 1 I 20'-0.1" I ) I � I _ p O ub, ANRYa Lu EDGE OF SLAB 2" BEYOND WALL 2 IIII IIIIIIII O o Lu OPT. REF � >pQ� O , °° 5� P DRYERVENT X' 2 CAR GARAGE CY)/ THRU WALL 8'-0" CLG. I I I / FAMILY R M - -- - HANSON BOX I 17s,d o // 15'-Oz" - 8„ @ 36" A.F.F. 20'-0j" s L. / / CARPET • O I A I 1K I waI iv iv is I I I I I I I n / J Cn Z D I I I I I 286 TIE 2 68 q UJ U 1 CV A H.B. S3 TYP@ 1 STORY 46-0" -2" 2' HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI W6 (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 184X254 S.H. 13 20X38 18 X37 S.H. 14 20 X 50 j 18 4 X 50 S.H. 15 20X63 18�X62� S.H. 16 20X72 18jX711 S.H. 1 H2 27 1/4 X 26 26 X 25 S.H. 11-13 271/4X38j 26x37 S.H. 11-14 274X501 26x50 S.H. 11-15 27�X63 26X621/2 S.H. 11-116 27�X72 26X711/2 S.H. 22 37 1 X 26 36 4 X 25 1/2 S.H. 23 37 J X 38 i 36 j X 37 3/4 S.H. 24 37 X 50 36 X 50 S.H. 25 37 J4 X 63 36 4 X 62 1/2 S.H. 26 37 j X 72 36 j X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 4 X 25 4 S.H. 33 54 X 38 j 52 4 X 37 j S.H. 34 54 X 50 j 5271 X 50 S.H. 35 54 X 63 52 # X 62 j S.H. 36 54 X 72 52 J X 71 j 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 OE +26.6 / -28.0 ( +26.6 / -32.2 GO SEE SN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +34.0 / -44.8 WALL LEGEND gil TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "B111 1ST FLOOR LIVING AREA 1555 LIVING TOTAL 1555 GARAGE 408 FRONT ENTRY 42 TOTAL AREA 2005 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION jR-11/R-13 KRAFT FACED (GARAGE / LIVING) I O (==D M p�p z N O z a o E3a N z ° oRho CD Y � w )U o a Ow U) in, E ZD 2 VV) A � � o U Lij ` E 0 3 u'...,.... o q U c ar • r. 0 N N v�i N o� Z W �$zw z �Z H t Q y�z a W QW o ?e qL ruCli N Ci U ¢`�•• ' wo h Q y • r Cr J -.8�� .<��Q'^.��! '`ski �°•` ®..� 1�0��'fBj<Alt(Rj+o!4I't41 ti`��1e 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 r� J o w z C`> LL_ ce Q E g 0CTS z O g rm oa O Q O a o �o w� O� a Z IILQ N ¢ �Z d L no U) c = o Y m8 . 0 O OZ LL rz ) 9 'n 3: a" .z z 5Z ode dZ a w w� >O o O 10¢ 0 2 O > M L O O .-. O L C N CL NN> L _ ! LO •T i � N LO r T CD 0 r O M M o zca " E O Z c `° E 'am U o Q p C 0)a JOB NO: 19-5891 SCALE : AS NOTED SHEET NO. 1.0 8'-0" BATH 2 KITCHEN ISLAND 9 F- �, 8,_55 OWNER'S BATHROOM 01 5'-0" 00 O CV icy OPT. REF. O M KITCHEN I ;- , 8'-54' 10 0 M O CV HOOD CV RANGE KITCHEN INTERIOR ELEVATIONS �L ® a O L� z N o z z _ o U) N Q) (D o Y V%Lij Ow F- V �C E (A = N y o � U w t— E O $ i S a-)U o � v 0 m sm N �D N O O � p � M Eq 0. V c� m m V�pJ r A M a� �>�. �,' •�� -'ems 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 M M J z a w z M o z¢ LJL Q 0 U zo W O zS Ya2 < N Zo oa (Q CU � O C g0 XU O4 a UO =U OK Z C C N az o 0 ¢O a �Z 1_ • (Q 0 Y h O U mg O Z z Y N N 3 0w go ca- oLLLL a nw oz Y r� R C.0 z< a° c O 0 .y > (Y) L o �> O .-. O L C0 > N CL m E U _ �T cfl O T O M M o m Z 0 N O Z d E U Q p c JOB NO: 19-5891 SCALE : AS NOTED SHEET NO. 2.0 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. HDR HGT. F. FL. 12 5� 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS ------ 1" x 9" SMOOTH TEXTURED HEAD/BAND - - - ------------------------------- I � FEMFE 11 12 12 12 HEEL 5 T.O.M. HDR HGT ---------------- 5 TEXTURED ❑ CEMENTICIOUS FINISH I ON C.M.U. (TYP.) I 2" x 4" SMOOTH I I I TEXTURED SILL / BAND I I I ------ F.FL. 4' RIDGE VENT ---------- TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) --------------------------------------------- --------------------------------------------------- ----- 2-0 PRE -ENGINEER TRUSS REFER TO STRUCTURAL — PLANS FOR BEAM SIZE 2"X4" TYP.� 5/8" TEXTURED OVER - MTL. LATH & 7116" OSB SHEATHING & FRAMING AS REQ. REFER TO STRUCTURAL PLANS FOR POST SIZE 2x FRAMING AS REQ. POST TO CMU CONNECTOR - REFER TO STRUCTURALPLANS (1) 2"X4" TYP. (2) 2"X6" TYP. SEE FOUNDATION PLANS FOR FOOTER SIZE � COLUMN DETAIL FRONT ELEVATION - B1 RIGHT ELEVATION - B1 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. L ILL= z N o z z to z 1 o VJ U_ ,4--Cn Y f6 w a .0 o � OJAIL w Vl c E �N = 2 a • ('0 � U 00 r.0 m �— w E o g zo Z � o� o a N LL o co w LU L1Jatl/B/p x O W .y = Q • Q` p.` IL] t_'kJ �4 ®\ i •� /J till{11i1���1 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. o M z w Z M o LL C = EUcu zo oo > a o a CdE xo o¢ az 0O o¢ az N N L �o ¢ o m 0 ((d n C ZZ OY U h O O OE Z (W J a ° Q W M z ¢0 U a a T r s oz =3 CD M v w< za '0 a c O 0 .y M W 0 .> O 0 L. > N' m LO �� (0 o 2 d- rn N L () r T- rn r M M o Z O al r E Z a. E U Q p c J JOB NO: 19-5891 SCALE : AS NOTED SHEET NO. 3.1 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS _ --------------------- TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP. ) 12 5� 12 5� — €XTE-NDE-D OVERHANG TO BE CENTERED ON DOOR 6-0" — -------------- 4' RIDGE VENT 12 �5 18' RIDGE VENT T.O.M. HDR 0 00 ao F.FL, REAR ELEVATION - B1 SCALE: 1 /4"=V-0" LEFT ELEVATION - B1 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 11150 of the area of the vented space. The ventilating area may be reduced to 11300 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 SO. IN, OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA I UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. CC:=::DD 1 cm) M � N Q M N E3 U)V) M Z Q ) CDo i C/a y r.,., g o a {, w F- N c E o F— U 0° L.Li m 12 0 8 I U r 0 �C m m N ,/mil N O � � H g o o w z ZF���o � a w - 7 a LU - _ LUQ ��LLCW cia.a �o z O W,N F1� �❑ CM 0 o��. d J�O i •'• F \'. 7///(/'fill t 11111\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. C:, C13 w z J U_❑ Q E o z oo wi >m <k z® oa co t--- X O 0 OU O C:'Qz N t U a� o G 0. ir¢ wz ¢� W L (p C p z Y U Nm g m O o- z Q% cn J 0'. Q W zz 0) Q 0'. LL g0 aw m �k C)Sao yz =3 O (51 YO a MJ O d zIa OL 3 C O O M ^L11 W It •> O O L O 0 > N m rr' Ln Ln r = d' It N L f) r T � r 0 Ch M o m z j O iri E 10 �' z m n. E U 0 Q p c a) JOB NO: 19-5891 SCALE : AS NOTED SHEET NO. 3.2 2" 1" N f2" N eo - VARIES *NOTE: FOAM TO BE USED ONLY WHEN ^ REQUIRED BY COMMUNITY SPECS. IF NOT, DETAIL TO BE 2" OPENING VARIES 2" �2" BUILT W/ STUCCO. EDGE OF OPENING 1'-10" �,N ^ N1" 12' CAP 1" RADIUS 3 1/2" RADIUS 1/2" RADIUS 3/4" RADIUS a 1 -5-4" My 1/2" RADIUS IF VARIES VARIES ih _ Al - - "It --0" IN CAP - 1" 1" 1" 1" 1' V-4" 0 N 2i' 2 12 1 1/2" RADIUS VARIES VARIES = • IN T 1'_4" 1" 1" 1" 11_01, 1" 4" 31" a a * I� r Mrs 1 1 3" 4 1, .�-# MN 06, 3" SIN 4 " 2" _ 71 MV VARIES 12" ,,, 2" 2 LN 3z" 11" 3z" 1" 1" 1' 8" 4 2 1/2" RADIUS BASE in r- _ BASE 4 1'-0" k rN 4" �. 12' *NOTE: VARIES 8" 2" 3„ FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE BUILT W/ STUCCO. OPENING VARIES 2" 2" EDGE OF OPENING a 2 = �N 1'-6" 1" 1'4" 1" 2a" • 01 0 N 1-1/2" THICK 1-1/2" THICK 4„ 101, �M 21 `Iv 4Li T d. 10" cv V1 T'1 IN 311 a i" 2 CV 2" 4„ 3" 6" 2" 2' N W z W oC SIN M 1-1/2" THICK 31" 24' c� `Iv '- 2'-4" �` 52' 1'-5" 52' 00 IN ii7� 51" J --4� I 1'-4" 3" ty 2r „1 io 3u a 1" 12' VARIES VARIES � M I VARIES VARIES r4" 8" N iv I 00 _ - `° i iQs„ cfl -I 2 M 1 " 32 J.3.. • �� �a Q 12 44ZD �,�� Q4' • KEYSTONE F11 b OPTIONAL It 4" GARAGE DR. OPENING 4" - 00 - KEYSTONE F11 OPTIONAL LL33- a 4" WINDOW OPENING Y4�" NOTE:INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 6" 4" �'� CV FV R44r„" z VARIES 2" 00 1 " NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 4" 3'-0" 4" 10" 1'_4" 101, i 1 14 1 -64 14 � b N 12 54" 2'-1" 1'-12' 5-4"' � 1'4" iv <V 1" - 04 N Y N A 00 O M M r 'psn, • 1" y7o" 1!" 2 �C Eli `r6 GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) ACRYLIC SAND FINISH SL, 0 'h c+> n z N O �O O Z o z J M E3 d N � o U Q) _ C/J Y fQ 11J 0 n V ® �_ [� 4�• O V) Ein o M � U rD iT '— m E O m I = zlf. c ®D v 0 sm N N 0 o N Q d LU a w = U) cc7 za YJ ¢ c� oQ 3 a w' .oOrn v, p Z 0to N O •w M C N O v N M Ern LN O rj U ❑ ❑ i CA �.D N M O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. o O J w M M z2 oS z C „- t? E E �o -O oI � Zo QN Z® oa H Q O XU w 0 Qo O C:)�o L O aa¢s O 0� d z �J N m m Q W z Cf)3 i1 oa LL <0 go a N W =G ao air z r3 = ~ -' ¢ � O } O O M �Y u is a� 3 c O 0 nL, `W '/ 0 0 O 0 N N�> LO ,T Q0 C T T i N r Q M M C) o ca Z 7 E O N C C a U J Q (] CD JOB NO: 19-5891 SCALE : AS NOTED SHEET NO. F 1 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 200A INDOOR PANEL CENTER 10 #14 copperto lights & outlets NEMA 1 200 AMP 10 #12 copper to 20 amp ckts 10 #10-2 copper to WH 10 #10.3 copper to Dryer METER MO2/0 or 4/0 SER Alu 200 amp 150 amp POWER CO. FEED INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94 4 Bare Cu Ground CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) 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 PqT DUPLEX OUTLET ABOVE COUNTER �@wP WEATHERPROOF DUPLEX OUTLET 1&GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET 4 HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR k& 220 VOLT OUTLET $ WALL SWITCH $3 THREE-WAY SWITCH '4 �FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE I--0 WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE #PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN Iwo EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) Pl3 PUSH BUTTON SWITCH (OPTIONAL) k[]D PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CO CARBON MONOXIDE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ' ELECTRIC METER ELECTRIC PANEL —�I DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G r J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT H.B. DISC. b i ctrtiti t■ ROUGH -IN FOR LIGHT PRE -WIRE LIGHT PRE -WIRE MCA& , ROUGH -IN FORM •- # ►�■■■■■■1 I�irl� PRE-WIRELIGHT BEDRO -6M 2 -=■■j::r�u FO Lo LIN ELI Q 401 ■ I� II , 111ALARM V". C 6 Ad 111 II II a � -------------j I WP I FI OP - � I DEDICATED RECEPTACLE / FOR MICROWAVE RANGE CAE HOOD PER SPECS I I PATIO ' I I I 1 I I I I I U.C. SWITCH I FOR DISPOS) I I I I I 1 'ROUGH -IN FOR / OPT. CLG. FAN/ LIGHT PRE -WIRE FAM I LY gel / / / / / Dill OPT. -1 �- REF_-1 G W VWP I I FOYER' GFI I t I I / I I 3 3 3 GFI @ 44" GFI A.F.F. F------------ W.H. I O I LIJ I� I I I I ENTRY I I I I I I .-- —� I I I G I t_ -11- � // ¢ GFI @ / LU 11 I I 44" U) I GARAGE I I A.F.F. / w w I DOOR I I Ial GFI I I / < I I / I I ,�2 AR GARAU E OPT. OPT. D. e I I I I I I I I I I I I I I I . VERIFY LOCATION � —IRRIGATION ELECTRICAL PANEL gFI @ 44" A.F.F. VERIFY METER H.B. LOCATION WITH BUILDER MAIN FLOOR ELECTRICAL PLANT SCALE: %4"=1'-0" t C� 0 M z a .J M M N z 2 R 1 1 r V% d LU U o a Ow V) c E C) m wE 08 mop o,•,.., _ U o Of U) ¢ uI ° 8, m Q `m Z W -Ngz N M a LLI a " N z IW ti¢�'"o_o Q a � a n rn w O 6 1 2- p Z y E-w a a WLLM�a Q O U V 00 rn o_ 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. co co J w coco z O Z U_ o_ E �� z � k Z® DCU a — E O XOU U a� 00 U O o� N<o i az �Z' a� L (6 _ e ¢ O z 0< U N 0 m 0 O O� J Q W z Cl) Q rCn 8< z a �w U w <0 o'z k =3 C � co Jz Lu F Or a= �V ~O¢ z¢ O~ U� c O 0 > M ^L, `W Itt '/ C) 0 L O C > N 0) m _ CD O d' rn N LO r T iti O a) r w M M o m � CD iri Z Z c E E N c d .. U � Q 0 JOB NO: 19-5891 SCALE : AS NOTED SHEET NO. 4.0 __T I i ..t Ilk., I ill I I 1 1,1 1 lil t Ill I I I i, --F7T--F-- __T_ I I I �I 1 D1910 ATTIC VENTILATION CALCULATIONS - B1 ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented of of ventilation to SQ.Ventilators IN. of of ventilation soffit nti ventilation vented be provided en Ventilation enQ. ila Ventilation See Elev ( ) required needed required soffit by upper needed ventilators Main 22.00000 2.000000 Floor 2002 1922 275 961 69 480 0 606.0 330.0 276.0 (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: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 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. G� rt_t r o� M M _ C' m o z o Q z J M O_ O to v � U= C W C '�• LLr r to cl-_ E to = wa U m '— T E ® LAJ m 0 8 =� J•. = U o ¢ 0 • sm � N A a o U ,±�' 6'1 fn o 15 ••ww a N �vI ROFE 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. r� o Cl) Cl) zo w z 14❑a LJL Q E 015 w� >m ZdN �© f E x0 OQ DO U < O C'4 Q Z o Q z w L ILI0a C%) C Z o� h m 0 OE of Cn J N m ¢ ° ~ Q W z 0 U 3 O ¢0 <o U a =k o� w - �3 �2 Will CD ar Ova z-. C O O .y > M ^L, W •> O O C:) Q 0� > N m Cr r LO 0)o T N Lid T r Gi r C)M M o m z O iri I` E O N z ro a E U J Q 0 C J JOB NO: 19-5891 SCALE : AS NOTED SHEET NO. 5.0 c c d T-8" 3,_58„ 2, 6$Olt 'HB+ I MIMI T-20" 2'-93" a,_n„ PI -All A S3 TYP @ 1 STORY U.N.O. ■ ■ ■ ■ • ■ ■ "; `\ ......_\ r _ _;y.... . � dl1� lij � � " ■ ■ ■ ■ 1 �� _ ._.._.._. ... 1 1 ■ ■ ............. \ , 17'-28 2'-9" 2'-8" -11511 I f -i! \\\ \ \ I I I F, II i I it ■' '- I I j t_ I Ile0-0 \ t1} N ;■ HVAC CHASE \ \ \ IBASED ON II 1 ; . L 1 j I It c> LOCATION \\\ 3 y ° 10'-10$" CJ HU C, N CJ — CJ 2'-6"x2-6"x1'-0" I ; W/ (3) #5'S E.W. 7„ 17'-5g 1 36'-6$' TYP @ 1 ■ : � I:. :::: •... '. '. ::::::::::: � '. i.. Flo :::..: STORY U.N.O. • I — — .. 0,_O„ r::::::: r 00 U) ih ... :: ::: G ............................... : ..: ::::'::::::::::::::1::::. ' ■ I .................. ■ ■ S3 I' :. - 3-1/2" MIN 3000 PSI CONC. SLAB FOR TOP OF CONC./ PAVER TO BE 4" ■ . HERNANDO COUNTY ONLY BELOW FIN. FLR. 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 8 4'-8" 2 6 x2-6"x1'-0" PROVIDE Y2" x 9" C l L o0 -3 1/2" MIL VISQUEEN VAPOR BARRIER 16-118" 8'-6 RECESS FOR FRT. DOOR I `f SLOPE I S3 ;t iv CO -31/2" 0 o I J o LO - - I- - - t ■ I ■ I I CJ PROVIDE 1 y" RECESS D W Ill I — — I III III ' ' FOR SGD. REFER TOW.H.// ■ I K CC CC I S3 MASON'S SLOPE FOR IN 111-�= =-1-111� S3 S3 or2'-6"x 2'-6" x 1'-0"STEPS AS ; I WIDTH 1111W/ 3 #5'S E.W. ( ) i� REQUIRED PER FIELD I I I II r - �IIIY I ; 7 -5' 7 -1" 5'-8" -0" CONDIITIQNS 4'-0' ; I III JIII • L = _ - 20'-6' 6'-8" 1'-4" A. INDICATES FILLED CELL w/ 3000 PSI CONIC. GROUT FROM FT. TO BEAM W/ (1) #5 REBAR VERT ABOVE SLAB I I LC _� - - - J I TYP @ ALL PLACES SHOWN I KITCHEN ISLAND : ; K BUILDER TO PROVIDE J E HOOKED FTG. DOWELS 5" EMBED I �- 11 LOW WALLS S3 APPLIANCE PROTECTION I S3 W/ 25" EXT. ABOVE SLAB "GRADE 40 0) I CHASE TO WHEN REQUIRED PER FBC ■ : - STEEL" - - I ISLAND - i -{- CJ I 1 -t CJ I � t0 I Z7) � ; I I I in TYP @ 1 STORY U.N.O. I I �--�-¢� - _�.I � F - P SLOPE I 01-01& ___-�+� i OPT. �V i OPT. D -31/2" I I L�J 1 20'-112' L — — — — J 5 I. 4'-6g" 1 N .................................. ... ...... ....................... FV T-50" 1 2' A TYP @ 1 STORY S3 U.N.O. 6'-0" M 2'-6" x 2'-6" x 1'-0" W/ (3) #5'S E.W. - I H.B.+ T-1 kwel 8'-0" 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 z W J U CONTROL JOINT DETAIL SCALE: 3/4" = V-0" #5 CONTINUOUS .'_ •' '�_ REINF. SEE FND. FOR _�:.; ;;:•;. QUANTITY •' #5 X 25" X 25" CORNER �' BAR ONE FOR EA. ' • ' •. HORIZ. REBAR, TYP. '�. •�• U.N.O. • ; �; ,; �'; '�_ lternate: The reinf. bars shall be �r•:.:; �;:•;;�;;•;. �;;•;. �;: cont. around corner by cold •;. bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = 1'-0" Q I� \ l �ryQ � C o z Q J (7 d N Wt,l z � � o LL Vi Y OLU to C 0 o --I U 0° w rn 12 E 8 _ 0 Q m sm N N �10 Z :N 'og'Nt's� o w z � H;WAX- W a a � w �27 •¢� ((Ly �* F E 5 ``o00 o To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O M J Zo w ZzZ ¢ � (L Q o m Z O 00 Z <� od (6 Q. XO o¢ 0OU o� z CD¢o < I Z. Wz M �j W C C oY NO °zz Y MEN Cl) 3 2 CL 0w °LL go a �w oW 3 o C.p w� >O a r 0�3 cF Z. �O 0 > C'7 ^L, W O 0 LJ.. O > N .� r Ln � :0 (0 o r Lo 4 N T a; m T O M c` 0 o Z Z C vi �' Ecc 76 m C d U J JOB NO: 19-5891 SCALE : AS NOTED SHEET NO. 6.0 L J W Ln CJ3 CJ5 D D > -I >Dt� q -i r ¢ I- ¢ t- ¢ w i cDn -i O D> - - 1 1 1 ; 1 1 1 D D D 00 m ON) 00 co Cv m m ; GE1 i FG1 Sill — 18 D1 EJ7\-�2) 2x12 #2 SYP WD. BM. w/ 7 I LITCH PLATE. BOTT. OF BN USP HD41OF w/ (10) 10d NAILS A EJ7 3116" TAPCONS TYP. BEAM TO C EJ7 EJ7 EJ7 EJ7 CJ5 I CJ3 ` ` y�/j CJ 1 Cn W L EJ7 ER EJ7 OX EJ7 (2 XLF EJ7V EJ7VA O I cb EJ7VA D X (2) EJ57A EJ7V EJ7V EJ7V EJ7V EJ7V I" EJ7V CJ5V CJ3V J ��1 w 2 < < CJ V G �71 11 11 11 11 11 11 IN A (2) TYP. BM TO CO CORNER '16" OSB . @ 7'-0" MU(6) UPLIFT CONNECTION CROSS-REFERENCE 7/31/19 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 9-10d X 1 1/2% 8-10d H HTT4 3610 3105 5/8"ANCH. /1810dxl-1/2 HTT4 2715 5/8"ANCH. 12010dx1-112 J HTT5 4350 3740 5/8"ANCH. l 26 10dxl-1/2" HTT5 3225 5/8" ANCH. /(28)10dx1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 - 2 - 5/8" DIA. BOLTS L HD B * 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5320 - 2 - 7/8" DIA. BOLTS M HD79 * 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 1195 1005 14-10d x 1-1/2" S MTS16 1000 860 14 - 10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 1000 860 14 - 10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" 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) 114" 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 I SPT22 1 685 1 8 - 10d SP2 1065 605 112-10d SPT24 1030 12-10d 5 555 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 1480 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) 7AI (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 #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR PLYCONLEDGER (A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. SEE 3/S5 FOR STANDARD GABLE END z FRAMING \ = W + + Q + + 0 0 2X TOP PLATE TO GABLE END W/ 16d a NAILS @ 6" O.C. U- 2X4 STUDS @ 24" O.C. + W/ SINGLE BASE & TOP PLATE W/ PLYWOOD SHEATHING COVERING STRUCTURAL SHEATHING 7/16" MIN. NAILED W/ 8d COMMONS @3"O.C.@ EDGE &6" O.C. FIELD RUN FULL SHEET FROM BOTTOM OF FALSE BEAM GE1 FALSE BEAM @ GABLE END ROOF FRAMING PLAN SCALE: %4"=1'-0" I 0 P L D — Edo z N z o O c:) in � J M LL E3 M l/) �- Z v CDo LL l T � Y W = o. O )V) NYZ2 w H C E o Rig I_ U C° w rn 0 E 8 = � U cn d ua0i 0 Sm N m zU) ZO S End •� � � O� � � � R O F E 55\")i 0 To the best of the Engineer s knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - 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 coCl) M J z0 w zz Lj- Q E oCU z o oo �� y m <k Z® ❑a F- _ O E O 'x0 0 ao wzo �0 O �a Z WJ L< O W 2 mp N C z U S o zz N C1 > U oop u E <o z a0 W W _ �k 'S o a ,z w� = >° CID v D a 03 C O 0 .N > (, ^L' W It '> 0 0 L C:)0> Q A, C� iE �N\ t 7 r LO � •T— _ � 0 L,7 r i co N r ui Z M T ( o cc a E Q E U 'a p JOB NO: 19-5891 SCALE : AS NOTED SHEET NO. 7.0 1�T 1t FF--, Ir—r-T- - 1-i : L i S Cm XL 00 rn I rn m i[> iu Co -0 v 2 0 0 J rn L0 I rn c a> v v S v+ -3 L) Q Q1 O d E 1- C� E 0 S v c c J N LZ E2 O U v c 0 UI U (D O O_ 0 0 01 LZ O) N t2 a O O_ O� O 0 V) m 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. Ali 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 <1 ■ 0 Safe vertical load Safe horizontal load GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS lul- *111.111.000 8F441B/1T8F40 1B/1T 8RF400B/1T 81`321B/1T FORM & GROUT SOLID ? O r LI ' J O #5 BAR CONT. 8F 12-1 B/1 T 0 4'-0" LL "V" LINTEL DETAIL O SCALE =N.T.S. E F g P F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBARr7a BOTTOM OF LINTEL CAVITY J Lll 6 F 16- B/ 1 T J Q 00 ,B 0 6 z tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINA HEIGHT MATERIALS cTT pr��ntels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5 EBAR IN. AT TOP (1) REQ'D 1/2'STEEL CLEAR ALTERNATE POWERS LINTEL d O d ° d d ° .M.U. #5 REBAR AT TOP 4 o D d ° d ° MIN. (1) REQ'D 1.1/2" CLEAR ° d d ° GROUT n _O <1 L ° 4 C.M.U. 5 REBAR AT = - rn w a ° O BOTTOM OF Z w w w O LINTEL CAVITY J , nn OTTOM In' 0 0 U REINFORCING 4 ¢ C7Co Z 7-5/8"ACTUAL PROVIDED IN LINTEL Z Own Z Q D /� D �, #5 REBAR AT BOTTC 'NOMINAL WIDTH (VARIES) CO to I a �' �o �o AS INDICATED LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications 5'-10" ILL O LINTEL PLAN SCALE: %4"=1'-0" 0 0 co M M � N O m gryO z o Q aaroma _I M d N t.n z V1 Y O � m w :/i [I--o o �� � N r- () m w ~ 120 $ wi I = 0 a i :) o US 0 rs lion In _I N O � � IMZ '.+. •°ice r Z E.�� �V V� O F E S X0�a �� Rrffglii!►�!` 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 I Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal, o w MZ __J E 0 z o > m �N Q E O CI CoCIL WO Q� RU OQ Z e �V �< N 16 L �z0 G �Z K� - C Z Y U NO m O V Z >Z Z Cn o< go n- U w a0 of a cnZ r O O ¢� =3 >0 a x �U Z C O O M nL' W ■> O O O QL c > N ■O T a N LO T T E T O M M c m z 3 O N E O N z C E 0� U J Q a C J JOB NO: 19-5891 SCALE : AS NOTED SHEET NO. 8.0 li-l- -.--�1 :1.=I ,Iah il I IAL '[I JIItJ - m =INI 3 •�v x C) Q CN un 00 L0 I rn m c v v s v 0 0 J I rn i v+ c r 4 rn N v E E: O Lv d i ayi LZ U v U i 0 i a 0 0 U J 0 LZ rn 0 00 a 0 a rn N d w m 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 DE EMBER 31ST 2003 CHROMATED COPPER ARSENATE CCA-C WILL NO LONGER BE PRODUCED F R RESIDENTIAL EN RA C R0OR GENERAL L CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED T A F 0 REPLACE CC -C. MANY O THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS RE: FBRC R308.4 R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS, 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR, 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING, 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS, 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 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 TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ed. (2017) AND FLORIDA BUILDING CODE 6th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1 3. 3. ALL ROOF AND FLOOR TRUSS HOP DRAWINGS ARE T B SIGNED AND SEALED BY A 0 0 USS S G O E FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 C P F 2,11.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD: 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2, 8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/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 L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4. 1, 2• LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-I-P CONCRETE NOT EXPOSED: 1 y„ GROUT FILLED MASONRY: 1 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN ft) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3112" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE 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 APR RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 718" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131 ", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4,8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ed. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95%" MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. Theshall posted near the water heater or electric panel" sign s a be p s ed ea 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. the foundation perimeter 9. mBust be removed be�ore etxtenor soilrtreatmeniaralong 10, FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemical barrier must be installed after construction Is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 6-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V = 140 MPH) TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS 11 E E I VERTICAL APPLICATION SHALL BE 6 0. . AT EACH SUPPORT. MINIMUM SCREW / (EDGES C ) C 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. r ca 0 M N (D ) V M � N t`•) O o e O o a 10 Q J E31 M U)V):z� v 0Cz J� Y W n o ,.L, to 2, E �N � ws c3 m m O W $ z� � C) O U) 0 ® 0 a sm I N N H M� Z W N N r •� � n o � CxW w Q1 a,1 1 III//, a LU ��1 sue• � M � `�' ••� Wi ete ! C) .b afrr16�4 'R O F E t+!li11111 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. c0 Cl) Cl) 01 z Q U_ C)- E ®Co zo s0 Fz >m <� Z® oa tCo Ko 0OU o E N �o xo Q 0 Rz ¢_, L w-+ rq C/) C - C:'g z z 0y o ro O ow z 'z J N a� aw g(n zo a � a � o NLL z w� =� Or >O _< aF ° c C:)0 .y >M L O O O 0 > N �I1 m 7 r LC) d7 CO C:)T_ = d" rn N LO r T ui � r, O M M o c Z � o E O Z m a E? U -1 Q p c JOB NO: 19-5891 SCALE : AS NOTED SHEET NO. SIN CORNER OF HOME GARAGE SIDE eN w J m ROOF DIAPHRAGM NAILING SCHEDULE Pinr i; I INF + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 6'-0" + + + 6'-0° + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + Zo + + + + + + + + + + + + +. + + ++ +++ ++++++++ + — 15/32" CDX PLYWOOD OR 7/16" OSB "-RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + 4" Q.G. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.8/1.7 Wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x — + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) ° .r Filler blocking ° 1/8" gap FILL CELL STD. 90° HOOK BOND BEAM w IM ¢ STD. 90° CONT. #5 CONT. #5 HOOK BAR BAR #5 CONT. FROM NDATION TOHIGHEST I-------- BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH L Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION IN 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 118" gap between top of filler blocking and bottom of top flange. 1 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING �" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION-Birdsmouthcuts. N.T.S. N.T.S. - Under 2nd floor column w/ loads higher than 1 rnnlh SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * over squash=20 blocks and Non -stacking walls require additional wall or beam below.* consideration. Check local building code for appropriate 1/16 details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side 10'-0" at bearing. TANK -LESS W/H /a H C G O 0 0 5'-0" a STUB OUT FOR 1'-O" o 0 LO GAS METER 0 o � U O F (V = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-Y (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block / (2x4 minimum) —J Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" 110d1 nails at 6" o.c. Provide adequate bearing for each lapped joist. Od nails SECTION a@ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE 1N BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges \,, BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max, along bearing wall Required on interior walls: - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* L Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. kJoist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration.- 6� A 1 2" ROUND HOLE MAY 6" 6 DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" 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, 1Y2" 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. N.T.S Joist hanger Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate BCI 5000s® 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000s® 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 SIMPSON MGT w/ (22)10d NAILS TYP. GIRDER TRUSS r 2X TOP PLATE 5/81 THRU BOLT 2 X B.U.0 SIMPSON MGT w/(22)10d NAILS TYP. TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) -1 I I-11 I III —I Nail with 10-10d nails.— Installtight to top flange. SLEEVE THRU STEM a " a SEE PLAN FOR °• a . • • ° FOUNDATION INFO ^ a STEM FOUNDATION r—GRADE —MMKIE LICE nl AAI \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist o depth I -JOISTS BUCKETS N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION aC� 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" v CENETERED @ PIPE PENETRATION 4 a a c 1:�_ .. FINISH GRADE �A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE a SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION d PVC OR SCH40 SLEEVE PLUMBING LINE ° 'd � A SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE A,. d na G a a . A. a Q SEE FND. PLN. SIZE & REINF. Q o �i c� E N O v W �o v ^I M a- N M U) z ° 0 C/;o Y (� LL, a a V �' a 0 —. ,� N o t!) o � � 0 r m E 0 3 �'..., xi o CD 0 ° ®o ¢ N N rI O O M ��Ogg. ��I CIO w U) N%)%, iSWN. �•••®�' 04 y iE� a L0z. ® CIZ �`�a�« ''s''�f�/•�ROFESS�fl 11��ti' r,,,tr,l i N111 CIO 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. o 'ID M C13o 0 w Z Z < s= E O io oo �z ,b <� ze ❑o CU — O E no0o a� 0 O� c��, � p Qo aZ �W .�z c t Y m o z >Z Q. w� z n° U a u�w _ a CD w Lo >o Mill co V °zla 3 2 O >M ^L' \W O L CD Q 0 > N /11 m I� O r T CO O i M N T ai m ,� a)M 0 v; o z Z c o E Q CIO 2? m 0 ¢ o JOB NO : 19-5891 SCALE : AS NOTED SHEET NO. SN 1 3 c 0 n L LO I rn m c v s 0 LO J 00 1.0 C aD v C a N i a E N 0 O i LZ 0 Z a i 0 i 0 v U J r7 N M 0 0 O a rn N W a — — -I FOR UNDERLAYMENT REQUIREMENTS SEE R905._ 12 (TYP.) VARIES / INS 5/8" OR 1/2" HIGH ---- 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) LAYER TYPE II (#30) (2) #5 CONT. ON 3" UNDERLAYMENT FOR ROOF CHAIRS (TYP.) PITCH > 4:12 D (2) LAYERS TYPE I OR TYPE II 1 °' (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O.I 1 I F-Il r HURRICANE ANCHOR @ EACH -II I=i:J—;I I I (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s 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 6x6W1.4xW1.4 T WWF OR FIBERMESH ° D. 77-1 - C?I I I �I I �I f' r TRUSS (SEE UPLIFT SCHED.) W/ 8 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. SN1 ELEV. VARIES SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. - ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA EE SOFFIT SHEET LOAD BEARING OR 8"x8"X16" KNOCK -OUT EXTERIOR WALL BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT SEE CC/S3 OR —� G/S3 FOR ANCHOR C.M.U. TYPICAL BOLT INFO. (IF NO UP LIFT ON TYPE "S" MORTAR WALL SEE GG/S3) *SIMPSON SP1 w/ (10)1Old NAILS ARCHITECTURAL TYP. FINISH 1x2 PT WD FURRING @ 24" O.C.--/ 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL MONO OR STEMWALL U.N.O. CELLS (SEE FOOTING MONO SHOWN FOUNDATION PLAN FOR CLARITY 1x4 P.T. BASE NAILER FOR LOCATIONS) 4"x4" INSPECTION NOTE: 31/4" BASEBOARD PORT AT EACH *FOR BEARING WALL FILLED CELL TYPICAL W/ UPLIFT ONLY MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER c) TO CUT BLOCK OR POUR SCALE:3/4"=V-0" S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 71111F -7/17 71/17 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 (U.N.O 1(O HIGH STRENGTH GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) (U.N.O.) (OR / GYP. TYPE X @ ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ ABOVE) TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE SIMPSON SP2 w/ STUD BELOW TOP PLATE (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" SLAB & BLOCK 5/8" x 10" "J" BOLT @ 24" OC. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE . 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT — OR 5/8"x10' WEDGE ANCHOR @ 24" x 6 W1.4 x W1.4 INCLUDE THE WALL A.F.F. O.C.) 2 WWF OR FIBERMESH ATTACHMENTS 2" z �31/2"MIN. �31/2" M -0' IN. ELEV. -31/2" F- O n A.F.F. . o_ ° L I (=�= i 131/2"(min.q4'oo C14-=TD ° IN 31 /2"(min)- 4" I I-1 I .1 17 III-1I I.�_ (2) #5 CONT.1 4" V-4" 8" U.N.O. MIN. TYPICAL BEARING WALL @ STEP SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" \0 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING 01. NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C �GON N INSULATION PER FBC AND ENERGY \� 8" C.M.U. FORM SUBMITTED WITH PERMIT 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 C14 LAYERS W/ TOTAL THICKNESS 7/8" OVER "J" 5/8-x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 5/8"x6" BOLT BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK 111111 @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING r SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED BAR 2x P.T. PLATE �. ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR GRADE �, o D ' D Z #3 & #4 LAP SPLICE GRADE 40 MIN. F = 40ksi y- ? '- Cl)-0 A D D. FINISH GRADE O0 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] o °D D °O =III 6 MIL VAPOR BARRIER -1 I I I 1 D ° I = =1�=1 _ . °O R 1 7/8 —� #5 REINFORCING BAR D III=III III=III- _ _ M-7111-I I T�_ Z I I I -I 11=1 I I -I 11=1 11=1 I I- I -I T � #5 LAP SPLICE I 1=1 I 1=11 I- N I I ° . _ ; I I, ;III 36" MIN. LAP [36" MIN. LAP] , o =III= =1 T COMP. SOIL. (COMPACTED TO -I 95% MODIFIED PROCTOR ASTM I -_=_I - I- -_-_ D1557) T I I I ITr� II I I ILI II I I_ -I =1 1=1 1=1 =1 1=II I=I 11-1 4" V4, MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 aw NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION W1AXW1.4 WWF OR ("'D TYPICAL EXTERIOR FRAME WALL FOOTING FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. N °D IL.I - Z 00 Cl)- -�- ' L ° I 6x6W1.4xW1.4 6 MIL VAPOR_ D D - I = _ z 31/2" WWF OR FIBERMESH I BARRIER � D - � min.) 4 a ° ° a v GRADE COMP. SOIL. ° T (COMPACTED TO 95% T Tff� MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. 1'-4" (1 STORY) ON 3" CHAIRS TYP. STD. 90 HOOK (SEE U.N.O. 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS PAVERS -1% � Z / M M :.HTF 0? SEE A/S3 OR J/S6 1 1I� I I I 1=1 I I, I ITk FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 18" (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 00 _ • iiii -_ - - -(1) iiii #5 REBAR w/ OPT. HIII I-11=1 - I rSGRE N ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:314"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" S O.H.D. RECESS E fV ' M a' : w • �-1 l rl l � jl lTj-�[ .: ,, • ... III=11 � 1i , . —II� 00 I 11I SEE A/S3 OR J/S6 I 1 III 1Jill , 1111 �- FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS J SEE TYP, WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB J CONT. BEAD SEALM V Q INTERIOR ° a ° -31 /2"� L ° 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 a° ^ ,c Nr `= I I1=1 I1= =_ r Cl) 6 MIL VAPOR — 1 L BARRIER TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'4'. (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". INSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10)10d NAILS 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 1 WWF OR FIBERMESH ° 4" -I- -ITI=1I- =ITII 1 I 1 ti (2) #5 CONT. U.N.O. MIN. rCC TYPICAL BEARING WALL @STEP SCALE:3/4"=V-0" \ S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10)10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM w END OF 2" x PLATE � D W W � I I=1 I IJ 117 10 #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS F SCALE: N.T.S. �S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. x SEE PLAN FOR X " CONNECTION INFO TOP OF BEAM &LAYOUT DESIGN SEE ROOF PLAN a (2) HTS20 FOR STRUCTURAL r' BEAM SIZE & CONNECTION INFO I I 2x4 P.T. I 2x4 #2 SYP P.T. FRAMING w/ PLATE ins I MIN 7/16" O.S.B. SHEATHING o.s.e. Z ATTACHED PER NAILING ° w � SCHEDULE COLUMN LOCATION Q Q J 6x6 P.T. #2 SYP �W ❑ rw ABU66 —2X STUDS @ 24" O.C. U.N.O. SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS COLUMN TO PORCH SILL AT 8" O.C. GARAGE ATTACHMENTS & 18/D1 �1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS —INSULATION PER CHART SQUARE CMU BLOCK BASE, ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 N SIZE AND REINFORCEMENT) T WWF OR FIBERMESH co a 4 11 BRICK PAVERS or SLAB PER T j1 F-d 1j=� o= - 1 I-111- 111-111-1 I=1 =1 I' 0'-0" FIN. FLR. COMMUNITY SPECS 4�"] INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 SEE FOUNDATION CONC. PAD INFO, TAPERED COLUMN FRAMING CD12 SCALE: 314" = 1'-0" (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 M D 11=111= III I I �I I I —III—' f (2) #5 CONT. =I I ICI I I;TI WTI I IE h ON 3" CHAIRS TYPICAL INTERIOR BEARING WALL W/ UPLIFT rG SCALE: 3/4"=V-0" S3 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 FWWF OR FIBERMESH SEE A/S3/J/S6 J 1 8" FOR REINF. INFO. OPTION #1 I SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. �- SLAB STEP & RECESS an S.G.D. M SCALE:3/4"=V-0" \, S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL -- EXTEND FILL CELLS � TO FOUNDATION PAD _E CONT. FOOTING STEEL MAT REINFORCING. T ' M 00 GRADE- - a ° w ;III=1 ° •-I I I -I 1=1 z W o 1=1 1=1 III - III -III -III W O w 1-1=1-1 11=1�1=1�1 Z CO =1 1=1 11=1 I i =1 III FOOTINGLU =III III -III -III -III -III III-III=III- 11. 1 11i11 1Til I-' BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL KN SCALE: N.T.S. �,13 i G� 0 IBM �o z o Q M � N M z 0 N � o C/) y u - OLU V) c E 2 -'-� V F— U M — m E o � III C) N c U) d �Q v- 0 Sm N N Z/ �f. � to LL {yoM�ylF� • .� Z IA '• O.; 09 OD FE r 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 Sth Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. o M w Z M z o g U_ Q E E 0 mo 2" o° >� a Z® oa a Ord N �o ww W� C/� CY C hm o o, ZI rz J F� 8< Ez g sonQ U � <o o� a° N W �k Mj w �< =3 F V % 01a 'N C:) > ('7 ^L, W It •> O O O C>y N ^ 1 coo L� T L.in T rn T ■ � r— r L.n ai 0) C:) 0) M o Z O cc C a U ° Q 0 °j JOB NO: 19-5891 SCALE : AS NOTED SHEET NO. S3 (MONO) n1 I �6d nut.l,,:l , alfllu 1 9 .�:..i Lill. I 3 v r 0 Q Ln 00 I m r ER 's 0 0 J 00 u7 1 cm ,n i 3 a rn N O a E FT N E 0 v 19 LZ 0 U E 0 Ul U 0 i 0 0 rn N t2 0 0 rn '4 r` 0 c W m 3 Ln (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) 12dTONEAI MIN. EXTENSION FROM DOUBLE 2x TOP LS SPACED EXTERIOR FACE OF BLOCK EVENLY EVENLY „ VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE WALL IS 1 1/2 MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL � FACE OF BLOCK WALL IS 2 1/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAILrT� SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYp) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER + STUD W/ (3)10d NAILS +' + CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD VjF- SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90^ HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) -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. CL T/O DRAIN EXTERIOR WALL CLEAN -OUT A WALL SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 1 ST COARSE 2ND COARSE 3RD COARSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D S4 SCALE: N.T.S, S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT d a a a a , g 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 12 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. G S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE J 70 J \00MET T 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER _ CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. a SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK d 9 a a 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. rid SFF �^0'� 'V 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" -� O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NnT TRANSFFR LC)AD_ 2x6P. J-BOLT TRACK BRACKET FOP a IARAG E IOOR W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'- 4' (1) (2) (1) (2) (1) LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR GREATER HEADER 1 `—(2) 2x HEADER SEE PLAN INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. O� 4R SIMPSON HTT4 TYP. Op Fix Q U.N.O. SEE N/S4 ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. S4 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 12 (TYP.) SEE ELEV. SIMf�SON SP2 w/ (12)10d I/ NAIL AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE Tx4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED BOUNDARIES 6" O/C EDGES & 8" BLOCKING (" O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MAIN SPAN ROOF TRUSS MOISTURE BARRIER UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90° HOOK IN K.O. BLOCK TYPICAL INTERIOR NON- ALT. KNEEWALL ABOVE MASONRY WALL DETAIL E S SIMPSON SP4 2X TOP PLATE OVERLAPPING TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END w U �? a 2x TOP PLATE / 2-16d NAILS @ 24' O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. P.A.F. NAILS OR 2x P.T. PLATE FPROVIDE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF A�„ SPLICE STAGGERED �10d @ 8" 0/C ATTACH ALL EXTERIOR STUDS W/ (4)16d TOENAILS TO 70P 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. S4 F= 2240 LBS �7 SIMPSON C SIMPSON SP4 SP2 P.T. ATE TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL 0 SIMPSON SIMPSON SP4 -1 SP2 --� NAILED INTO TRANSOM FRAMING SIMPSON Spi SIMPSON `SIMPSON SP4 SP4 INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSC SP4 -10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE BEARING WOOD FRAME WALL � 4 SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° o ° • HTT4 wl (1$)10d NAILS (3610# SPF) ° o • HTT5 w/ (26)10d NAILS (4670# SPF) o ° • DTT2Z wl (8)1l4" x 1 1/2"SDS (1835#SPF) ° o ° • HDU2-SDS2.5 w/ (6)1/4" x 21/2"SDS (2215#SPF) ° ° • HDU4-SDS2.5 w/ (10)1/4" x 21/2"SDS (3285#SPF) _ • HDU5-SDS2.5 w/ (14)1/4" x 21/2"SDS (4065# SPF) • HDU8-SDS2.5 w/ (20)1/4" x 21/2"SDS (5665#SPF) • HDU11-SDS2.5 w/ (30)1/4" x 21/2"SDS (6865#SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT wl 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 a • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT wl WASHER &NUT HTT / HDU TENSION TIE N SCALE: NTS S4 ROOF TRUSS ABOVE 2X BLOCKING a, I 2X8 P.T. BOTTOM P TE G' I I \ I A 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) C SIMPSON SP4 X4 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES c E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. S4 0 © Q n 0 C7 (D z � o z Q � N f7 � z o v CD u_ Cz VJ Y t� W g d a •O — „, 2 Ln Z v m C) 0 8 _ z C, N c coo ° N N Z— y �1IBlFF,y r z a _ _ fit:; .�P. •' f •••• IF It 1�3lt� 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. ti o M M a z 0 w z 4 E Q E U �� z <o �k z® ❑a I— Co zd O E C:)�zo C14d i o o 6- az �w Y U "m o o LL z Cn v (n J a� aw 1z N 3 2 ca./ ooi LL g o a N W a 0 o U Jz w¢ >° a v za ° c CD0 >M L. W '> O O .•. L O 0 > N /11 m a) 'T^ V -2 T .T� CD O i � 't N Ln T T ui r M M o ca z v; I E z `m a a �? U Q p C JOB NO : 19-5891 SCALE : AS NOTED SHEET NO. S4 3 CP LO 00 uO I ai -a- 0 0 0 J SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS BACKNAIL w/ (2)16d NAILS NAILING SCHEDULE FOR TOENAIL W/ (2) 16d NAILS SIMPSON H10A w/ (18) SHEATHING DETAIL 2"x4" OUTLOOKERAND NAILING SCHEDULE SEE STRUCTURAL NOTES AND 1Od x 1 12" AT EA. 2"x4" SEE STRUCTURAL NOTES — TOP CHORD @ 24" O.C. NAILING SCHEDULE FOR OUTLOOKER OUTLOOKER 24" O.C.UTLOOKER FOR SHEATHING DETAIL SHEATHING DETAIL BLOCKING FOR FIRST FOUR SIMPSON H10A w/ (18) SIMPSON SP4 w/ (6)10d x 1 Od x 1 12" AT EA. 1 12" AT EA STUD (USE BACKNAIL w/ (2)16d NAILS OUTLOOKER SP6 FOR 2x6 WALL, USE SEE STRUCTURAL NOTES — SP8 FOR 2x8 WALL) AND NAILING SCHEDULE FOR SHEATHING DETAIL 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 CRO BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" 0/C. CMID HEIGHT OF TRUSSES @ EDGES SHEATHING APPROX. 8" FROM OF SHEATHING TYPICAL OUTLOOKER EDGES OF TYPICAL @ RIDGE FASTENED AT BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 48" O.C. EACH JOINT W/(3) 10d () Ir A @ 8'-0 0/C. EXTEND AT LEAST 90% OF MAX. & (2)1 Od TOE NAILS @ AT LEAST 90% OF WEB 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/ 1 Od 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 1 OdX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" 0 C 2x4 OUTLOOKER @ 24" O.C. (OPTIONAL - SEE 4" MAX. 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)1Od & (2) 1Od EACH JOINT W/ (2) TOE NAILS @ EA. END 10d & (2)10d TOE 2x FRAME WALL (SEE WALL NAILS @ EA. END SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD (2) 16d NAILS END TYP. TOP & BOTTOM ATTACHED INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD 2x4 PANEL BLOCKING @ 48" 2x BLOCKING W O 6d 0 NAILS 2x4 "T" ON TOP OF PANEL BLOCKING, EDGES AND 12" O.C. FIELD WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FOR THE FIRST (4) FASTEN WITH 1 Odx3" @ 4" O/C SPACED ROWS OF TRUSSES FROM 2 4 "T" ON TOP OF PANEL SIMPSON H10A w/ (18) 1 Od x 1 12" AT EA. OUTLOOKER (2)16d NAILS 2x4 OUTLOOKER @ 24" O/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ MAX. EDGES OF SHEATHING TYP. -"L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS —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 1odx3" @ 4" O/C @ 48" O.C. INSTALLED PER MANUF. 2x6 P.T. SILL NOTCH "L" BRACE HERE x " --� EA. END TYP. TOP & BLOCKING FASTEN WITH SIMPSON HGA10KT W/ (4)1/4 xl 1/2 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED SDS SCREWS TO TRUSS & (4)1/4"x3" MOISTURE BARRIER BOTTOM ATTACHED w/ (2) 10dx3" @ 4" 0/C SIMPSON SP2 w/ 12 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)1 Odx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. 16d TOENAILS SDS SCREWS TO PLATES AT 36" O.C. ( )10d NAILS AT EACH STUD 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 1Odx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4)1/4"x2 1/4" TITEN @ 4'-0" 0!C ALIGNED WITH STRAP MISSED VERTICAL SECTION ') O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE SIMPSON H10A w! (18) BACKNAIL W/ (2) 16d NAILS 1 Od x 1 12" AT EA. REFER TO DETAIL J ON SHEET S5 FOR r r SEE STRUCTURAL OUTLOOKER X-BRACING, AND TOP r NOTES AND NAILING CHORD BLOCKING00 N SCHEDULE FOR INFORMATION °° SHEATHING DETAIL 1 1 1/ ". 2"x4" CROSS BRACE 24" WOOD TRUSSES zo co APPROX. 8" FROM RIDGE FASTENED AT „ 2x4 RAT RUN BRACING 1 1 1 1 2 EACH JOINT W/ (2) AT 24" O.C. ON TOP OF 2 10d & (2) 10d TOE BOTT. CHORD FOR 4 NAILS @ EA. END -- -- TRUSS SPANS • ATTACHED W/ 2 -16d `� 2x4 PANEL BLOCKING AT EA. TRUSS JOINT �� (2) 2 x 4 LAMINATIONS W/ (1) ROW IJI (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2 x 6' LAMINATIONS W/ (2) ROWS OF n @ 48 O/C FOR THE FIRST (4) ROWS OF • (2)16d NAILS SIMPSON HGAM10KTA 2x4 BLOCKING 24" @ OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. W/ O/C w/ (2) 16d (D = 0.148", L = 3) OR EQUAL (D = 0.207' , L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & (4) 1/4"x1 1/2" SDS TOENAILS @ EA. END NOTES: BOTTOM ATTACHED SCREWS 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 TO BLOCKING & 4 () MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) 1 /4"X2 3/4" TITEN TO CMU ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL 2x4 "T" ON TOP OF PANEL 2X4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT DBL. TOP PLATE TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 2x4 OUTLOOKER @ 24" O/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ MAX. EDGES OF SHEATHING TYP. L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. E ES AND 12" Q.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 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" O/C (2)12d TOENAILS EXT. WALL CONN. @ COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARING LOCATIONlIIB. . D U C ,SAME NUMBER OF ROWS, SAME SPACING) SECTION SEETYP.WALLSECTIONFOR SCALE: 3/4" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 9 ADDITIONAL INFORMATION. 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)1 Od PER JOINT IINIMUM 2x :ROSS BRACING 3EE PLAN FOR 4=�x OCATIONS) 10dx3" O/C @ 2"x4' TOENAIL 6" O/C RUN W/ (2)16d TYPICAL (2)16d PER NAILS JOINT L CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rT� SCALE: N.T,S. S5 ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. GABLE TRUSS S� "L" BRACE W/ 1 Od @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 S5 `-CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERE WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES SCALE: N.T.S. S5 `MINIMUM (2)16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C 2 x 4 BLOCKING W/ (2)1 Od 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 HGAMIOKTA w/ (4) MOISTURE BARRIER 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" BOND BEAM TITEN TO CMU MASONRY WALL 20'-0" MAX "X" BRACE SEE DET. J/S5 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAILr 6 SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACES AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. �I�I�111 ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - 3'-0" 3'-0" - 6-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 1Od NAILS AT EACH STUD END JACK 1 V-0" MAX. 0 CORNER JACK O a U = Q w z ix O U HIP FRAMING REFERENCE PLAN 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) 'T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS /TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C, CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION a Q 0 0 M z N O z o cn z a _ v= Y w H Q) O N � o v , = N o ws � � U o0 LU m ` e o g u'.... U h ° ) sm _ N o Z W gM2o w 4n w W U1 ci •. + o N •. Q 01 LO v �dy f „ .. .:; ��•.•� .� "'z' OR OcrEs `�J�'�1t�f11t63;hest.,. 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 z� W Z Cl)Q o 14E J U_ u n o z 00 wj yZZm QN Z® oa (Q t_ 0 OU X U a�z UO O U ° � o N a o w� Wz �� r./ =o O Y >Z J (� �� Q �N Z Z iv 3 a (.3 oa ao go a -w r-- o'z 2 C:) X0 >° v 0- za a °3 C C)O > C'7 ^L1 W 0 C) CV � m o: � 7 e— ° r- �T (O C)L0 i � I'll N r r ai T co M o m z 3 Q N E 4=1i z m r_ a 0 _j Q p JOB NO : 19-5891 SCALE : AS NOTED SHEET NO. S5 A 1x4 1/2" DRYWALL 1/2" DRYWALL DOOR JAMB REFER DOOR JAMB (REFER 1x4 ( 1x4 1/2" DRYWALL UNACCEPTABLE INSTALLTION , DOORJAMB REFER TO PRODUCT P.T. TO PRODUCT TO PRODUCT APPROVAL FOR CONN. PROPER INSTALLATION MAX. 8" DO NOT DO THIS ' 2"x BOT. PLATE W/ (2)10d @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1 X 4 ` #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM 4" 1x4 P.T. 3-1/4" LONG X 3/16"� FURRING 3/16"0 X 3" LONG FURRING 2 ROWS 3l16" x 3-1/2' () TAPCONS FURRING #5 REBAR ` AND NAILED W/ 8d COMMON @ 6' O.C. EDGES AND 12' O.C. FIELD PLATE W/ 8d @ O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCON 16" O.C. & 4" STAGGERED @ 16" @ 2X8 (n'P') ` ' BLOCK@ SPACING „ 1 DETAIL 1x8 P.T. FROM EACH END w/ MIN. O.C. 2-ROWS INTO, 2" EDGE DIST. ATTACH 1X8 2x BAND PER MANUFACTURE MASONRY THROUGH 1-1 /2" DETAIL 1x8 w/ (2) ROWS 8d NALS 3 �� DETAIL STD. 90^ 90° HOOK (TYP.) JOIST W/ FACE NAIL 10d @TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. FILL BOTH OCELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2° TAPCON @ 16" DOOR JAMB (REFER 1x4 P.T. TO PRODUCT �r_7/ El' TSEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1/2" DRYWALL 1x4JLJILrL 7/ 11L Elliz L 7/' NOTE: DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT LAP SHEATHING TO BOTTOM OF BAND TO PRODUCT 2 EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ 2 ROWS 3/16" () � JOIST TYPICAL APPROVAL FOR CONN. x 3" TAPCON @ 16" (2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH 1x4 — —I TAPCON 16" O.C. & @ END w/ MIN. 2" EDGE DIST. FURRING NOTC F FIRST COURSE SIMPSON HGAM10KTA 12" O.C. @ 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ ' +2-� - � w/ (4) 1/4x1 1/2"SDS SCREWS 2x P.T. AS REr MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 ' ` INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" O.C. 3-1 /4" DETAIL +5^ NOTCH WEB AT THE FIRST 2 COURSES BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC CELL PER FFILLED OUND PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A =1610 # FOR 2 STRAPS :: FILL 1St4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX SOLID W/GROUT ,t 1 PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4) 1/4"x1 1/2"SDS .� 1/2" DRYWALL * SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7)1/4"x2 1/4" TITEN = 2150 #) 2 x 8 45^ DIAGONAL (4) 10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE �• ' BRACE(S) 2 x 8 BRACE/BLKG. INSIDE TO ALLOW FOR INSULATION ;'. 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 1/2" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. SCRIBE (NOTCH) BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3) 10d NAILS AT EA. END RETROFIT TRUSS DETAIL OVERRAN :�' :; •:.�.• ;,': CONNECT W/ 8d NAILS BRACE/ BLKG. . ::.:: •,:: N.T.S. . ...''• INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH 4' MIN. OF BRACE INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2-6 FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED) () W/ 3 #6 X 4'/z° WOOD "DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL / (2)10d NAILS @ 8" O.C. ARCH DETAIL J 4 MAX. RAD. USE (1) SIMPSON 1!2 HD TITEN (CENTERED) w/ xO�E RygN TO TRUSS TOP CHORD MIN. 4 EMBEDMENT AT 16 O.C. + �ENGTN 1-��� 5r_Orr SCALE: N.T.S. SS 12 + PLYWOOD SHEATHING JACK TRUSS PROVIDED BY + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24 O.C. + + + INISH FLO 2 x 8 BUCK -CONNECT TO BLOCK SECTION BLOCKING AS + + ° WITH 1/4 x3 1/4' TAPCON (1 1/4 MIN. " B B ROOF SHEATHING ATTACHED + REQUIRED D o /4" MAX EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL TO SUPPORT P #5 BAR 2-0 8 TRUSS + + SOFFIT PD o 10 A. p ° 2 CENTERED W/ BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5) 12d NAILS SIMPSON + D ° 9 H IN TOP 1 X 4 FURRING BLKG. &BUCK H2.5A w/ 10 2X6 TO 2X4 ( ) 8d NAILS 2X4 SYP r s EACH TRUSS D - D KNOCKOUT / 04 ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 8 DIAG. BRACE BTWN-, 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x10 CONNECTOR �� p MONO FOOTING x VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE CONT. W/ (3) 12d NAILS SEE LINTEL _ SIZE AND REINF. PER PLAN ° AND SECTION DETAILS BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY --/ SCHED. LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. tENTER SO IT DIRT D TO BE INSTALLED BUILT UP PLWD• BUCK - 4'-0" MAX SEE PLAN PRECAST LINTELJ ° STANDARD q SCRIBE (NOTCH) BACKSIDE 7/16 OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION 0 90° HOOK N #5 BAR IN TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4%' WOOD FOR OVER HANG _ FILLED CELL - '- - ° 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") ° , INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL 4' MAX. RAD: WALL USE (2)1/4" X 31/2" TAPCONS AT 16" ° �v \ 0 �- pv V v V r- �v V ° ° �- �° ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 O.C. PER INSTALLATION DETAILS B-g ARCH DETAIL K SECTION @ ENTRY L SECTION ROOF EXTENSION M STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" = V-0" SS SCALE: 3/4" = V-0" SS SECTION DETAILS SCALE: 3/4" = V-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL, MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR SIMPSON HTT4 w/ (18)10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT USUALLY ± 2" ( ) BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) TOP WITH MIN. 3" OCCURS EPDXIED w/ SIMPSON "SET" a z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 6'-0" EPDXY MIN. 6" EMBEDMENT & O SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER F.F. 3" MIN. EDGE DISTANCE FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE COURSE) EXPANSION STRIP 0 w p 0 NON SHRINK GROUT. THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL ::° , c o4. Xw a A REINFORCING AS FOLLOWS: — —II II I -�Ir < a j PLACELOWER HALF F OW R A 0 MORTAR IN BED JOINT. DO NOT FURROW.— SEALANT 4 e III g U PRESS PANEL REINFORCING INTO PLACE. #5x6' EMBEDDED INTO 6" MIN. LAP SPLICE W/ o ° � � EXISTING FOOTING (2) #5x6' IN CONC. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL I canL0FILLED CELL SMOOTH. DO NO FURROW. — I LE DRILL 3/4"x5"MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE �. P SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6"MIN. LAP p o ;Q G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: M \ H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r g • t. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° .64 \b SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL u (2) #5 REBAR. MIN. 3 TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN.01 COVER EA. WAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. j SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. 0 a 0 Q co N z O _ o z Q N M t" (nv z CD o r Y (� w o o Q w ' U4) E o �N � � U 00 w rn E 0 g i = U o sm N N rn� w Zw Z Wpt U a Wus z i10 EiP�r 0 w — _j co 0 OF ,Z/dlliitl' 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 M � w Z 19 U_ SZ E zo �� �0 }m Z® O d CID — O &< 0 0 S� E N Wo r, a �w ro . ro Qp z U mi o O, Z a� to J 3 m a" $ ¢ z �z go W aNi Q 3 LL <o a ww �G o oLL z �< �3 =7 �o co O FIB _< a E ° �O .s E2 co ^L' W '= O O aC >N 0 = W 0) d- 70 .T� o � N LO T— ui 0 M C` o M z O v; n E O Z `m a 0 _j ¢ o JOB NO: 19-5891 SCALE : AS NOTED SHEET NO. SS _.. T rTr fir, cI I-- - -1 1T- II -� : _F - F_.1 11 — 3 00 LO I E5 m -a 0 0 0 J av'o I a> c m v v 0 Q rn 0 i d E y E 0 S v J 2 ti U U i 0 i 0 0 1z 0 rM 00 0 0 0 0 w m CROSS BRACING DETAIL (TYP.)r1 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. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS CB DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING , MAX &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. —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 TRUSS SEE ROOF PLAN SHEATHING A 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. 4= ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) K PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP, 3;"A TRUSS HIP G.T (2) 12D NAILS --y AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SIMPSON LSTA18 VERTICAL SCAB 2 x 6 w/ (12) 10d NAILS #2 SPF 48" O.C. W/ (4) CENTERED AT 10d TOP & BOTTOM SPLIT TO TIE OR SIMPSON H2.5A w/ BEAMS TOGETHER (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM k 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM 2X4 CONT. AT-/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL a@ INTERIOR BEARING SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT OL VARIES ROOF SHEATHING ATTACHED PER 2X4 #2 SPF BRACING @ NAILING SCHEDULE 16" O.C. W/ (4) 12d ! COMMON TRUSSES. TOENAILS TO TOP SEE TRUSS PLAN PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION NAILS TO TRUSS FSPFPLATETOP INFORMATION. BOTTOM CHORD OILVARIES SEE PLAN FOR WALL LOCATION MIN. 2X4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO gk SEE PLAN FOR PLATE BELOW TOP OF WALL MIN. 2x4 #2 SYP P.T. PLATE tl W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE 16" O.C. MAX. INFO. SECTION @ ENTRY r8 SCALE:NTS SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( SCALE:NTS (2) 2x8 #2 SYP w, O.S.B. FLITCH PI TOP @ TRUSS E U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMP80N HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM a@ RAISED ENTRY MASONRY WALL 4 SCALE:NTS SIMPSON HUC410 w/ (14) SEE PLAN L. FOR CANT. 16d INTO HEADER & (6) 10d INTO BEAM - SEE ROOF PLAN FOR MORE INFO i SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7l16" 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/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT rA SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED CORNER SEE FOUNDATION PLAN FOR MORE INFO 5" X COMMON BM. ATTACHMENT SCALE:NTS 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION a@ FLOOR CONNECTION 22 SCALE:NTS SCALE: 3/4"=V-0" SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. TRUSS 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM BM. SPLICE OVER �� CENTER OF POST 8d NAILS AT 4" O.C. SEE PLAN FOR VALLEY TRUSS INFO. �-• MASONRY WALL BELOW: SIMPSON q.. 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 44. (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. UTO GABLE TRUSS COMMON TRUSS SEE ROOF PLAN N FOR CONNECTION SECTION AT HIP GABLE / �12 SCALE:NTS EXTERIOR ATTACHED'. SCHEDULE KNEEWALL 2x4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3) 10d 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 > ENTRY FRONT WALL SCALE:NTS ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. • SIMPSON LUS26 w/ (8) 10d NAILS ZSEE OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8) 16d NAILS TO 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 4 1/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF g SCALE:NTS LOW ROOF/WALL SHEATHING ATTACHED PER NAILING SCHEDULE 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/—"- L (2) 2x6 BLOCKING UNDER FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @a BUMP OUT 39 SCALE: NTS DETAILS &SECTIONS � Q � o 0 z N O z m z o U) z ° N o v (D 4 Vi Y r6 OW N c o �N = � � U 0° w o g I _� ! = Il�IiI !ii U o c 0 0 ¢ m U sm N N U) o '4 c) It ifi y LuLU_ • �_ aw LN d inz+� o x �LI���� •- e 'CJ 'moo Q �' .� VA; 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. oCID w M M ¢ z0 Z Q ;= E zo oo » <Z � HO 00 O E NCC �< z 0K a z L g �pQ Qo �w � mo .% Vi C Y U °E Z z o¢ ao W Oz o ', W w< F >° IIIIIIIIIIII� M il¢ a 3 2O 0 co nL' W •� O O L O C > CV m 0: r_1 Ln LO ... (0 0LO r N O d M M vi I o Z cco ; 0 ro C a ci JOB NO : 19-5891 SCALE : AS NOTED SHEET NO. D 1 —Tj-ff FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE WEATHER RESISITIVE BARRIER TAPE 3 (ASSEMBLED WINDOW) z F z SELF-P HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weather resistive THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW 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 (SEE DETAIL WP07) ED FLASHING y L- SELF -ADHERED FLASHING NAILING FLANGE rvMorliNu ru+anirvia SELF -ADHERED FLASHING DECK JOIST NOT USED E AM 0 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 RIM JOIST 8 2 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4'4' BEAD OF CONSTR. INSTALL SELF -ADHERED ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THRESHOLD OF DOOR AND RETURN FLASHING, SEE UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHEF O SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER PLASTER STOP - CONTINUOUS BACKER - ROD & SEALANT A SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING PATCH HERED FLASHING 1 2 4 5 STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH Q SELF -ADHERED FLASHING 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 (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) SOFFIT/CANTILEVER 0 SELF -ADHERED FLASHING INSIDE CORNER Ground Water Resistant Barrier Lath Sheathing Stucco FOUNDATION WEEP SCREED LEGEND SELF ADHERED FLASHING (SAF) a DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS \STER STOP A NTINUOUS BACKER ROD EALANT MENTITIOUS FINISH STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH FLASHING REQUIREMENTS R609.1 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. R703.2 Weather -resistant sheathing paper. One layer of No.15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.4 Exception: Omission of the water -resistive barrier is permitted in the following situations: 1. In detached accessory buildings. 2. Under exterior wall finish materials as permitted in Table R703.4 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.6.2.1 Weep Screeds A Minimum 0.019-inch (No. 26 Galy. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1 /2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 Detail Instructions Refer to the number marked as(Din each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary Cement Plaster in accordance with ASTMC926 over wood 2nd floor 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 r� � V M � z o o m co S z J M d N M Z v C1 W tL yyy 4-,J d w o W I- N c E l/) U 0° W m P- J2 E 0 $ = I'' Q rn rn �m N lD rn o gti� o z M m 2 . c�i . a W - a LU c oN v y 5 Q o Z O is N . C N O W � E W aN<M Q ❑❑ 0 CV M 00 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 co M M z o Z Z 4 zo Q O Z Q N QE o wz za oa I- _ E O XO0O F i 0 O 4 aZ N ¢o ¢❑ WW i rp I. N Y U "m m0 o Z Z <° aW �z co Cn o< '�o U <0 aZ �w xG o CO <CD ;o a x �O 0 > CM ^L, W •> O O L O C > N to 0) T 33 r LO (0 r0 T LO T T N ui O M M O o Z M z j !A r E O N cc a E U � Q p � JOB NO : 19-5891 SCALE : AS NOTED SHEET NO. W P CU cn CU N �. U N 0 C N C Ogam „♦ Q_ O ICU -0 IJ.. .� U N U 0 v Ca cn r ' O Q O March 20, 2018 0 U_ C� O C� y- > Re: Wood Construction Connector Compliance for 2015 International Codes & 2017 Florida Codes .� O O To Whom It May Concern: CU 8_ (CU 4` .-^ Q Section 2303.5 of the 2015 International Building Code (IBC) and 2017 Florida Building Code (FBC) specifies that •- V J joist hangers shall be tested per ASTM 07147 Testing and Establishing Loads of Joist Hangers. Previous versions of the IBC and FBC required testing to comply with ASTM D1761 Test Method for Mechanical Fasteners in Wood. Both methods determine a connector's allowable load as the lowest of the following: 1. Lowest ultimate of three tests (or average of 6) with a safety factor of 3 2. Average load at 1/8-inch deflection 3. Calculations per American Wood Council National Design Specification for Wood Construction (NOS) 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 he adjusted when tested material properties exceed the specified properties. ICC Evaluation Services (ICC-ES) revised AC13 Acceptance Criteria for Joist Hangers and Sirrafar 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 building departments under the 2015 I -Codes and 2017 Florida Codes continue to accept code reports showing compliance to the 2012 and 2014 editions, respectively, until July 2018. The information in this letter is valid until 6/30/2018 when it will be re-evaluated by Simpson Strong -Tie. Please visit w,vw.stronctie.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 dw1BDW Engineer, Southeast U.S. Branch Page 1 of 1 Senpson Strong -Tie Company Inc. 2221 Country Lane McKinney, TX 75069 Phone: 972.542.0326 Fax 972.542.4139 wwmstrona6exom W Z �_ O O Q U O V, CC U m O L w a N Z Z Q J SHEET NO. PA 1.0 � a �r.._� e. '^r mi Y z� `4' fy H. ! ^,�. �,,�� 'e, v}��4 •• � , :'. � . � -.?u�' b�L i1 ',' ^, rfi; � I°r9..h� *i MAN E'�w-, .'A rTM .�� tNq min E is,T � +"-. -�.., ..,.v - ' , .. � _ ,-_ 3�, � Y� - $ toJ '� s'£ .,✓ ..-�. ,Y' x � ...t > �t^...m�a' �.,- ..- A3 FL17244.1 ESR-3455 A23 FL10448.2 ESR-2606 HD210.2 FL17232.3 ESR-3445 HU210-2 FL10856.4 ESR-2549 HD212.2 FL17232.3 ESR-3445 HU212-2 FL10856.4 ESR-2549 HD218 FL17232.3 ESR-3445 HU216 FL10856.5 ESR-2549 HD216-3 FL17232.3 ESR-3445 HU218-3 FL10856.1 ESR-2549 HD28 FL17232.2 ESR-3445 HU26 FL10856.3 ESR-2549 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 HU810 FL10858.10 ESR-2549 HD0410 FL17241.7 ESR-3444 HUC0410 FL11468.11 SIM200804 HGA10 FL17699.1 Evaluation Report HGAIOKT FL11470.4 SIM200803 HGAM10 FL17699.1 Evaluation Report HGAMIOKT FL11470.4 SIM200803 HHCP2 FL17236.7 ESR-3448 HCP2 FL10447.2 ESR-2551 HTA18 FL17880.4 Evaluation Report HETA16 FL11473.5 SIM200802 HTA20.18 FL17880.4 Evaluation Report HETA20 FL11473.5 SIM200802 HTT18 FL17324.2 Evaluation Report HTT16 FL11496.1 ES-0130 HTT45 FL17324.2 Evaluation Report HTT22 FL11496.1 ES-0130 HTW16 FL17244.8 ESR-3455 HTS16 FL10456.22 ESR-2813 HTW20 FL17244.8 ESR-3455 HTS20 FL10456.23 ESR-2613 HTW24 FL17244.8 ESR-3455 HTS24 FL10456.24 ESR-2813 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 FL6223.3 Evaluation Report HGT2 FL10456.18 ESR-2813 HUGT3 FL6223.3 Evaluation Repo PRODUCT APPROVAL SPECIFICATION SHEET (201$) January 9, 2019 As required by Florida Statute 553.842 and Florida Administrative Code 98-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the 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 N Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Ng. 1 p18 12112J2018 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 3 pf 8 12/12/2018 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pace 1 or I , arAola Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pop I of I ermla Cn +� Co > V O -a--a /L Q W /�� O nO 1..� rPSLt EntlN or gig 1JI, rate p-limo fat IYa! Version ManufaMurer Co^taM Engineer&Cleanse Validated By Validated Submitted FRC Approval Approved Ittglt Ili trigoin Code Sol or Qg(q p�(g Data Pending gg(p, TjMt Version Manufacturer Cordes Englneer&Llcense Vallr(l Bv. Validated Submitted FBCADomval. Aoer_oaed. StatusCU Revision 2017 FLsi0281-R'2 Sete! 1 Therma-Tru Corporation Category: Ederlor Doors Subcategory: Sr4nging Exterlw Door Assemblies Compliance Method: Evaluation Report from a Florida Registered Architect or a Ucensed Florida professional Engineer products-: ProtluM Motlel.Number err Name a. Thermal Fiber -Classic and Smooth-Ster Rick Wright Lyndon F, Schmid, P.E. Ryan J. King, P.E. (419)298-1740 PE-43409 (813)767.6565 Mckw(gmbldigconsueards. com QuaIIN Assurance Product Oeaertptlon C draet Exolratlgn Date Nominal S&039;8 &quotNon-Impact&quot; Opaque 12/312020 Composite Edge Fiberglass Single Do. On! sill, X cmllgurdon) 10v152017 07/122017 _ "'_ Aporoved for Use Approved In HVHZ Outrltls No 10/182017 12M2/2017 -;.. for Use Impact HV11Z Resistant Yes No Dealga Pressure WA Approved Ravlslon 2017 Thermal Corporation Category: E denw Doors Subcategory: SYAnging Exledor Door Assemblies Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Fl."46fi-129 Produota Sege prodM Model. Num bar or NM , a. Thama7ru Fiber -Classic and SmOotttSla Rick Wright Lyndon F. Schmidt, P.E. Ryan J King, P.E. (419)298.1740 PE-43409 (B73)767-8555 MokwCrwbdgoonsul ads. cum Quality As summe Product Oesedotion C rdnet Expirstio n Oate Nominal 68df39;8 &quolNoMmpact&cud; Opaque 12l372021 Composite Edge Fiberglass Single Doerr (Inswingl0dswirg; X cmeguraton) 17/132017 12/132017 1221/2017 .. Approved for Use A,,m,,dfor Use In HVHZ Outside HVHZ No Yes ➢2/172018 Impact Reverent No Approved Castor, pre -re WA 9w min 1C� Revision 2017 an& 1 TMnmaTro Corporation Category: Exterter Door Subcategory; SvrinpYig Extor+or Door Maarrblles Compliance Mood: CertiBntien Mark or Listing a. &quotC%smk aCm aquot and &pnnotBenchmsrk by Theme-Tru&quot EnttaL.rs )=.O�.L� mdwm By Rick Wright National AomedViOn & Ryan J. King, P.E. (410) 2WI740 Management Institute (813) 767-8555 ddnvervrbldgmgidtanb. wan Ill and 8A Opal and Glared Fiberglass Door tvah 12131=1 and without suitable. mowing and Oulewing 20 get y) A��y 12f2M17 OW21/2017 Aooroved forth Approved In HVHZ No gem 20 �`a�y8( 12222017 for tl" hoped Yes No ggegp I- WA low Approved 22& � Wanton Review 2017 Aa3 6 ThermtTru Corporation Category: Efderbr Doas SUOCals": Swinging E:dalor Dow Assemblies Compliance Model CorM=b n Mark or Listing a, dquot;Smo*sSWr&quot and SguatBanamark by Th r TnAqud; Enter Validated Rick Wright National AmedtOw & Ryan J. King, P.E. (419) 296-1740 Management Insists (813) 767-8555 rMoollimbMgconeu8ans. own &8 and Bm Opaque and Glaced Flberpau Door wish 12031=1 and vdtltwR SWba Yawing ant Ouawifp 20 20 Pelf ge a 12=2317 002112017 12221i A UM Aggrovd,mc� tag l In Hi No Yee No Approved 229M F WA aTT1 ' ` '^ �••/� L„J v/ Co� � � C � TS V � O /O- O O � O L Co O ' /}��a �. '^ \y v_, E O ^VJ, Cn O scat e'er-- 4 V 6-0 � a �i..i v, .(s ♦ f1 v � � W a:y� `\J O Q . ThermaTru Fiber lassk a mod err ominel 9;0 cud on- mpact cud; Opaque 12/312020 o es NI Composite Edge Fiberglass Single Dow 0nswm tswi ;Xconfiguration)onsv4ngXxdswlrg; 6 f. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8MS;0 SquotNon-Impact&quot Opaque 12/312021 No Yes No WA Composite Edge Fiberglass Single Door X configuration) 9 I. ThermalFber-Classic and Stroll Nominal 6MSS&quwNon-Impact&quot; Gull 121312020 No Yes No WA Composite Edge Fiberglass Single Dow (Inswing/Outal X cadlguration) 9 I. Therm&Tru Fber-Cressic and Smooth -Star Nominal 6&#39;8 &quotNonrlmpad&quot; Glared 12/312021 No Yes No N/A Composite Edge Fiberglass Single Door nvlll rtutavwng X corn undo 14 n. Therm-Tru Fiber -Classic and Smooli Nominal S&l drquolNon4inpaci&quot; Glazed 121312020 No Yes No. N/A Composite Edge Fiberglass Single Door neat to " ' a M r• s c a o na on- pa o ,. s N. Composite Edge Fiberglass Single: Dow (Insvdtg/Oulsvvlrg; X cbnngumllcn) svA ;.X configuration) Florida Department of Business & Professional Regulation page I d1 Florida Department of Business & Professional Regulation Peg., d1 Florida Department of Business & Professional Regulation Pali Florida Department of Business & Professional Regulation Page loft Building Codes and Standards ,farmla Building Coda and Standards 1/5/20145 Building Codes and Standards n 2o1e Building Codes and Standards ,&•tole Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail a e 5232-Pe Smith graft a 20 tale ILtr.Caodm go Cod Et t or 20 ge coalPandaa 20 fl!8322$4 Rlmk Ent[W or ge ge Dab P-A- fats 9,a1A112r81 Caters EWtaLor gale gm gm.PaaAm glue in Variation jigallagglas cm P 3L� VekIWWBy Merced AWImBfd PBCAssai l ApmYad AMR LM Vmlm no"Lde94ser Contact KUMMItAlkm InDdHadBt Yid" AldimaYd FOC Ableroved Aomptad At" LM Vandal mitaidallaw Contest Emb[aLi� VWMstedIV Maly itOmitla4 FOCAm[med Approved AtahM LM vmim l Curtest EmIIMx&Li� V■ildaeedad MAN" AgQmrsd MOAm[pal AYarsYd AIaSM Revision 2017 MI VWndoeve and Doom Brant Stanger Luis Robsrlo Lorries Steven M. Uri PE OSM32017 01111f2017 06/16=17 ,0110/20117 Approved Revision 2017 SN Windows and Doors FrontSMnga Luis Roberto Lomas Staves M. Urkh, PE 08113=17 061112017 08115=17 1011012017 Approved RevNkn 2017 M Winsome and Does Brerd a"( Luis Roberto Loma Steven M. Undh, PE 0111 08/11/2017 0a1l& ,7 10110121117 Approved Revelon 2017 M Widows and Doers Brem Stanger Lute Robert Lomas Sloven M. Uddm, PE 08/13/2017 0&112017 0&162017 10/102017 Approved Category: Exesrbr Door (717) 36&3300 PE42814 (717) 317.8454 Category: ExeerWr Doors (717) 36&330D PE-62514 (717) 317.8454 Category: Exterior Door 1717) 365-3900 PE81971 (717) 317.8451 Category: Elderior Door: (717) sas33oD PE42611 (717) 9174M64 SubCaftill Setting Exteda Dow Assemblies bsft"mkvd.am subcategory: Siding Ederlor Door Ascemblbe beMngefQmiwd.Com 8ubCabgory:6Mig Exterkx Door Assemblies bes8n9a@mNnLdad BubCetepay: Sldhp Exterior DoorAarrrbltes beMnpsrQmiwd.mn Compft me Method: EvalwNon Report tom a Comp r4o Method: Evaluation Report from a Compliance LUVW: EnNetlon Report tom a Console" MdIroC Evaluation Report from ■ all Registered Architect or a Licensed Florka Florida Reglatemd Architect or a Licensed Fonda Florida Registered Architect or a U ..sed Fkdtla Florida ReghNnotl Arehiled or a Licensed Flerlde Professional Engineer PMf&U;DnW Engincer PMUUWft Engra a proMabnal Engineer Atrsrmfdfor Use Ag,,&tdaeUse amast gager QuakerAe Amroved for Use Ancereved for Use add 21WM OusllbrAnomalies Amaral for Uu Anchored forlert admel grim FLi18ffi241a ProrkMte Amamlalfor Use Approved for Uso ]mow )Calm AW Product Model. My" or Home in HVHZ C7ftmo-Hwz mlataW PPJeeagrs LgA product Model. Number or Norne C to Hi Oubd& gniowt P.Dsgrs, Eta.! In HVHZ oukk ttJlAli Restated PrsHLrs Aga! ProdusighbodeLlithantlearal Prsdulct. Contract Exohwdm DItA a,tPQZ-iIY.tlS mookum P[M!g! 3 SERIES 4M ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OXO 121312010 No Yes No WA 4 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OX, 12/31201S No Yee No WA 1 SERIES 420 ALUMINUM Si SERIES 420 ALUMINUM Si OXO 121311 18 No Yce No WA 2 SERIES 420 ALUMINUM SOD SERIES 420 ALUMINUM SOD OX. XO,XX 1203IMS No Yes No WA t45-9/4&quotpol8&gnot XO, XX 966g000desqui 145,V4S4uWW0&qua; NON -REINFORCED B66quo"SIMrw6q tNON-REINFORCED mi Florida Department of Business & Professional Regulation Page 1 w 1 Florida Department of Business & Professional Regulation paps 1 w 1 Florida Department of Business & Professional Regulation page 1 d 1 Florida Department of Business & Professional Regulation Pegs, d+ Building Codes and Standards 11=18 Building Codes and Standards 11=10 Building Codes and Standards 115120+8 Building Codes and Standards +ffill Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Datall )FILM Cott i g 1 RM52MM 9g PA& Pe nms&um ge eaNUPOWIM nt) lel"141:22 Catgle gPeEnttas[ mom Vwlon 1tM6lisgiaga Cooled EoWMKAMO a %%NdedBit Yalaw AgisaW MCAmrginal Yerslen ! Contact 1!1.* raLr� ItaBdWWmf %48&W AID PE&AonalW Apg[0td A1W! lirsa Yedm magglagai Contact EmloaMALk� Validated By Melded Age FDCAgo@d Amm.tl AMR 110 3(wsim Mffmdwtww Coast Erad�aLim VapdstedBy Itdo" AWmdled F9CAmmxN Asmnrd AN" Revision 2017 Cbpay N&ft Products Company Made WaWANid Irivak Tedmg Servicee NA Gary Kohler I IrZ 017 05/102017 1205=7 Approved Revell 2017 Cbpay Bul dig products Company Mark Wsaterfied IrxeMk Testing SarA= MA fury PfuehMr 11/20/2017 011110121 12105,2017 Approved RnWm 2D17 ins Windows and Doorss &eat SWhW Luis Roberto Lamas Steven M. Uridn, PE 0813021117 0112017 061152017 101101 17 Approved Revelan 2D17 PGT brush Dean Ruak Mieff"We BCCO - CER mNamFDade BCCO- VAL 12202017 11/282017 122s=17 Approved Category: Edell Doers (513) 7704M Inc. (513) 5198586 Category: Exit for Doom (513) 770.8062 Ina. (513) 5184n588 Category: ExWW Doom (717) 368.33W PE-02514 (TM 31743454 Coaster : Extend, Doom (941) 48"100 (786) 31 &2M - SuhCNspory: Sectional Exterior Dow Assemblies Compllanse Meerod: Cadeka0on Mark or U sti ng nw OoMrBeM@d.M co n SubCobb9m: Sectional Exterior Door AmewribMs Compliance— aho h CCerdlkatlon Mak orr Listing �PaY.Com Ex pay: Ceding Exterior Door Assemblies subCabCompliance 21a , : Evaluation Report torn a beMrrger�nWaN,corSiding Subcategory: Siding Exterior Door Aswnbtles Compliance Metliod: GM Wwhon Mark or Lmdng .inn Florida RepN�d Archtecl or a Licensed Errata CIO auiw. saooa AmnldjorUn Approved for Use anml3 Owns QualeLAssm Annroved for Approved for Ur hmd DOMM nMB33ZMPfdmb QWft Assuralm Approved for Uso Approved far U" helped Doolon lag 37 MFingaltam}Z 037 Will PAN-2F,51:8, 94, 73, 76, 1500, 190, ?1Steel 7614RST, 41118RS7, BRSF, 21FIST, 48, 42, al 488, 428, 558. GD58, GD88V, Glull GR55V, ARSE, ARbSV, PDoductQxctldon ContraWE&W[donQe Pan (min. 26 go.) Fi gaal (up to iff wise) 051 1202g WINDCODE&gl74; W S Garage Door In OutsideIPQIi No )Sent Yes No Pramual a30 lol PSF imi 83 053 W3.18 PAN-2F153: 84A 94, 73, 76, 1500, 190. 4RST, 4RSF, fell SRSF, 46, 42, 55, 488, 420, 566, ODDS, GDSSV, GRSS, GR58V, ARSE, AR58V, E05S, ED5SV ErsltatOa dWmB consul EXDLTMDR Dab Steel Pan (mat, 25 Ca.) Double -Car (WY to Ill 0&212g2g wills) WINDCODE&6174; W5 Gtesge Door InHytZ No Yes R Iobdt No IYnMIrs +31) PSF/-30 PSF Le! 5 Product Model. Number or Name SERIES 420 ALUMINUM SOU REINFORCED Pit,DOWAORkm Coma[ socialism SERIES 420 ALUMINUM SOD REINFORCED XXX 12/312018 11tOldlift No -Uu � ReabON Yes NO DKm qreeseare WA AgaE f0 Product Model Nairobi orK a SGO.6870 (Lags MIWla Impact) Vinyl Sliding Ghee Door W14MO21 safe Yes Yes Yea P WA EDSS,ED88V 143&quotx98&quct O Florida Department of Business & Professional Regulation Page I pf 2 Florida Department of Business & Professional Regulation e9 Pys 1 a I Building Codes and Standards IV12/201e Florida Department of Business &Professional Regulation Page 1 a 1 Florida Department Of Business &Professional Regulation petal m Building Codes and Standards Product Approval Application Detail +ffm+a Product Approval Application Detail Building Codes and Standards Product Approval Application Detail ,fe20m Building Codes and Standards Product Approval Application Detall 1=18 INMENIM rapt Entity or 20 leg Date pending gait FL01IM417 "52794tg ! Lai Version Manufacturer Contact Engineer&License Validated By Validated Submitted FBC Approval Aooroved ltdU& sm Im Version Reason 2017 1dmdbdurer CURRIES Division of AADG, Inc EnttaL9L gamMft Engineer & Lhwm Ve9tlalad By DWIC Dew UL LLC Ted Somas, PE 211 21M Validated AWmBtad 111302n17 1012111 DabPemBm tars FAGiple ins Approved 12A052017 two Approved Revision 2017 MIWAdomand Doors Cal W4ndevrs Sul,Category: Single Hung BrentSftlingw AmmanArchfiecturel Steven M.1.1iPE (717)366-3300 Mawdacturers Association (717)317-8454 bsbingerCenhvd.com 12,292017 12/132017 01/082018 Approved Cpk UK Yersim Revisisn 2D17 kimudictum Cteprry Bddkg Products Company ErstaLg contod Enakw aLi� IfeWYad Ry Mark WeaedNM lntedek Teal Sarvkss NA, Gary Pfvehisr Pe 20 Ydtltld Aldmom 11129=17 08/1012017 Dab pension 20 FOC Assistance! Am@val 12106/2017 AN" Approved 920 mm Kiel= Revision 2017 Ilan Clil alleging Products Company EndW Coed Erwhl ALJ� Ve9ddedey Mark West~ InteMek TH" Services NA Gary Pfoehler Ra .10 DIW 20 VsUdmMd A3dmWed FOC AW WA Amlpled 112am17 08/10/2017 1211 17 IWO Approved � - Category: Exterior Dom (641)494-2844 (306)$684707 Com peance Method: Certgcatlon Mak or using Category: Ederbf Doom (513)7768tM2 Inc. (513)5198586 Category: Edabr Doom (513)7704n062 Inc. (613)57&8568 - SubCa*gmy: Exta or Door Components Comparhce Ilegrotl: Calaostloh Mai or Listing dave.cloclMoseu bloy.ao In FL1111T499472 Products -., ,. _. -: :. .... . " Subcategory: Sectional Exterior Door Assemblies Compares Msend: Certification Mark or Listing mrvestorSeq@Cbpoy-com Subcategory: Sadionel Exterior Door AsmmbUm Comparhce MetlteC Certlilestlorm Mai a LMImp RWOSWnfiewcwopay.00m Ran19r4tl Re411E1f a" Product Moda.NumbjL2LbU a QualINAsaurance Product Desc Mallon CmmroctE--radon Oat, Approved for Lee Aoorovedfor Use )n HNjj Outride FNHZ Im agt Resistant Qgp)gg pressure FL#162724t$ Products FLSiB2T94t5 Products AMA Closer A� ApYped for Use Approved 16IB(IZ Outside .for lh! Nominal Hvi fissagal glum P- Ant Approved for Use Approved laIAQZ gldegatirifi forth small Dell Plamle Apgi PpkaeMed.I.raberaarm. QLMW Assurance Apemved for U" Aggrieved for Uvo lmmed letaB¢ lAftli ldulent Len 2 185 SH 52x84 Fkuflangs Frame IG/SG Single Hung 10N92016 No Yes No 16o%60 1 807. 707, 727, 747. and 547 Sigh and Psim of Doan Flush, OWW, and Lowaad amgla and plus of 121312028 Yes Yes Yas WA a5 085 VAWM PAhll53: 73, 75, e4A, 94, 42, 48, 428, 488, Steel Pal (min, 25 go.) Sing"ar (up to 9V wkle) OsQ12025 No Yes No -38 PSFI.42 102 102 06-18 PAN-2F163: 73, 75, 84A 94. 42, 48, 42B, 488, Steel Pan (min. 21 ga.) Do -Car (9'Y to l(i 05212028 No Yea No -37 PSF/l hollow meal doom. 4RST, BRST, GOES, GASS. AR58, FOSS WINDOODE&M74; We Garage Dow PSF 4RST, BRST, GDSS, Gill ARCS, EDSS wide) WWI4000DEed174; Wit Go sae Dow Pi O Florida [)apartment of Business & ProfessorialegU 8 on Page 1 rf 1 Florida Department of Business & Professional Regulation Building Codes and Standards papa, Of 1/5120ie 6 &Professional Regulation Florida DepeAnrlerit Of Businessg., Building Coda and Standards P,d, Iisale Florida Department of Business & Professional Regulation Busldlft Codes and Standards Paps, Of I/d20,e Building Codes and Standards Product Approval Application Detail 12112/2018 W Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Cn /o `v Cotle EndN or 2ALL 21111 Date Pending 2mi LZ verslgn Manufacturer Contact Engineer&Cleanse VMidated By Validated Submitted FBC Approval Apgrovetl +`i tatgt 1111111111111341,811 P Gadt mm Version muldistatia Enter Corded Enak tl AJicense VaBSWed by )ale ge MIN" AWOMi Date Beim gale P.ACAm wM Aon®id AMM ,Gate mm Version R%nubellrsd Eaft or Contact Eneur.&Lrp Vaedded By Isla gin PePi9dsm YaBed d Submk FOC Aggral data Apt Argent 996 Do Version ! Enft or cowAd En,k tl &.Ltrs V lkhOd By Pao ge Yald" tilmmlml Dab pow IA 2e IN AopDVW Approved lift Fill 2017 M Wlndows and Doors Category: WWndows Brent Sethi Amedan Archtiecturel Steven M. Udch, PE (717) 365-3300 Manufacturers Association (717) 317-8464 01212018 01/032018 01222018 Approved > Revtebn 2017 Ml Window and Dome Category: Windows Subcategory; Fisted Compliance Method: Catllkatlon Mak or LWV Soeat SMnger American Amh8Nd11ml Stevan M. Uridi, PE 17) (73853800 Manutedurers Association (717) 3174464 baMnger®mMd=m 12131/2/117 12131/2017 01/040118 Approved Revision 2017 par Industries Catspay: Wrdowa SubCabpay: Fired Com Ol Method: Codification Mark or Us" Dean call Mool-Dade BCCO-CER MWMW38N BCCO-VAL 86.Of (041) 400 (786) 316-2590 druadr®pgtlnduembs.mn 122mil 1ZV=17 12/2&M7 Approval Review 2017 PGT MdusbW Category:VNedOwt Subcategory: Single Hung 4lompgroe Model Constellation Mark a Listing Dean Ruak Mlana-Deeds BCCO-CER MIamFDaM 8000-VAL dmsl488-0100 (7B8)31b-2590 tlruar kkapptlnduabbe.Com 12ill 12/06=17 12252017 Approved Subcategory Horizontal Slider ompiler method:CeMmcdion Mark or Usting compliance `;�kj6353dt6ProduMa . bselingar@mMd.com . for Aooroved for Use beaipn - O CL Sete! Product Motlnd Number or Name D WIN Aseu ProductDaatedGla Codmct Exdmnon Dete Aooroved Us, Impact 1D-No Dutrde HVHZ BtataSaOi Pressure aw Product Moll Number or Nora Product Dumdodw Control Expiration Dots In Hi gem t� Restated gMlm Plateau AMI PQRWMdgmwmomaw Approved for Ilae In Hi Outside HVHZ Jet BN.YW Putap P� AMA Product Model. Number or Nrne gYYd g AQ�d' ,1$dta! 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Samdt P.E. Ryan J. Kkg, P.E. (419) 29B-1740 PE-43409 (813) 767-MM Pe Pe Yandod Aubmaid 101182017 10118=17 Dom PORdm gale IWAootlral Aoarslad 10222017 1211 soda Approved grit Im! Version Ravhbn 2017 ➢ M Windows and Done Coaxial Whitlows Eam= Corded Eg.ha -ALticamse Vaudnwfiv 9nem BMnger Luis R Lomas, PE Steven M. Uflci PE (717) 365-33M PE-62511Category: 317-0154 gale gale 2OLftmm Valued AWLMNtl FWAm al 1023/2017 1&182017 10/211=17 20 Appntd 12/12=17 Ewa Approved Ldt Man VeQlm Revhbn 2017 vissilligiali Pi mdusmles C d &t& or Contest End- aLkama VIkWWgv Dean Runk MunFDede BOCO - CER MamW)ade BCCO - VAL (758) 315.2580 (situations 2ma gale Vessel AWmlfrd 12/05=17 11116=17 2MLbadm gale NOAmravi Ago[mted 12MOM17 sm Approved Snide 1ft YMem Revision 2017 abylimom Ja Herb Buedhg laroduda, Inc. Puml Walls Enttawr Contact argil paLka Vs9dateday pinPheing Zhu Resold I. 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Ogawm John Southard, P.E (909) 34942W PE-24121 (352) 367.2528 PingsMng.zl8r�ermwhar db.00m 0825=17 OWSM17 ua2B2017 10110IM17 Approved Revision 2017 AMU Caisyo it Panel Waits armCataB°7: SaMM Compllance Method: Evakat on Report from a Forks Registered Ambled or a Licensed Florida Professional Engkww Nick Thompson Lyndon F. $chnddt, P.E. Ryan J. Keg, P.E. (330) 922.2389 PE43400 (813) 767A5SS n9wmpson®ateka.cerrm 10104/2017 10108/2017 1 Wi IJ2017 12/122017 Approved Revision 2017 Aside a Category: Farrel Wails 8ubCat.gory: SoltMa compiler rw Molmd: Evokrallo Raped from a Florida Registered Arddbct or a LioNneed Flwke Professional Engineer Nice Thompson Lyndon F. Schmid, P.E. Ryan J. King, P.E. (330) 922-2389 PE-13109 (81S) 7876555 nthompaaH&ateks.com 10/g12017 10/032017 10/11/2017 1211202017 Approved Revision 2017 GAF Category: Roofing aukC Compliance : Wmd: Shingles Report from a Florida Registered Architect oroa Licensed Florida Professional Engineer Michael Well Robed Nbminen John W. 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Cwgwy: Romig BmbCabpmy: (Mderleymaaa Compliance Method: Evskudion Report from ■ FlWa Registered ArchMct or a Licensed Florida Professional Engeroer Kew Eden Zachary R. Prikel Locke Bowden (417) 6243614 PE-74021 (334) 300-1800 kari_ederafardao.mn 10/19=17 W05=17 10202017 12/122W7 Approved Revision 2017 LV. Thompsau, Inc. dbe Thompson Ardrdectural Metals Company (TAMCO) Category: del are, ed AccessoriesSystem Subcategory: the fingRoofing ComIntegph Pad m time Rooting aysbm Ev Rapori mom a ComplbnceMaed Tony ChdWon Zardlary R. Fred Locks BorVen (813) 2483456 PE-74021 (334) 300-1800 ng.corrh 10MOW7 10/102017 110N72017 12H22017 - Approved Revision 2017 LV.Thompson, him dbe Thompson ArchitecWnl Metals Company (TAMCO) category: Roofing $ubCxbgM: Roofing Method: Ev port am arc ReportIsmFla Event, Tory Christman Zachary R. 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Bucker, P.E.® Michael John RbkrNr, (904) 783-04M CBUCK Engineering P.E. da1lrQfiarnce.wrn PE31242 (561) 414.7557 20 20 DMG relmgm Validated AWMIod ffir AnwrovalAsgard 10262017 10/05=17 1OW2017 20 12/122017 &Lisa Approved Revision 2017 FL&1T202�tS _ Lomanco, Inc Category: Roofing Subcategory: Rooting Accessories that are an Iweprel Part ofthe Roofing System Compliance Method: Evaluation Report from a Ronde Registered Architect or a Licensed Ronda Professional Engineer Predueti ` , ` � . � . - Andrew Can.r James L. Buckner, P.E. Steven M• Unch, PE (501)982-6511 PE31242 (717)317-8454 scarterelortmnco.com � . , . �. ,: _� . 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Knarevicm, PE (054) 869.7545 PE-44167 (954) T72.6224 2dt Zak !tom mwwod lmww tl FW ADDrMW 09A M17 OW112017 O9/1112017 Rik Agmsrd 12112FZD17 &Lisa Approved s2fe :Bret Ymt- Revision 2017 ! Global Protection Products, LLC. Category: Shutters Eotlat or Contact Encilemer&License VatltlWd 8, Tin RobMwTea Jr.. VJsNw A. TJr., P.E John W. 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Am>myd.for the Apprwatl for Use lmfMre 12aelM a 19 Sl o my 900 -Country Slab, Shake, $late &amp; Split Flit ftft - Lake Wale, FL 10042018 No Yas WA WA 20 Saony OW - Shake &amp; Slob Flat Pro%- Loeemp, CA IQMQ018 No Yes WA WA EKS Pm&AdMedaL NMMer orName PradMOIndoOm Cabaret Examtwmm Date In-I1Lrjg outdo t.�F P1 OU" aw Product Model. NWMM or Name Product Desert m OMOM UdMOM Dots Ig10RF Outside HVniZ Forward Pmerrum Shake 1 20 Gags Galvanized Steel Storm PansbBlVHZ Corrugated Galvanized Steel Storm Puub rebbed 121312019 Yee Y" Yes WA 2 24 Gage Galvanized Steel Store PambMHVHZ Corrugated Galvanized Steel Storm Parols retained 12131=9 No Y" year WA or not by trade; to provide hurricane prdedkn. or not by trade to p rvke hurticaes protection. Search CIM& SHEET N0. PA 10 N }e (� U 0 -i -a L /W�� C O O CU •� � V+ C � �R Q _O `�V O � O � O LL �R _ ♦ V O L1.- .� 2 ''�^^ .� V/ O CL a- Florida Department of Business & Professional Regulation Page 1-1 Building Codes and Standards 1/7/2019 Product Approval Application Detail Florida Department of Business & Professional Regulation Page f or i Building Codes and Standards Ionia Product Approval Application Detail Florida Department of Business & Professional Regulation Peps l w+ Building Codes and Standards Iffim+a Product Approval Application Detail Florida Departm arf l of Business & Professional Regulation pegs I Of I Building Codes and Standards Ionia Product Approval Application Detail Coate Entity or 292 Dot. e Pendent Tie Version Manufacturer Contact Ermineer&License Validated By Validated a rr4�itted FBC Approval roved Status Revislon 2017 All American Shutters and Glass Mike Barbieri Frank L. Bernardo, RE Troy Bishop, P.E. 04202018 10202017 04202018 06/122018 Approved Category: Shutters (561)712-9882 PE-0048549 (954)947-0880 Subcategory: Storm Panels mlkeb@allamed-shutte Cwnpllance Method: Evaluation Report from a rs.com Florida Registered Architect ore Licensed Florida Professional Engineer Lk77s164.R1 `riremucls y b - r : r. .. � ..., r,. *, ..• . ..., .. .. .. • .. Impact . Desch • , flalN Assumes Aoprowtlfor Use Approved for Use De $ep# Product Modal. Number or Name Pro" Description Contract Expiration Data Ip,�(j Qutsltle FiVH2 Resistant Pressure 1 24ge Gelvaniied Steel Storm Panels 24ge Galvanized Steel Storm Panels 12/312019 Yes Yes Yes NIA ice!Enter w Ilia 20 Dow Particular 20 i1f91 version ErAdM AJdllplt Validated By V S! Pali AYQNred Ali" Revision 2017 net Building Components Group ono Stuart Lewis ICC Evakot8on Service, LLC Welam M. Ronlarl, PE O911a2017 091072017 OB2112017 Approved BSuubategormrcture y: Truss Plates sob (847)918-8473 (407)8811517 Companies Aled": Evaluation Report horn a ebvrb@e aNw.uwm Product Evaluation Entity Camara Associates Approved for Use Approved for Use fit gomm Alai Product Mocial. Number a Mom P Coherent ExOkai.Dab la-HVHZ Crubelde, IIIVHZ Ifs I- 1 rrW BCG/AWO Higher Strength (H asmp; S) Metal Connector Pus 12/312022 Yea Yee WAWA Enther or go 20 Dab POKUM 20 mm Yonion Manwaam Submittedconftt EapIBSSS.L�t Ytadamew yaw" AIIISubmittedPW AxecrMMl Am[mod Revision W17 net Building Components Group Mc Stuart Lewis ICC Evaluation Service, LLC WMam M RonierL PE 09/19/2017 (ISM72M7 09121/2017 Approved (847) 9788473 b 88 - CompNanu Mora Evaluation Report froma Subcategory: Truss Photoa saw dprrt ( 7) 11917 Product Evaluation Entity ELatlMte Quaft Arrears AaomeW star Um Iago 92" Ilia Product Mo&L Wmbw or Neon In HVIC. Oulaide HYM R@BktiM IhlMaR 2 ITW SCG/Alpine Hir" Piss Malt Connector Plate 12/312022 Yes Yes WA WA 926 Iinthev Car 20 20 D no min VOFGW Sah �uAl� sEoVaoddmI t yAmod Submitted FOCAm�Y aoemxm &I" Revbipn 2017 11W 8 . 01 • from,aSubcategory: Thaw PloNs pineltw.00m ( 7)8811917 1 (847) 918-0473 40 Cortriellonews Evoluartion Report Product Evaluation Entry FLitMa4M Procure Quality Assurance, Ail ,d aer U" Wad DWW III lam l .lam. Astilialatt Pressure, 3 ITW BCGIApow Tndox Mew Connectorete P12/312022 Ya Yes WA WA Florida Department of Business & Professional Requital Page 1 or 1 Florida Department of Business &Professional Regulation Pegs + m 1 pe eg Florida Department Of Business 8 Professional R Nation Pop or+ Florida Department of Business &Professional Regulation PAP 1 m t Building Codes and Standards 115410111 Building Codes and Standards 116=13 Building Codas and Standards Ionia Building Codes and Standards Ionia Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail PLR#" 0 EW.L9r gels gate ode 211a FLMS74tl gall EW9L9r gale 201 Dow PMURM 291 FLM$74M Sate Entill, 21K 20 Debt Pe lm Rik nme74o Swish grAW am go DOWPHOM no bit! Yml9a ! 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Cate": Structural Components a Competitory: slashed Cemppura McWod Evaluation Report from a Evan Product Evaluation Entity David Wart ICC Evaluation Service, LLC ICC Evaluation Service, (314) test-7480 LLC. dwer�mlLcem (205) Nt9D-9B00 10116=17 1gIISM17 10/222017 Approved Revision 2017 Mprek Industries, Inc. Cabnory: Structure] Components panupNu+p Mahe: Evaluation Rape tram s Product EvaluationEntityEnny Plain David Wen ICC Evaluation Servla, LLC ICC Evalusbon SWAN, 374) 851-7480 C. dweuf�rd.com (205) tc99-9B00 IOIIW2017 10/19=17 10222017 Approved godkAW Approved for Use Aeoroye for Use knomt 21MM Fletfa74M Prpduns OwelloAsourankso Approved 0, Use ALUM Im9.9f 2e Fta27a74s Products Aparovdsaw Use Approved for NNW 2290 Ri27e74s Predr b Quaft Asserfortoo Approved far A-,dforur IW 21Wm ANSI product Dnofh3don Contract Exokudon Dow InHVHZ gldtldsNVJ1Z Resistant PPlOMs1 A@" W Nam on Dab InHISIZ Ptdsm, ems! ProduceMadal.Nrenmernwam Ply laFJVHZ Rosean0, aloes Product ModeL Kurntrar or Illoass, so DabhIA7? 91dsNMQY{!Z EWfIQ 4 rrW BCG/AOM We" err Connector Plate 12/312022 Yes Yes WA WA 1 M188148 18 ga. super high strength trust Connectr pate o11D1rm Ya Yes WA WA 2 fat is ie ga. trues connector pus 01/012023 Yes Yst WA WA 3 MT18H8 1S ga. high steno buss mnnedw pub 01111irAn Yes Yes WA WA Search oriental SumIL1J10de Florida Department of Business & Professional Regulation Page I or 1 Florida Department of Business & Professional Regulation Depa eg Pea• 1 r 1 Florida Department Of Business &Professional Regulation Peps 1 or 1 Florida Department Of Business & Professional Regulation Page t of1 Building Codes and Standards 14=18 Building Codes and Standards ,manic Building Codes are Standards sr2o,a Building Codes and Standards Ionia Product Approval Application Detall Product Approval Application Detail Product Approval Application Detail Product Approval Application Dstall FLMit4U min tide Vertical agailablo[ arm gmbw Ep aLi- Validwdav gel 21M mind" Auh0d Oft Pawing gas: FBC Approved Ap9®fd ROME, FILMSTA9 M= 2911112 Vmlon Wmdmdu- Enthy EoWossra1.1 s vrMr.dev gat! y9tBWtl 201 SIIbmISd gmftl%DdMa FOCA-Crad gate Ass®td Amiga FLOM742 2ft Mont Version Altadgimor Itaft or ALk- Valid.reBv 21k gale ydmm Submitted lBgap9tmW 211a Aoorsyd A!•sM 13,i &de b9a yaoim MImllagNIOL Ea for SaWmd I ak..rALlr- vrldr.eev gsk no late Pomerania YAwdod SN4bI &A FOg.An,r gels W Ammnet gob& Review 2017 MITek IrduWiec, Inc. cowwr &rocturr Corponards David yWrt ICC Evaluation Service, LLC IOC Evolution Service, (314) 851-7480 LLC. 1011VA17 10/19/m17 10222017 Approved Review 2017 Moak Industries, Inc Category: Structural Componento David YYort ICC Evaluation Service, LLC ICC Evaluation Service, (314) 851-7480 LLC. 10/19201T IOIIW 017 111 2=7 Approved Revision 2017 Weyadraewer p+bgory: Smidrrnat Components Rob Boldwkl ICC Evaluation Service, LLC James A. Rothman, P.E. (253) 924-8478 (8010 839.73M O6/222017 O6r202g17 07A3=17 Approved Revision 2017 Weyerhaeuser Category: Strudurr Comppnama Rob 9aidwcn ICC Evaluation Service, LLC Jams A. Roth ti n, P.E. (253) 924-8478 (808) 839•1344 OBR22017 06MG2017 07703r2017 Approved BubCsioM: Trust PMtes Compliance Method: Evaluation Report from a dlvert®m8.wun (205) 5994B00 Compliancy: Truss Puss Camptima Method: Evaluation Report from a dwarlQnmLdnrr ('I05) b9g-9800 BubCabgary: Engineered Ev l Lumber Coelpllala Method: Evaluation Report from a RpbeRBaWxMQaeyerha euaer.o»rn Ccpgtlsna Mahe: Evakstlon Report from a C,*NSubcategory:,Engineered Evolution R Romat6aldwlnQwweyenha euser.mm FLP21a74M FLMEK9 Product Evaluation Entity Nadrres Product Evalur0on Enity Product Evaluation Entiy, Product Ev*kWw Entity cluster Aftearsions, Approved for Us ApprovedforlM lmpa9f FLP21a74fa Prod ProductsFlaaa27#a QMWN bwo RNJM Pradues Approve be Use A99t>md,JorUn gg� g� FIaMBt7JM Produce AgorovadfieIlse AOaSvedforlde WIR M gaNm PuodrrAloiLNraMasirNana In HVHZ out" HM ROB PIMMNLa Inn Product Mabi, Umber or Mama In HVKZ glmlde KVHZ Sty Pm m Asal ProdurMaw, Nubs« Kagat Product .P m In HVI OUO" 10119 Resistant Pl m alad In WAM oubmt!I>M1 Plateaus, 4 MT20 20 ga. truss connector plate 01/0ir=3 Yes Yes WA WA 5 MT20HS 20 ga. high ahsrog8l tree connector plate 011012m Y" Yee WA WA 1 Microlsm LVL Li minabd Veaa Lumber 0313/2019 No Yes WA WA 2 Pamltem PSL Parallel Spend Lun4af 03/311MIO No Yes WA WA search C4Mft search Clft& O Florida Department of Business & Professional Regulation Pag., a+ Florida Department Of BU81ne86 &Professional Regulation Pace 1 or 1 Fbrlda Department Of Business &Professional Regulation Peg., r+ Florida Department Of Business &Professional Regulation Pape, at+ Building Codes and Standards 115=18 Building Codes and Standards 115201e Building Codes and Standards Ionia Building Codes and Standards Ionia Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail F1a832740 gde , 2alt g1M 02bPmdaa gals Flaaa2T4M lid! Eam a gale 21M gltal� 20 FLaaa274i6 Lets Eger 20 gel: Dab PauMm 21k gdk EdffiLgr ge& 21M IIift Ew.oa 21K mm YBQIo9 algaidisiam Cgdkgl Etdm[iLMea VgkiMdEW YaaWd bigiald FIC Anceravul Apprad AISa bat YSMhm maildiffilisix Conted EDWOMMALMM mooddaL t Y AubmAld FBC Approval Am@fd Ali" mm Vwhm 1agili99klia contact EmIne's[aui iwodduey mdddd AWMAld PBCA=mul Agmmed AYhM mm Version algatilialM SdmisN aLIC- yalimmm Yalhmm AWMMM IffiA-ro.l A,,,a d $tmM Revision 2017 Yyeyatiscuea Rob BaNwhn ICC EVAM*n Service, LLC JanssA. Rohman, Pa 081222017 O&WIM17 0710=17 Approved Ravolon 2017 Vh"& eustr Rob Baldwin ICC Evaluation Service, LLC Jame A. Rp#-, P.E. 0E222ol7 00IAM17 07/032017 Approved Ravisidn 2017 WeyerhesuMr Rob Seldom ICC EvaUMm Service, LLC Jams A. Rothman, PE. oa222g1T 0512G2017 0710312017 Approved Revision 2017 CAST -CREPE USA, la. Craig Perrino MIamFDado BCCG - CER MWnl-Dade BOCO - VAL 111142017 t0I182017 t12t2017 Approve - clecom syl ctorr Compor imas (253) 924-0476 (508) 839-1344 Category: Structural components (253) 9244478 (egM 639-1344 Category: SinNdural Component, (263) 9248478 (808) 839.1344 datpory: BOucbor Components (813) 821-0841 (788) Sf 5-2690 - Engineered Lumbar Ca a W Wad: Evaluation Report frown a eueer.00m WnmCat#M: Engineered Lumber Compliance, Method: Evaluation Report from a Robott.Baldwin@wayerho euear.cem SubCat rgory: Engksered Lumber Compliance Method: Evaluation Report from a Robert.aaidelrlQweysrha euaer.rmnt Bew, echay: Products Introduced as s Result of New Technology rysmra�watstete.00rn Prodductuct Evaluation Err* Product Ep Product Emig Product Evaluation Emky Compliance IIIsNod: Certification Mark or LMMg FLOM4U Products 2MMLA Approve for AgsoId for Use Imm9t grim AA Use A99[ t"d forum lmm9t germ FLMR74s Prodats Approved 1W the A9a�dl9ct.t Meld 20M g Approved for Use Abbtatdlg the Im9ed glum Aeal P S hLIBAIi Outside, fOAli pAsh4m Ef9MIQ Ae9! 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NunMr sir Name Product 1 HvHz O p� Alai Product Nlc&L Numbier P In HVHZ Outside HVHZ libialstord PPbe9¢ AMA ar Nam on Dabs ID tlfSli outside HVHZ dahtw lyeam 3 Ttrmbratrand LSL Laminated Strand Lumber 03/312019 No Yes WA WA 4 TJ Rim Board Structural Composite LurN»r or oriented Strand 031312W 9 boom Rim Bard No Ya WA WA 8 Weyerhaeuser RIM Bard Cdemed Shand Bold Rim Board 03131/2019 No Yes WA WA 1 High Scholl Concrete LinM 4, 6, 8, and 12 krA wide Imes 09/11wil Yes Yes WA WA ' search crmft Ad19hSdBds Cn O }Z^D, Florida Department of Business & Professional Regulation Building Codes and Standards P.ge1 a1 rv2o a Florida Department of Business & Professional Regulation Building Codes and Standards Page 1 af2 326/201e Florida Department of Business & Professional Regulation Building Codes and Standards Page 2af2 3/28/2019 W Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail pP pp O1uI1N Assurance Aarowdfor Use Aarove for Use Impact Ocular FLi17744r8 bit! Revision gml! Varelm Miselifdbsac 2D17 Commercial Concrete ProductaJna j, g GROW EmbM ALl YSItlIMdBlr Robert out THUY H. INJYNH Jahn Hoy gstt gda Ya110dd Aijasaad 1011412017 10113=17 g j IC AOmmm Approved fo282017 12/1212017 AOSa Approved TTvRe. Revision Coate Verklo 2017 Manufacturer Gulf Cast Supply & Manufacturing, LLC. E nIN or Contact Enolne-& License Valitlatetl ev Eng David Daniel S, Kuhn Locke Bowden P.E. Sate Vridated 10/12/2017 $3)e Submitted 101102017 Date Pending FBC Approval 10/172017 owe Approved 12/12/2017 Status Approved goo # 8 19 Pr29 Model. Numb -or Name 26 Ga. GUItPBR 26 Ga. GUIfPBR Product Description Contra- Expiration Date Min 26 Ga. l5t32 R Roof Panel over 1X4 Wood 04/122024 quct; Plywood Purlins over 1 GuIfPBR Min 26 Ga. GuIfPBR ever 15/32&quct, Plywood 04/122024 In HVKZ Outside HVHZ Yes Yes Yes Yes Resistant N/A NIA Pressure +N/N +N1A/ SF N/A/ -154.7PSF /fir `v O Category: Structural Copponers Subcategory. Products Introduced as a Resultof Nov Teduioidpy (813) e59-3707 PE-00122 (852) 5s88811 proaagator@ysfwo.mm Category: Roofing Subcategory: Metal Roofing Compliance Method: Ewluatlon Report from a (352) 498-0778 PE-75519 (334) 300-1800 Info@gulicastsupply.com 20 21 26 Ga. GuIfPSR 26 Ga. GulfRib Mn 26 Ga. GuIfPBR ever 1x4 Wood Purlins over 04/122024 15/32&quct; Plywood Mn 26 Ga. GUIfRib ov-1x4 Woad Purists over 04/122024 No Yes No Yes N/A N/A +Nhk/ -151.7PSF -NIA/ Lem Compliance MaWe: Evakatlau Report from a Fsrkla Repbbrad Architect ora Upward Florida Florid Registered A,0ilect or a Licensed Florida Professional Engineer 22 26 Ga. GutfRib 15/32&qu t; Plywood Min 26 Ga. GUIfRib over 15/32&qud; Plywood 04/122024 No Yes N/A -164.2PSF +N/A/ Prosnfor el Engineer PL#7ta91-R3 - prodrds. ' - `.' -. •: •- - 23 26 Ga. GulfRih Min 26 Ga. GUIfRIb over 15/328qua; Plywood 0471220Z4 Yes Yes N/A +159.2PSF -NfA/ N/A/ Lf FLe17744t8 a" 1 Produas Product Mil dat Nummar or Morn Quality P. or Ca'm orc41 Concrete Products . .ANWOI! Product DiscrAgion ConbodEX01MUMDEb Prose and PraaheoW Cones Lintels 0&282024 Apo UseAm@ted In HVHZ Orstalch,tOAli No tat se MIM I!!!Wl Y" WA 2WM Pressure WA ...,'.. Sea p 1 Protluct Motlel. Number or Name 0.032&quot; Aluminum 5V Crimp - _ : , -_ , , .. .. OurIN Ass -Ana Approved Product Description Contract Expiration Date In Min 0.032&quct; 5 V Crimp Aluminum Roof Penal 04/122024 over 15/32&quct; Plywood for HVHZ No Use Approved for Use Outside HVN2 Yes Impact Resistant N/A Design Pressure +NIA/ -108.5PSF 24 25 26 Ga, GUIfRib 29 Ga. GulfRib Mn 26 Ga. GulfRib over ix4 Wood Purlins over 04/122024 15/32&quct; Plywood Min 29 Ga. GOlfRib over teed Wood Purins over 04/12/2024 15/32&quof; Plywood Yes Yes No Yes NIA N/A PSF N/A/ -164.2PSF +N/A/ -123.5PSF � }a U 2 3 0.032&quot; Aluminum Gulf Lok 1&quot; 24ga. Gulf Snap Min 0.032&quota Aluminum Gulf Lok 16&quoL Wide 04/122024 Roof Panel over 15/32&quoL Plywood 1&quot; Gulf3nap 24 Ga. 17&qud; wide Roof Panel 04/122024 peer 15132&quota Plywood No Yes Yes Yes N/A N/A +N/A/ -11 &0PSF +N/A/--131.OPS 26 27 29 Ga. GUIfRib 29 Ga. GulfRib Min 29 Ga. GuifRlb over 15/32&quct; Plywood 04/122024 Mn 29 Ga. GulfRib over tx4 Woad Purlins ever 04/122024 7/16&quct; O.S.B. No Yes No Yes N/A N/A +N/A/ -146.0PSF +N/A/ -101.OPSF 4 5 fi 1&quot; 249e. Versal-m 1&quct; VernLw.032&quct; Aluminum 1.5&quct; 24ge. Gulf Snap 1&qu-; VerseLgc 24ge 16.5&W at; Wide Root Panel 04/122024 ever 15/32&quota Plywood 1&quot,Varnl-. min .032&quct; Aluminum over 04/122024 15/32&quoF Plywood quote Gut/ Step 24ge. 16&quct Wide Roof 04/122024 Yes Yes Yes Yes Yes Yes N/A N/A NIA +N/A/ -138.5PSF +N/A/ -101.OPSF +N/A! 28 29 Ga. GURRIb Mn 29 Ga, GulfRib over 7/16&quct; O.S.B. 04/122024 No Yes N/A +N/,V -116.OPSF O i- Panel over 15/32&Wot; Plywood -116.OPSF Beach criteria 7 1.5&quct 24ge. VerseLoc 1.5&quot; Vemai-oc min 249e. 16&qud; wide Roof 04/122024 Yes Yes N/A +N/A/ 8 9 10 11 12 2&quot; 24ge, Megal-oc 24 Ga. Gulf Lok 24 Ga. Gulf Seam 24 Ga. Gulf Seam 26 Ga. 5V Crimp Panel over 15/32&quct; Plywood Min 24 Ga. 2&quct; Magal-oc 18&quct; wide Roof 04/122024 Panel over 15r32&qua; Plywood Mn 24 Ga. Gulf Lok 16&qud; Wide w- 15/32&qud; 04/122024 ply-OOd Min 24 Ga. Gulf Seam 16&quct, Wide Roof Panel 041122024 war tx4 Wood Purlins over 15/32&quot; Plywood Min 24 Ga. Gulf Seam, 1 3/4&quct; Snap Lock, 0411=024 18&Wot; Wide Roof Panel war 15/32&quct; Plywood Min 26 Ga. 5V Crimp Roof Panel war 15132&quot; 04/122024 Plywood No No No No Yes Yes Yes Yes Yes Yes NIA N/A N/A NIA N/A -123.5PSF +N/A/ -108.5PSF +N/A/-96.7PSF +N/A/-93.5PSF +N/A/ -108.5PSF +N/A/ Code Version: 2017 Application Type: ALL Gregory: ALL Application Status: ALL Quality Assurance Emily Contract Expired: ALL Product Description: ALL Approved Tat use outside HVHZ: ALL Designed Pressure: ALL Des 70: ALL FL R: 11651 Product Manufacturer. ALL Subcategory: ALL Compliance Mahe: ALL Product Model, Number or Name: ALL Approved fa use In HVHZ: ALL Impact Resistant: ALL Date From: ALL /11 W {r/ /T� `v �i B ■ ■ 13 26 Ga. 5V Crimp Mn 26 Ga. SV Crimp ever 15132&quct; Plywood 04/122024 No Yes N/A +158. N/A1-131.PSF W 14 26 Ga. SV Comp Mn 26 Ga. SV Crimp Roof Panel over 714 Wood 04H22024 Purlins over 15/32&quot; Plywood No Yes N/A +N/A/ -156.5PSF 15 26 Ga. Gulf Lok Mn 26 Ga. Gulf Lok 16&quo; Wide Roof Penal over 041122024 15n 26 ;Plywood Yes Yes NIA +N/A/ Q 16 26 Ga. Gulf Lek Ga. Min 26 Ga. Gulf Lok 168quot Wide Roof Pend over 04/122024 15/32&quct; Plywood No Yes N/A +N/A/-PSF +N/P1-63.5PSF z 17 26 Ge. GuIfPBR Mn 26 Ga. Gulf PSR Roof Panel ever 15/32&quo; 04/122024 No Yes N/A +N/A/ Plywood -1547PSF Z Q J SHEET N0, PA 1.3 b v�gti 06's I71