Loading...
HomeMy WebLinkAbout2838 Lytton Hall Dra Ckc 0 - N 00 0 N n 0 N i i N N FL E v a N N .� WlTH PREVAILWG S�AL� CO�pt< DING CCaDE' _ K ; .� GCj1 'r" r1 �lj . �I�' - .' .. lip'noNI N k r�r _ : w1 � �NIL.1�S D SNP wIT ®�D�N�NGE� - ❑ ❑ _ �" . _ _._.� , � , _ �.,„ _. T �" 1' — =— - *-' , 1 - ---`"�-`�`=-�` -- - -- _- 171 7 FF-11 [E] IF7 _ _ ae a aCOFF 1 � 0El E 171 Ii�� 0 ODD[:] D — ILAFEJ Ell 7E]D[71F171 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN MONO 7 ROOF FRAMING PLAN 8 LINTEL PLAN AND DETAILS SIN STRUCTURAL NOTES ABBREVIATIONS SN1 DETAILS AB or A.B. Anchor Bolt ABV orAbv. Above AC or A/C Air -Conditioner ADJ or ADJ. Adjustable AFF or A.F.F. Above Finished Floor AHU orA.H.U. Air Handler Unit ALTorALT. Alternate BC Base Cabinet BF Bifold Door BK SH or Bk Sh BookShetf BLK or BLK. Block BLW or BLW. Below BM or Bm. Beam BOT or Bot Bottom BP or B.P. Bypass (door) BRG or BRG. Bearing C Carpet CAB Cabinet Cr /J Circe Cor CJ Control Joint J CLG or Cig. Ceiling CMU Concrete Masonry Unit or Coff. Coffered or Tray Ceiling COL or Col. Column COMM or Comm. Community COMP or Comp. Compressor CONN or CONN. Connection CONT or Cont. Continuous CT or C.T. Ceramic Tfle D or D. Dryer DB Door Bell DBL or Dbl. Double DCF Decorative Cementitious Finish DEC or Dec. Decorative DED or Ded. Dedicated (outlet) DIA or Dia. Diameter DISP or Disp, Disposal DIST or Dist. Distance DMF Decorative Masonry Finish DS or D.S. Drawer Stack DTL Detail DV or D.V. Dryer Vent DVP or D.V.P. Diverter Valve (plumbing) DW or D.W. Dishwasher EA or Ea. Each ELEC or Elec. Electrical ELEV or Elev. Elevation EQ Equal EW or E.W. Each Way EXP or Exp. Expansion EXT or Ext. Exterior FBC Florida Budding Code FDN or Fdn. Foundation FG Fiberglass (Shower Pan) FIN Finished FIN FLR or FF or Fin. Fir. Finished Floor FIX or FXD Fixed FLR or Mr. Floor FLR SYS or Flr Sys Floor System FOM or F.O.M. Face Of Masonry FP or F.P. Fireplace FR DR French Door FRT Front FT or Ft. Foot/ Feet FTG or Ftg. Footing FXD GL Fixed Glass GALV or Galy. Galvanized GC or G.C. General Contractor GFI or G.F.I. Ground Fault Interrupter GT or G.T. Ginter Truss GYP BD or Gyp. Bd. Gypsum Board HB Hose Bibb HDR or Hdr. Header HGT or Hgt. Height HH or H.H. Hand Held (plumbing faucet) HORIZ Horizontal HS Hard Surface (flooring) ILO In Lieu Of INSUL or Insul. Insulation INT or Int. Interior KIWALL or K/Wall Kneewall KS or K.S. Knee Space LAUN or Laun. Laundry LAV or Lay. Lavatory LF or L.F. Linear R. LL Lintel Length LT Laundry Tub MAS or Mas. Masonry MAX or Max Maximum MC Medicine Cabinet MFR or Mfr. Manufacturer MGT Management (room) MIN or Min Minimum MIR or Mir. Mirror ML or M.L. Microlam MONO or Mono Monolithic MW or MICRO or Micro. Microwave NTS or N.T.S. Not to Scale OE or O.E. Owner's Entry OPNG or Opn'g. Opening OPT or Opt Optional PC Pull Chain PED or Ped. Pedestal PH Phone PKT or Pkt. Pocket (Door) PL or P.L. Parallam PLF Pounds per linear foot PUNT SHLF or Pt Sh. Plant Shelf PLT HT or Plt. Ht. Plate Height PSF Pounds per square foot PT or P.T. Pressure Treated PW or P.W. Pre -wire PWDR or Pwd. Powder Room RA or R/A or R.A. Return Air RAD or Rod. Radius RAG or Rag. Return Air Grill REC or Rec. Recessed RECEPT Receptacle REF or Ref. Refrigerator REINF Reinforcing REQD or Req'd. Required RM or Rm. Room RND or Rnd. Round RO or R.O. Rough Opening_ RS, R/S, R/SH or R&S Rod and Shelf SD or SD. Smoke Detector SGD Sliding Glass Door SH or Sh. Shelves SHT Sheet SHWR or Shwr. Shower SL or S.L. Side Lights SPECS or SPECS. SpecificationsEl SPF or S.P.F. Spruce Pine Fir SO SF or S.F. Square Foot (feet) or SQ or Sqq . Squar STO Storage SW or S.W. Shear Wall SYP or S.Y.P. Southern Yellow Pine TB Towel Bar TEMP or Temp. Tempered THIKN or Thik'n. Thicken TOB or T.O.B. Top of Block TOM or T.O.M. Top of Masonry TOP or T.O. P. Top of Plate TP Toilet Paper Holder TR Towel Ring TRANS WOW or Trans. Transom Window TYP or Typ. Typical UC or u.c. Under Counter UCL Under Cabinet Lighting LINO or U.N.O. Unless Noted Otherwise V or v. Valve (shower or tub/shower) VB Vanity Base VERT or Vert. Vertical VL orV.L. Versalam VTR or VTE Vent through Roof / Exterior W or w Washer W/ or w/ With WA or W.A. Wedge Anchor WC or W/C or W.C. Water Closet (toilet) WD or Wd Wood WOW HDR or WDW. HDR. Window Header WH or W. H. Water Heater WIC or W.I.C. Walk-in Closet WM or W.M. Wall Mounted (plumbing fixture) WP Water Proofing) WS Water Softener WWF Welded Wire Fabric (Mesh) S3_ DETAILS S4 DETAILS S5 DETAILS SS !� DETAILSe D1 - SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS -- - - — MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES PLAN REVISIONS DATE VERSION DESCRIPTION THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID 08-20-15 1.0 NEW BASE PLAN EE ISI ISI IBM 12-8-15 2.0 ADDED VAULT. CLG . CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. 12-28-17 3.0 2017 FBC UPDATES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the Information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. 08-27-19 4.1 ENG. REVIEW FOR 150-C MPH 09-20-19 4.2 ADD 8'-8" ELEV. FOR TR EVESTA 12-12-19 4. 3 ELEV. B EXTEND ENTRY SLAB Control of Construction Site: The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. 1941 ��' p W N a .• ROFESSNO� To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within Mass drawings comply with the 2017 Florida Building Code - Residential 8th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W $ 8 crei m LQ 0 N w� to Wa �LLnNN3 a "L QQ11Cn izrj �LLLL a a £ m m 0 Oo W � CP d i a Z L -o N Z QJ' O VJ N 04 U 0 J �" Z ❑13O W R z z J d N NV l+1 z .QJ U U �t w 8 (n �N C N � U • ti Q ES g ru N ro gs gZ i o Z WLL 4M = L M 0 .� C o a s m � '_ N ch J � M T � T N Z Z a Oe, oLD 0 p U JOB NO: 20-8072 SCALE : AS NOTED SHEET NO. C S I 55'-10" A I I R&S 5-SH ---- ---- -° • _- BUILDER TO IIIi I_--------__ 6"DP� PROVIDE Mp APPLIANCE iIII TYP @K )GARAGE WHEN REQUIRED S4OPENINGN WPROTECTION B. 26OWNER'S SUITE PER BC 60 CARPET -- --- -TIE __ CARPET ^� c, 2 CAR GARAGE I I I 0o I I I I Icv t_- 8'-0" CLG. , Oc�w� 17'-8" *- - - - _1 - I 7,_8„ 20-0j" �M W - y. -. _ - 2668 I � rLFIB2 6_ HANSON I O BOX @ 36"EDGE OF SLAB 2"_-- - _ i- - A.F.F. BEYOND WALL60"x36" _ __ DRYER VENTHOWER THRU ROO I >3 (3) 2x4 #2 SPF wl G So04 DTT2Z @ BASE OU D - 11 1 1 I co T 11 1 1 I I I I TYP @ 1 STORY 5'-118" 4'_0" i -� - PT W OPT. D I �i v l I I I I A S3 I IIx - I NOTE: FINISHED I I WALLS TO BE I I I AHU I FLUSH. VERIFY IN C71 I is $'- I I FIELD. I I -JT -- - ----- ----- I -- - S3 (3) 2x4 #2 SPF w/ S3 S3 rO2811 i8 DTT2Z @ BASE 4 � FAMILY R M R.A.G. v -- __ OC 2.12 VAULTED CLG. I - - 9'-4" CLG. nn u io I CARPET I--- 3068 I !• 1 9'41'CLI ENTRY -- TILE,' .- I 23'-8" LO T-10" 7'-8" 10'-10$'8'-0" CLG. I I HDR AT T-4" I ------- I r` - n 2668 i!i° 2668 - R&S R&S 00 4'-0" 11'-7�' I V-10" N 4'-7" 8'-8" N 5'-4" �'' 14'-6„ 5,4„ Cl) c., 7,_6„ I I 5068 B.F. 4068 B. F. OPT. ______________ REF. c coOO=a _z _ s I - --�- - --�- BEDROOM 2 M N �° z.l` - -- - PATIO CAFE F-- V-0"CLG. �� J _ ° +--I--- BEDROOM 3 BEDROOM 4 =� VAULT. CLG. o o I CARPET A1TF� I w N I D.W. �O I 8'-0"CLG. 8-0 CLG. oQ O CARPET 7 Q J 'L _ u- e s I - - �°° I - G. ` CARPET c7 C / I N > V SI K wr ISP �? CARPET I ILE 2" ' w - - . --�._ / 21'-2" 2,_ " 2, 10,�„ 10'-4" 2' 4' 15'-3 „ 11'-0" ULIF. G --� - ..._ _ li ca �.__ TIE e tri oo i _ _._. -I ev - PANT a IBr- - TYP @ 1 N - 8'_D Xw r d I STORY / I / w x FLAT L �'c`.o A / I FIBERGLASS I v TUJ AC PAD /i� - - - - - - 5-SH r I SURROUND • S3 / I : O O : 16" DEEP ( M H B E2GRESS EGRESS O 3 0 fV q HEADER SCHEDULE HEADER SIZE REMARKS (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE r (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 314" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) - 1 3/4" X 9 1 /4" LVL 2.0E Fb=2600 PSI H7 (2) - 1 3/4- X 16" LVL 2.0E Fb=2600 PSI H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required " VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18JX254 S.H. 13 20 X 381 18 4 X 371 S.H. 14 20 X 501 18 4 X 50 S.H. 15 20 X 63 18 } X 62 } S.H. 16 20 X 72 18 4 X 71 j S.H. 11­12 271/4X26 26X25 S.H. 1H3 271/4X38 26x371 S.H. 1 H4 27 J X 501 26 x 50 S.H. i H5 271 X 63 26 X 62 1/2 S.H. iH6 27JX72 26X711/2 S.H. 22 37 j X 26 36 X 25 1/2 S.H. 23 37 X 38 36 } X 37 3/4 S.H. 24 37 X 50 36 j X 50 S.H. 25 37 X 63 36 # X 62 1/2 S.H. 26 37 X 72 36 } X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 j WIDE S.H. 32 54 X 26 52 J X 254 S.H. 33 54 X 381 52 j X 371 S.H. 34 54 X 501 52 } X 50 S.H. 35 54 X 63 52 4 X 624 S.H. 36 54 X 72 52 J X 714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. ETIE WALLS TOGETHER BY ROTATING BLOCKS EVERY OTHER COURSE General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 318" 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" rA +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 +28.3 / -36.4 DE +26.6 / -28.0 OF +26.6 / -32.2 OG 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 1 +34.0 / -44.8 WALL LEGEND MASONRY HGT. @ 8'4" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "A1" (TRA) 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 FRONT ENTRY 20 TOTAL AREA 2372 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED FLOOR PLAN ELEV-Al EXT FRAME 2 x 6 R-1KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) �/ SCALE: v4 "-1 r-Crr GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED -0 W N f 1 r _w 'V •J Q �0 �i o the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 s g Ow n LLLL u-a y9 J M LL LL 1 a Z g iC 0�io C of W IL § tit o 2 04 8 _j = WOct I`_ _j ❑❑❑ z 2V Z� z � N N z OC� � 'LLJ N O "' cN v N N c m L_ U c 0 r_ M _j E E � p =p ;� as 22Z G _® Q cc Z g E `S Mn �2 z COC ) Y iT3 LL W T _� Uj �g z� .2M � C, T .� co I..L -' F co co � 2 d" r NO 0) r W c) t Z T E 0 04 w o Z m a E U � wl Q 0 JOB NO: 20-8072 SCALE : AS NOTED SHEET NO. 1 KITCHEN ISLAND VARIES, 2" LESS THAN CABINETS BELOW I 0 fV 4 M KITCHEN 4 o� 4 fY L= - - OPT. REF. 4 KITCHEN O 00 OWNER'S BATH BATH 2 NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS MIRROR DOUBLE SHWR. SHWR. CURTAIN HEAD RODS VARIES / ROD Z 24" TOWEL BAR TOWEL BAR IN CL w ON WALL ABOVE TUB OR SHWR. oC TOILET TOWEL BAR a / ON BATHROOM WALL MEDICINE _ SHWR. o . CABINET 00 _ VALVES _ = o TOILET C° SOAP PAPER C° o DISH U i HOLDERLID t dr p pZ I _ - U- Z LL O t CIO N p M 0 MM "'c N TUB FIN. FLR. - - BATHROOMS, SHOWERS AND TUBS .. . OWNER'S BATH INTERIOR ELEVATIONS SCALE: 1 /2"=1'-0" 42" H UPPER CABINETS 36" H UPPER CABINETS 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS SINGLE OVERHANGS THAT ROD EXCEED 12" MAY REQUIRE A SUPPORT O BRACKET 36" H BASE FINISHED CABINETS o COUNTER TOP 30 H BASE o CABINETS o 00 00 r U- SIN 10 0 1 r_2r 2x L9 `t 00 FRAMING r 1 /2" GYP BOARD N FIN. FLR. T. FIN. FLR. _ CLOSETS / LAUNDRY SHELVING ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS -- -- I SCALE: 1 /2"=V-0" co o �zil�ii 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 8th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. (A pp O 8 N N iR 0s.,'.-I N N N U. o- - LL 1 LL di Q t�pp M fN a a ZCq J LL11 R pg, Y O -cn o Z us ODo Q� 0 0) N M O J Z Q U O U El 7 r-1 W z z Q $ a � Nz 4- .0 g OC g N 0 w a Z Q a o ® zgz E N M g o a� m� o Z uj C y . s > i W p� W w rrW C y r� 0 J CD � fwy aIG U yM � _ (D CL a, m cc/ T' O N a) J I y o r E � � r N z a E O ` 0 JOB NO: 20-8072 SCALE : AS NOTED SHEET NO. 2 12 5� HEEL --------------------- —------- 12 o 5 T.O.M. -- —-------------F4------------ HDR HGT. - - TEXTURED o CEMENTICIOUS 9 � FINISH ON C.M.U. iI. o (TYP.) F. FL. - -----------1--------------- N 14'-0" RIDGE VENT 12 �5 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS -- _J 1' 0" IE]aa177000 �E] FRONT ELEVATION — Al ---� - --- 12 1...- SCALE: 1 /4"= V-0" WIDAZIl RZC14vl\h General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION .G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be Installed Independently such that each layer provides a separate continuous plane and any flashing Intended to drain to the water -resistive barrier Is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material In accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof Intersections • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. 12 - 5_�—�,. 3 TAB SHINGLES. ROOF I INSTALLED AS PER MANUF. SPECIFICATIONS "�`=JJ�_-_-._-��� ,-�_�:._.,-_, -. s �-_.�_-_ -.fit—���•�_-_ �, .� _ y._-.� _ �_ _ _ "---�--.as. -_ J T.O.M. -------------- 6" FASCIA (TYP) 2'-0" TEXTURED _ CEMENTICIOUS 00 00 FINISH ON C.M.U. Zo (TYP.) - - _ F.FL. LEFT ELEVATION — Al : 1 /4"=1'-011 IN v ( .� C> 0, _ j O� o Sl To the best of the Engineer's knowledge, informadon and belief, the structural plans and spedflcadons 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. �_ g g8� Lo h N aC ID LL � i2 J 7! W 04I� LL a R Q1NN . �`p J �-- of W 111L�N�,,,��� LL iL ZgY J � O a 01- _ m-m0 N � I L o �g� Z ,w V o 6 Z 000 W N Z � Z Z rop Q v LZ � - N v l T IIILLL l.Ll OW V) c _W U c r. 0 H Q M _J E cc Q S cc E.8 X W Z �o MIN �IN Z{_CI) M �v J �$z r O g 0 W � � N_Z F �Ig 3 �ul M � W\ 0 .� Q > T nC W m o r O N N �• r T pJp � T i r4I 00 T_ M T— O N Z a. U _J Q c JOB NO: 20-8072 SCALE : AS NOTED SHEET NO. 3.1 M. TOM -- -—' c a 12 5� 12 zz:::�5 k�—L - 6'-0".��- EXTENDED - OVERHANG TO BE CENTERED ON DOOR 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS REAR ELEVATION - Al 14'-0" RIDGE VENT TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) 12 15'-0" RIDGE VENT 5� - =r..e+.1��ca.Tr=__ ��i _roc--�� _ 4 ' 3 TAB SHINGLES. ROOF 2 F ..�...� L �� ,- ��y 14 -�- "' "` .r ,--+- 12 • r r r , INSTALLED AS PER MANUF. SPECIFICATIONS �.I 1 i�--"'Y�— ♦ R -r iwma�' �Y 1 �e i s1 L 6 i �„_.i-�-� 1 - 1-- � '-_J__�.�,�,,,.r,k „� _-ter _ __ _-�--T .1...r.._ _.�,;,,•.,�._.. i �`� _ �� I-�� .` .�,,�-��y _ r � _-- r _�.. - .. '-r-k- , L 4, t•�� -- q.. ! � ,✓ram i-.+ ��,�.-�+ 1�� - � r- �-'-—�r—r`� - --i,,,i„y..._ _.�._.._, ,.-.......�.1 i �.-mr.,-1��-�-1----..-•.•<i.�-� �' i r -. -r L... �L,..,�..� y, iTl � r .�...-rl�J. ...—,—T—.�._� - - 1 . L__--+c-=. l -.. i � i .,,• � r �ro.�w,.. _.L. L. .��-�.-,,.�� � -� ,yf.... .� __ �_�� �� r�..P 1 �_L__ _ ,,, _ r - __� ---�--.1 ,�„o.J- T.O.M.- HDR HGT. _ -- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - TEXTURED TEXTURED - CEMENTICIOUS CEMENTICIOUS FINISH ON C.M.U. FINISH ON C.M.U.01 (TYP.) (TYP.) F.FL.-------------------------- RIGHT ELEVATION - Al SCALE: 1 /4"=V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering wl portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall Include a water -resistive vapor -permeable barrier. The Individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be Installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. � �p • o �TQ� Q\Q /R+O F E SS\�O� 11111111141 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. Lo 0)C"^ 0 N J � :0 coLL r�i r, V a �LLLl a z �LLr` -ern 00 0 m Z LLWrnrna0a z O N 'v CO �0J ° v ❑❑❑ W z" Z � Z g Q _ a tN -J z 2 .O N 0 ` 7'�• ILA 2 C.1) Q d M _J 05 _. a� z• V WM z0: � f° � L M N C a O Y W 2 mo LL 2 z C N� W I g a OF S Ua � k' W 0 u3 `sCM = W m m ` .� C.0 w m M N O Nr I J � r o E z r E 0 N z c a. 0 � hi Q O J JOB NO: 20-8072 SCALE : AS NOTED SHEET NO. 3.2 VARIES 1'-10° 1" CAP s CAP 2" 1 2" *NOTE: N i iv FOAM TO BE USED 1" RADIUS M ONLY WHEN 1/2" RADIUS A"r 'a REQUIRED BY 31/2" RADIUS `'� rIN _ = COMMUNITY n = 3/4" RADIUS V-5 « N 00 SPECS. IF NOT, Nv DETAIL TO BE 1" 2" OPENING VARIES 2" �,2 V, 1" BUILT W/ STUCCO. 1/2" RADIUS 1" 1" N 1" 4" VARIES Id �N 1'-0" EDGE OF 1' OPENING VARIES 114" M0 2 0 2« VARIES M r 1„ VARIES N .=c4 1 1/2" RADIUS 4 4„ �„ 2" « 2 1/2" RADIUS lj 3„ i = l Y� - � v --`:iv ^os i VARIES 1 32« `° r" SIN 3"„" 1" 1" 1" BASE BASE 43 I � N 4" N CV ti 4N i O *NOTE: VARIES 8" 2" FOAM TO BE USED iq 3„ ONLY WHEN REQUIRED BY 1'-6" io COMMUNITY 1 SPECS. IF NOT, 1" OPENING VARIES 2" dN 1" V-4" _ DETAIL TO BE 2" 2" BUILT W/ STUCCO. 14 1„ EDGE OF 2a • OPENING 6" ' s T • ' L 1-1/2" THICK 1-1/2" THICK To the best of the Engineers knowledge, Information and belief, Q the structural plans and specifications contained within these 4« 1 �« N i drawings comply with the 2017 Florida Building Code Residential 0th Edition. Engineers signature and seal Is only for 101, the structural engineering portions of the drawing pages bearing Engineers signature and seal. �4« _ � N W T = s C �—r2 -apLL TCN7 IN W to (» Vi n Of —V LL LL a LL d a- it LL {�pp 0.' z L e7 m O p m 0 (� p m 2" 4" 3" 2" 6" 2« iv w w i W rA °^' as d o a „ N Q Q Z u M Z O z N o" 0 110 W 1-1/2" THICK _.___—_ i Z N Z 7« 4" 1 �« 3" N N E3 i Z 5 2 Co N c° i aJ o V o (DIM VARIES VARIES V)ILA U) c W N _ VARIES VARIES c • i z d 1" 4« 8' 1 « �� r o 3? _ s &L _________ 6" 4" KEYSTONE F11 0 KEYSTONE F11 00� iv i N 4�p OPTIONAL OPTIONAL E ° o° =oCO I N N F�O o 44« io R41« 3„ o rEo 4 ' 4" GARAGE DR. OPENING 4" L3- 4" ' 4" WINDOW OPENING 4" 4" � �g �o NOTE: - � ° > Cl) off <n N iZ • INSTALL OVER STONE, TYP. VAR►ES a FIN. TO HAVE TRADITIONAL rM LOOK & SMOOTH FINISH W U ' a FOAM/ EPS MATERIAL IS ACCEPTED g NOTE: of a FIN. TO HAVE TRADITIONAL LOOK & 2�_i« 1'-4" M = SMOOTH FINISH 14 1-64' 14" 1"121) 2" a FOAM/ EPS MATERIAL IS ACCEPTED 54" V-14" 54" > �' L.. 3'-8" 4" T-0" 4« �`— - -- cc 1" to OD N a1 > T N cc C C V c E ` T N Z ca O M iM r 2 c ELD a; �" — -- -- --- - a v°l Q o 1" Rro" 1�„ JOB NO : 20-8072 SCALE : AS NOTED GENERAL NOTES: SHEET N0. i a 1.5 LBS DENSITY STYROFOAM a POLYCOAT (HARD COAT) I I 6 ACRYLIC SAND FINISH ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 200A INDOOR PANEL CENTER n 200 amp 150 amp POWER CO. FEED---_ INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94 NEMA 1 200 AMP copper to egms & outlets copper to 20 emp clos 2 copper to WH 3 copper to Dryer or 4/0 SER Alu 4 Bare Cu Ground CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 44" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC. 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2014 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER wP WEATHERPROOF DUPLEX OUTLET OGFI GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH �4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE 1-0 WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE +PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT �--� FLUORESCENT LIGHT FIXTURE O EXHAUST FAN fOr EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) FEN PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CO CARBON MONOXIDE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) ®2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER t;a ELECTRIC PANEL —�► DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT RECEPT. FOR ALARM SYSTEM VERIFY METER LOCATION WITH BUILDER 1W If---- ----- cJ GFI @44'IRRIGATA F.F. ---- ION GFI � VERIFY LOCATION I W H ELECTRICAL PANEL I I I O I II I I OWNERS' Sy ITE W.I.C. _ 2 CAR GARAGE GFI FOR I I I / ROUGH -IN FOR / F G I R. DOOM I I / OPT. CLG. FAN/ 1 I I I I LIGHT PRE -WIRE IL GFI @ 44"A.F.F. S.D.------------!//I I I I I _ I I I 1.L. i l l i c.M I 0 T. I OPT. I 1 1 I I I / o D. I L------------ 7 GFI @ 44" I A.F.F. FAMILY RM /qpurCH I 19FOYE - I ENTRY ROUGH -IN FOR / ` —" -- _ OPT. CLG. FAN/ WP I I LIGHT PRE -WIRE � .41. I--- &GFI I I U.C. OUTLET I FOR DW I U.C. OUTLET 1 __ T­ I 1 ;/1 1 1 PA I�O CAFE 1 A !II 10 IPENDANT AS PER SPECS ►�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIil111111111 I OPT. REF.I BEDROOM 2 --rt- GFI I OUGH-IN FOR I OPT. CLG. FAN/ LIGHT PRE -WIRE � '%1 BEDROOM 31 S. y i cz\� 1 V V ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PRE -WIRE C.M N-40�' "7 v A i .` BEDROOM 4 _ATH ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PRE -WIRE ELECTRICAL PLAN - ELEV-Al SCALE: Y4"=1'-0" cQv N 0 Tote 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 Oth Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal, a oprp, 48 NN 9! G LQ v CN LL 7u7� J w _j a Q in n .- LL a gyp10 C')m w vi J_LLLL t1 d V 3 W �j l0 fV g�rn a Woo Z rR N &Z Z o" ❑0❑ W z z z �- U) A — R V) vC� z f6 .O Nt` W o l/N c r— . U ¢ 0 C" M "-a E =o Q M - g�� Z N fO CD � w ado m> ra C o ZZ Z G J �J o Z aS d 215 0 L) 1M ^L1 W B m 0 CL N T C) T d In r I CID C - 00 r tEo r N Z Z E E :; c a v ¢ o JOB NO: 20-8072 SCALE : AS NOTED SHEET NO. 4 N N 0 N O N v vi ATTIC VENTILATION CALCULATIONS - Al (TRA) ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) — - ---- Total -- — Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented ted be e provided Ventilation Ventilation (SElev) (See required needed required soffit by upper needed ventilators Main 29.00000 1.000000 Floor 2373 2278 325 1139 81 570 0 573.0 435.0 138.0 (Zone 1) —NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL, ROOF PLAN - ELEV-Al SCALE: Y4"=l'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION "G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be Installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or comice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN`* (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA I SQ. FT. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. RnwN F I - 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 - Residentlel Oth Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W W O LoO N J .2 N # m U. - Wa W (:01'_"lL5 - c�C U_ LL a Z " 7S�z o WW 'mo N m W Z IL a o a� oc rn N �Q Z U�� V ❑❑❑ W z S N z 0 C1 Oc 2G JIM y Q' S �QQ cyi � � `E a Q 0 Z �oj E o _ f(O C � g Ui yO erg` 0 Zn �T U�} J <Z ili W p�p 8� �z SO .2M � M Q C) Ha) m .'' 'o d. 70 O 04 N_ T J r L.TC) T_ 00 t E z c T— E c N Z a cg >u o c _J JOB NO: 20-8072 SCALE : AS NOTED SHEET NO. 5 TYP @ 1 STORY U.N.O. A S3 H.B. KIE4 r---------� --- �, ° -- ° --------� — -- BUILDER TO �— —2) • (#5 REBAR 4'-0" � 12'-1" : WH• PROVIDE VERTICALS w/ in FILLED CELL I O I 0'-0" : ; ; ; I ; . PROTIECTION WHEN REQUIR D I ■ I PER FBC I 351-4" 20'-6" 3-1/2" MIN 3000 PSI CONC. iv ( SLAB FOR HERNANDO I ;n I COUNTY ONLY CV) '' 83 J S3 3-1/2" MIN 2500 PSI CONC I SLAB OVER 6 MIL VISQUEEN Z-7j" h'-9" 4'-10" I • VAPOR BARRIER EDGE OF SLAB 2" ■ I I IGJ I BEYOND WALL I 4CJ is (n ch O I o I I Nnn C'6 _ ... — PT. OPT. D I (2) #5 REBAR VERTICALS w/ in FILLED CELL I I I _3� I co 2' 6"x2'-6"X1'-0" FTG C' _ W/ (3) #5 E.W. S3 �._ _._ _.� �� Y-5" SLOPE, I 7'-1" (2) #5 REBAR F, 2'-6" x 2'-6" x 1'-0" AHU I I VERTICALS w/ in I W/ (3) #5'S E.W. TYP @ 1 STORY U.N.O. A N K CC I S3 FILLED CELL I °F S3 CJ CJ .. --J I ii� ....... ........ .. ....................... ' ii 25'-10&" �� g•_ " —------- ■ v 2'-6"x2'-6"X1'-0" FTG W/ (3) #5 E.W. (2) #5 REBAR I i to INDICATES FILLED CELL w/ 3000 PSI I �' I PROVIDE 3/2" x 9" CONC. GROUT FROM FT. TO BEAM � � RECESS FOR FRT. OOR SLOPE I S3 i4 to VERTICALS w/ in W/ (1) #5 REBAR VERT ABOVE SLAB %' HVAC CHASE TOP OF CONCJ PAVER T BE 4" 4'-0" I 4'-4"It 4-6 FILLED FILLED CELL I TYP @ ALL PLACES SHOWN %' BASED ON ® 0'-0' BELOW FIN. FLR. ■ ■ ■ ■ ■ HOOKED FTG. DOWELS 5" EMBED I i i' LOCATION I ....... ' ....... W/ 25" EXT. ABOVE SLAB "GRADE 40 i i' . : :......... STEEL" ii' ------------� 4'-0" i 16-10" • •12'-10" o STEPS AS I PROVIDE 1)/" RECESS REQUIRED PER FIELD I FOR SGD. REFER TO KITCHEN ISLAND :. ; ; , , , , , , , • , , , , , , , , MASON'S SLOPE FOR " OPT. LOW WALLS : . 10-10 CONDITIONS WIDTH i i' ■ �'------------� CJ REF. -1-ivd Cl CJ—�I ■ �j ° I TYP @ IF- � CHASE TO ISLAND I I STORY U.N.O. i I D.W. I O � .,.... N r- o S3 ii' I I I:; ;• ; II f I 1 L� --J- -- Ilj to '� i z SINK / DISP Cn `� 3 1/2" I :: I :: I t 0 L — ;' 16'-0" 2'- 6-10" ..... -0" I ■ AV— Ilj F I Z;aI4 H.B+ W-Al- 1'.c" 3' TYP @ 1 STORY U.N.O. A S3 -10" 1. 2'-106,141" L 5'-1 FOUNDATION PLAN MONO - ELEV-Al SCALE: Y4"=1'-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL 8 TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING 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 :..�• Cf) CONTROL JOINT DETAIL SCALE: 3/4" = V-0" "--#5 CONTINUOUS REINF. SEE FND. FOR QUANTITY ;r #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. "Alternate: The reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" ,��,\\11111 '• O W N , NS E•. - �Y C'� 6►�`Z o' C ��,,;,R0F ESS���' "Of f! I I I �. To the best of the Englneers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residentlel eth Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages beating Engineer's signature and seal. O) y n >t fryn�� u LL a C J !? d W rn Cp LL ti a 0 0o Z OC w Lim r° m ° I W �� (K Z LLoa 0$ 505 Wo00 V z z Q $ J — N z .v in O = � 8 c "" aaad Qr__ M J �pL L V) 7 Q E V R o N E i g � ro g �& z C: .s � 3 8W �S 2M � L In cc co ..� r O co ch .� 04 T ..L T N E r N E 0 c a v _j Q JOB NO: 20-8072 SCALE : AS NOTED SHEET NO. 6 W W x y N N 0 'S c CL N O 0 UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 -10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 -10d x 1 1/2" C H2.5A 565 535 1 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1625 1400 10 -10d x 1 1/2" F HHETA20 2120 10 -10d x 1 1/2" HTTA20 2375 11 -10d x 1 1/2" G H10A 1040 1015 18 -10d x 1 1/2" RT16A 1020 1160 9 -10d x 1 1/2"& 8-10d H HTT4 3610 3105 1 5/8" ANCH. /(18) 10dx1-112 HTT4 4215 5/8" ANCH. /(18)10d x1-1/2 J HTT5 4350 3740 518" ANCH. / 26 10dxl-112" HTT5 5795 5/8" ANCH, / 26 10d x1-1/2 K HD3B * 3130 3050 5/8"DIA. BOLTS TDX2-TZ 3295 — 2 - 5/8" DIA. BOLTS L HD5B * 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5350 -- 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 10140 — 4 - 7/8" DIA. BOLTS N LUS26 1165/1060 "* 1005/915 "* 8 -10d x 3" JUS26 1000/1080"* -- 8 -10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 31/2" HUS26 2035/3400 — (20)16d x 3-1/2" Q HUS28 1760/4095 *" 1720/3125 *" 30 -16d x 31 /2" HUS28 2950/5090 -- 30d -16d x 3-1/2" R MTS12 990 860 14 -10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 990 860 14 -10d x 1 1/2" MTW16 1195 1005 14-10d x 1-112" T MTS20 990 860 14 -10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V LGT2 2030 1750 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1550 1550 (16)10d NAILS AND (5) 14' x 3" WEDGE BOLTS "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-1Od x 1 1/2" SP1 1 555 535 10 -10d SPT22 735 8 -10d SP2 1 1010 605 12 -10d SPT24 1090 12 -10d HCP2 1 590 555 12-1Od x 1 1/2" HHCP2 1 680 570 (20)1 Od x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS, ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 10-17-19 LOADS - ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") `FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD W 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 (*•). 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, (8) 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 INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. —31 (A) OR 2 PLY ;ARRIER SEE SHEET D-1 FOR ROOF FRAMING DETAILS FRAMING PLAN — ELEV—Al SCALE: Y4"=1'-0" RUWM SE rx c Q - F Lo w 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 - Residentiel 6th Edition. Engineers signatureand seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W I- a MV E $ �8 ii nC GoLL tl0l Q cnF.-42 a LLU-a W L ` N Go = LLW rn m d o a co< z ° ❑❑❑ W C9 z Z Q � � Cr LL ,a, Tl � 0 V u_r � LU � OYZ W g �[� t �/ NRy ~ V! asF— Uj Y-- O t _. Q see o _� �� =o Qo E: U ru aou z E 50 a� J Q% 1- C Y s LL z(./.fir i� W� O �+ day �2 }O 1 = 0 a et 5 bU 3 2M >� � La. W > CD Co cc f O N g' N o� .� T T Li T i � '2 = N H o Z Z O E v Qj c 0- U - Q p 1 3 JOB NO : 20-8072 SCALE : AS NOTED SHEET NO. 7 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed Joints. 2. Shore filled Ilnteis as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added repar 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 verical (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load / 1 .O sate vertical load Safe horizontal load — GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE—CRETE, QUALITY, LOTTS 8F8-OB/1T 8RF6-OB/1T /6111 UO O O O o �'• O O O O 8RF - / T 8RF14-OB11T 8F16-OB/1T 8F16-1B/11 8F20-0B/1 T 8F44 1 B/1 T 8F40 1 B/1 T 8RF40 OB/1 T 8F321 B/1 T FORM At GROUT SOLID Q � i • N LV � J U o w #5 BAR CONT. 8F12-1B/1T "V" LINTEL DETAIL SCALE = N.T.S. E fir E € E — . ■ ■ ■ ■ ■ ■ ■ ■ ■ E • • • • • • 0 E • • C SEE • • i • : : • • • • • • (1LI V V © Q TYPE DESIGNATION #5 REBAR MIN. AT TOP (1)REO'D ALTERNATE POWERS F=FILLED WITH GROUT / U = UNFILLED IC1E"R=RECESSED LEAR STEEL LINTEL a QW. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY rS C ° M,U. #5 REBAR AT TOP j = 4' ° MIN. (1) RECI'D ° Q 1-1/2" CLEAR 8 F 16— B/ 1 T ° Jf • a ° e GROUT ^ Q L tNOMINAL,QUANTITY ° 5 REBAR AT V1 F tr Q C.M.U. Lo = — v � j WIDTH #5 REBAR AT e BOTTOM OF Q - TOP o LINTEL CAVITY iL U OF to \ Q x w G1 NOMINA OTTOM in � 4j " M HEIGHT REINFORCING a Ct cc N 7-5/8"ACTUAL PROVIDED IN u' M 1 b 3 D 4 D #5 REBAR AT SOTTO H LINTEL c L. AS INDICATED (VARIES) o o MATERIALS-16 GAUGE POWERS cTf precast iintels - 3500 psi. STEEL BOXED LINTEL 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg - 3000 psi w/ 4. maximum 318" aggregate and 8" to 11" slump. POWERS STEEL BOXED LINTEL NOTES (ALT.) 5. Concrete masonry units (CMU) per ASTM C90 w/ ONLY IF NOTED ON LINTEL PLAN minimum net area compressive strength - 19M psi. 6. Reber per ASTM A61Grade 1. Refer to manufacturers specifications for installation. atper ASTM A416 grade Prestressing strand 2. Contractor to provide proper protection of lintel to prevent rusting. 7. 270 low relaxation. Refer to manufacturers apeciflcationa. 7/32 wire per ASTM A510. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 8. Mortar per ASTM C270 type M or S. 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 cemenfifluos coating. See contractor specifications 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) CF1 O 4'-6" LL 4'-6" LL OE 5-10" LL LINTEL PLAN - ELEV-Al SCALE: Y4"=1'-0" Y,.,1;1111111lIJJJJ�� • ��Fi OFF► _ � �° r •�"'•. F LO .... �'YOFESS.\OX 1� /'rlff1111111t11"00 To the best of the Engineers knowledge, information and belief, tiro atnrcturel plena 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. th e N A � Lo C ^ 7 u7 J # LL J V) 0)yy P, a C J M t W y n 13 Z LL a'9 ;; � � f- t M mi3 W �Q'aQa _ ILWcc�ro 'C14 M Z O Wv ❑�❑ V _Z 1 z G QU) V) Z ■C� 4-J (13 'u w O U � I x U C Q � � 74 � ch N � W J E a� � Za zp E O W 6g a. a. Z 8 E N if *8 g3 w t m6 Z N v J ,. Z Z W � � U g� �o U T NJ s .0Mco � I° - _ Q C O T O00 N J � T Cl) ui Ecc ' r N L Z ` d E Q U 0 LD c JOB NO: 20-8072 SCALE : AS NOTED SHEET NO. 8 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS A F D MBER 31ST 2003 CHR MAT COPPER ARSENATE N LONGER BE PRODUCED FOR RESIDENTIAL R RA S 0 ECE 0 ED CO PE A SEN TE (CCA-C) WILL 0 LO GE ODU 0 R S 0 GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 1 IN SECTION PROTECTIVE N THESE ACCESSIBLE SIDE OF THE GLAZING 36 5 GLAZING SEC ON R308.4 3, WHEN A BAR IS INSTALLED 0 (S) INCHES 12 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Nz 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 ad. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC)13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1. 2. 6. FLORIDA BUILDING CODE (FBC) 6th ad. (2017) AND FLORIDA BUILDING CODE 6th ad. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (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 ad. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-I-P CONCRETE NOT EXPOSED: 11 " GROUT FILLED MASONRY: 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-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4.1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4. 4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS HALL BE APA RATED STRUCTURAL S S SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSIlrPI 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 7l8" 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 = 33Ks1WITH 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'T 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 = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ad. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracere treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irri lion/sprinkllIr s stems i judii�t� all ricers and spray heshe I rt�t be instaled within 1-0" of the building side wall. 4. FBH R318.7- To gvide for inspection for termite infestation, between wal covering and final/ earth grads 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 - Sal disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilutipn. If reinfp11 occurs before vapor retarder placement, retreatment is requiree�d 9. FBC-R R318.1.5 C ncrete overpot�r and mortar along the foundation perimeter must be removed be ore exteriors , treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vprtir�tl cltemipal barrier,must be installed afte� construction is complete, including lanaascaping and mgation. Any soi distu 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 bbyy a licensed pest control company before a certificate of occupancy will be issued. Tfie 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. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. 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%4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%$' DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE %$'. THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS BEAM ETC ARE T BE YP #2 R BETTER D S O S O AN OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. O W N '� .•�� \SE \0 JFESS10 To the best of the Engineers knowledge, Information and belief. the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residentlal Bth Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W m p^p p 0 Loo N U. r? T d! 4C .r�'0 LLLLa M M W y cy , � a W �pU.LL a {TJ C .¢0 N W LL O Q arn0> <o a Z C',NZ OU1710 J W U' z_ z z N z 0 r.0 N v V) c M U U Q ti `cl w J_j E affR RR e L E V t`d W oY w� DS ZEE jog o z� ro N C C <2 �8 o <Z z co yy- �o W�� WNIu LL o 2M :1z nL � W m Q � 0 .2� Al m so a X r 0 N N 0) t00 r r ry Zl� N iii o Z c EE O c a U 0 ¢ pM _0 JOB NO: 20-8072 SCALE : AS NOTED SHEET NO. SN Ic C W 2 2' \N Q1 J c� ROOF DIAPHRAGM NAILING SCHEDULE 011"Ir:G 1 u1� + + + + + + + + + 4 + + + + + f + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 6'-0" + + + 6,-0„ + + + + + + + + + r + + + } + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 4 + + + + + + + + + + + + + + + + + + + + + + to + + + + + + + + + + + + + ++ + + + ++++++�+ + cr' — 15/32" CDX PLYWOOD OR 7/16" OSB BRIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 5000s 1.8/1.7 3/4" or 7/8" 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 1.811.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2x _ + 5/8" or 3/4" wood panel 902.0 2 x — lumber Double 2 x — lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking i 1/8" gap r 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x : CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVINGYa" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack over squash=20 blocks and *Non -stacking walls wall or beam below.* require additional consideration. Check local building code for appropriate details inI—or One 10d box areas=20 of high =20 sinker lateral load. nail each side 10'-0" at bearing. TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE O O O 5'-0" STUB -OUT FOR O 1 r_Or o o IWO GAS METER = O O_ • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" 16" O.C. 16'-5" 1) SIMPSON HTS20 OR 3 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR 4 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 151-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block / (2x4 minimum) —/ Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking I Ise 3" (10d) nails at 8" o.c. Provide adequate bearing for each lapped joist. oa nails SECTION @ INT. BRG. WALL N.T.S. rvv nvt ea t�n�.�r r MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED D DIMENSION OF LARGEST HOLE IN BEARING ZONES (KNOCKOUT EXEMPTS) (see table below) D LO (see table below) DO NOT cut, notch or drill flanges FILL CELL — STD. 900 HOOK BOND BEAM (n uJ < CONT. #5 CONT. #5 > STD. 90° BAR BAR HOOK #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D ,—PLYWOOD FLOOR .-_1- SHEATHING PER PLAN COLUMN AND CONNECTION l TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR \ INTERIOR BRG. WALL \� \ TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # FLOOR above to bearing below. STUU 2ndDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. ) Small gap 2" min. 2" max. 4" max. Web Stiffener _Fastener Schedule Joist BearingLocation Series Depth End Intermediate A ® 9-1/2" 2-8d 2-8d BCI 5000s -7/6 11" 2-8d 3-8d I� 14" 2-8d 5-8d Clinch nails ----._ __. _ - 9-1/2 _ 2-8d 2-8d when BCI 6000s® 11-7-%8" 2-8d 3-8d possible BCI6500s® 14" 2-8d 5-8d __ 16" 2-8d 6-8d 11-7/8" 2-8d 3-8d -- - -- BCI 60s4D 14" 2-8d Tight fit 16" 2-8d 6-8d__ 11-7LK 3-16d 3-16d 2x4/Plywood/OSB web stiffener 2" min. BCI 90se 14"_- 5-16d 5-16d required when indicated or 4" max. 16" 6-16d 6-16d - Hangers with side nailing. - Hangers with sides not containing WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls: - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration.— 7 A 1Y" ROUND HOLE MAY BE CUT ANYWHERE IN CANTILEVER THE WEB, PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Yz" DO NOT CUT HOLES LARGER THAN 1Y" ROUND IN CANTILEVERS. 8 1'-0" 1'1" 1'-2" V-2" V-3" V-3" V-7" V-11" 2'-4" 2'-0" T-2" 3'-7" _ Any 16" joist--- 12 1'-0" 1'-1" 1'-2" V-2" V-3" 1'-9" 2'-4" 2'-11" 3'-7" 4'-2" 4'-9" 5'4" -----_.____�._.-.__ Spen— (tt) 16 1'-0" 1'-1" 1'-2" 1'-2" 1'-7" 2'�" 3'-2" 3'-10" 4'-9" 5'-7" 6'-4" 7-2" — — 20 1'-0" 1'-1" V-2" 1'-2" T-0" 3'-0" 4'-0" 4'-10" 5'-11" W-11" 7'-11" W-11" 24 1'-0" 1'-1" 1'-2" V-3" 2'-5" 3'-T' 4'-9" 5'-10" 7'-2" 8'4" 9'-6" 10!-9- NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5, THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" 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 1Yz" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. �When joists meet over wall, provide 1 3/4" minimum bearing for each. SIMPSON MGT w/ (22)10d �GIRDERTRUSS NAILS TYP. 7� _. r 2X TOP PLATE 5/8"D 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 SCHEDULEFOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION Joist I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Backer block (12" wide min.) Nail with 10-10d nails. `-- Install tight to top flange. Joist hanger \ Filler block. `\ Nail with ~ 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap1( - Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4%2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger, doesn't meet height — - requirements 0.6 X Joist o depth I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM-/ • SEE PLAN FOR •. a . • FOUNDATION INFO ' ' 4 STEM FOUNDATION GRADE 4 4 4.Q REINF. SEE PLAN A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. �� LOCATION OF • SECOND H10A SIMPSON H10A • • • (WHEN wl (18)10d x 1 1/2" • REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE MI Mir /rP1T1^ A I Ti Ir"11 1 r—KIM TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE / r PLUMBING LINE G L 4. • e4: e Z \ • a • � 4 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 4 ea. 4 f 4a G .a a .d tA a e c SEE FND. PLN. SIZE & REINF. WN �. J _ U ` O F L O .• •. r°�OFESSiOt 1" l,1.1 1rr11111111i0 �\ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residentlal 6th Edition. Engineer's signature and seal Is only for the structural englneedng portions of the drawing pages bearing Engineer's signature and seal. W Lo N J U. M l i W rn 9U,LL o a b Z � r_M4 IX '• ' Q Nip ro m W ��01 ¢ a 8z LL CO N fN+1 Q 0 -3 z W V z z z >` a � a N zC1C9 f�N W yy 1 0 8 �(a c U ' W � U �' �' Of, CoCo • ra Q N o M E U3 '10,cR R z® o *2 .2.71 3 Rz W� a 8! .5 �i °M = a124i ^, rn B W \ m • (0 0 T nC, m 2 v r O 04 0) � T ` LO r i 00 L f T N o Z = E Q E v :j a3 a. Uri Q p J JOB NO: 20-8072 SCALE : AS NOTED SHEET NO. SIN 1 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2"HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS e BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (OR „ GYP. TYPE „ X„ @ GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM GARAGE ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH 8"x8"x16" NOMINAL BLOCK WITH STUD BELOW TOP PLATE STUD BELOW 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (1) ROW 2x BLOCKING @ MID (12)10d NAILS U.N.O. 2x #2 SPF STUDS HGT. FOR WALL HGT. <_ 8'-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR 16d TOENAILS T & B FOR WALL HGT. > V-6". EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". 2"x3/16" PLATE WASHER (TYP.) WALL�HGT. < 8'-6". (2) ROWS 2x BLOCKING (ALT: 1/2"xl 2" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'4'. 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. - 3/8" MORTAR BETWEEN SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN 4" O.C. @BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & _ ______.____._._._.._.._ _--_.-_ ___ -_.....__. SLAB & BLOCK 5/8 x 10 J BOLT 24 IMPSON SP1 w/ (10)10d NAILS ^° ° ° " @ " O.C. W/ IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS (1) LAYER TYPE II #30 ( ) @ 6" MAX FROM END OF 2 x PLATE (2) #5 CONT. ON 3" �' 6 x 6 W1.4 x W1.4 r 2"°x3/16" PLATE WASHER (TYP.) 1/2"x12" TITEN HD 24" O.C. 2x P.T. BOTTOM PLATE STEP, SIZE OF FOUNDATION AND REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE FOR CHAIRS (TYP.) " A ELEV. 0'-0" (ALT: @ UNDERLAYMENT ROOF PITCH > 4:12 I WWF OR FIBERMESH I AIIN OR 5/8"x10' WEDGE ANCHOR @ 24" x 6 W1.4 x W1.4 INCLUDE THE WALL 6 x 6 W1.4 x W1.4 ° ° ° (2) LAYERS TYPE I OR TYPE II ° ° A.F.F. O.C.) 2rr WWF OR FIBERMESH ATTACHMENTS 2" \ WWF OR FIBERMESH (#15 OR #30) UNDERLAYMENT FOR UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. �► . . , p ° ° q e - P- �- ° ° ° 0 ° ° ° a ° ° ° ° ° ° ° ° ° ° ° a ° ELEV. -0'-31/2" Z ° ° A.F.F, p �31/2" MIN. °jr 31/2" MIN. I REQUIREMENTS SEE R905. PRE ENGINEERED WOOD - ° ° 2x4 CONT. ° tl ° tl "- - 1/2" min. -4" ( ) '-° - 1/2" min. 4" TRUSS @ 24' O.C. U.N.O. 12 _ - - ` ° O ° ° tl o ° I I° a ° n , tl N a ° � oo , r „rr�-= e • "- T 31/2"(min. 4" - - . ° e oo ,,� a �- •. 31/2"(min.) 4" - HURRICANE ANCHOR @ EACH (NP') VARIES TRUSS (SEE UPLIFT SCHED.) W/ - - 8 - '- � ° GARAGE DEPTH VARIES ° - - - - METAL PL. UNDER EA. TRUSS WLM MOISTURE BARRIER TYPICAL INTERIOR BEARING (2) #5 coNT. 4"9 1'-48" (2) #5 CONT. A , g INSU ON LE SHINGLE ROOF-Y 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP M SHEARWALLK'�C� U.N.O.,, TYPICAL BEARING WALL @ STEP K`CC NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4 -1 0 „_ ,- r, S3 SCALE: 3/4 -1 0 1 S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=V-0" S3 ELEV. VARIES FOR ADDITIONAL SLAB - INFORMATION. 5l8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE JP °sE� BOARD PER CODE OR 5/8" ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING GYP. TYPE "X" @GARAGE W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C ABOVE W/DRYWALL EE SOFFIT 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" 0/C �N�o s SCREWS 7" O.C. @ SHEET 2x STUD LOAD BEARING OR INSULATION PER FBC AND ENERGY 10 coN (1) ROW 2x BLOCKING @MID HGT. CEILING & 8" O.C. WALLS �� EXTERIOR WALL 8 C.M.U. FORM SUBMITTED WITH PERMIT ` FOR WALL HGT. s 8'-6". (2) ROWS NOTE: 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @THIRD POINTS APPLICATION 2x BLOCKING @ 3rd PTS FOR SEE SECTION C/S3 FOR r „ WALL HGT. > 8-6 . CHART ON FLOOR FILLED SOLID W/GROUT #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION GYP. WB (MIN.) PLAN 1x2 P.T. HORIZONTAL SEE CC/S3 OR N G/S3 FOR ANCHOR LAYERS W/ TOTAL THICKNESS 7/8" OVER "J" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL .GARAGE SIMPSON N SP1 w/ SIDE IF APPLICABLE. SIDE NAILER 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" BOLT @ 24" 0/C W/ 2"°X 3/16" PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK (10)10d NAILS 5/8"DIA. EXPANSION BOLT 24 " O.C. STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GGIS3) 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD MIN. 2500 PSI CONCRETE SLAB W/ 2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) (6) 1/4"x3 1/4" TAPCONS 'SIMPSON SP1 SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR E BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 =' w/ (10)10d NAILS N 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED a BAR w WWF OR FIBERMESH .� END OF 2 x PLATE r I ARCHITECTURAL FINISH 1 x2 PT WD FURRING @ 24" O.C. TYP. ASSUMED FINISHED ` ' GRADE PER MFR INSTRUCTIONS ° ' ° ° _ � z_ #3 OR #4 REINFORCING BAR LU GRADE 40 MIN. Fy= 40ksi #3 & #4 LAP SPLICE ° ° 1 #5 VERT. IN FILL () MONO OR STEMWALL z ° M - 1, P FINISH GRADE o0 25"MIN. LAP [30"MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] p r ; 1/2" GYPSUM WALLBOARD CELLS (SEE ° FOOTING MONO SHOWN o . I - s w - - U.N.O. FOUNDATION PLAN , °, FOR CLARITY ° D _ _ °O 6 MIL VAPOR BARRIER P e. ° ;= W R 1 7/8" �' m - - - T FOR LOCATIONS) =� I,J,;� p D ° I=-,--I #5 REINFORCING BAR - 1x4 P.T. BASE NAILER p ° - 1 = I I=I I I=1 I 1=1 11= z e ' ' _ _ j #5 LAP SPLICE (2) #5 CONT. - 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH ° NOTE: g 1111111I 11111I 111 � 1I I I I I I I � II 111 � II I � "FOR BEARING WALL _i r (=III= I=III=I • COMP. SOIL. (COMPACTED TO ° 36" MIN. LAP IN MIN. LAP] ON 3" CHAIRS 8„ 1,�" 8„ (TYP.) FILLED CELL TYPICAL =I i ,, W/ UPLIFT ONLY 95% MODIFIED PROCTOR ASTM UP- 10" MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER n TO CUT BLOCK OR POUR _ _ _ __ III=I =�=I I III=111 I== I= I I=I =III III-1 I=III=III= =i I I-1 I I--III-I I I1 I I --I 1- I I -I 1-III. -1 I 1=III=1 1=I =I I 1-1 -ITi- i- I D1557) - 4" 11'-4" #6 REINFORCING BAR #5 STD. 90 HOOK TYPICAL INTERIOR BEARING MUNICIPALITY. I II -III=1 I 1 I -III- I I-III--III-III- =-I #6 LAP SPLICE CURB DUE TO SLOPE -'''-I , -I , ,-"-"'- CONCRETESLABW/6X6 0- NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING KE� REBAR DETAILS rF WALL W/ UPLIFT rG W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE rr_ , „ SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 -1-0 S3 „_ �_ �� SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 -1 0 S3 SCALE: N.T.S. S3 „_ ,- „ SCALE: 3/4 -1 0 S3 SLAB INFORMATION. SLAB INFORMATION. Z ° Y I 00 v 6 6 W1.4 W1.4 1/2" 6 6 W1.4 W1.4 r, x x SEE PLAN 1 RECESS FOR x x _ 31/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 6 MIL VAPOR ° - z min. 4 �� 10d NAILS TO TRUSS TOP CHORD FOR TRUSS BARRIER D p 1 a ' ° a v GRADE SEE PLAN FOR T 24" O.C. MAX. CONNECTION INFO _ � COMP. SOIL. a 00 TOP OF BEAM &LAYOUT DESIGN : _ ( COMPACTED TO 95% MODIFIED PROCTOR a ' _ I (1) #5 REBAR w/ OPT. SEE ROOF PLAN c ° e ° r- "' _ < . a ° -� jI- I I E ASTM D1557) - sNCLOSURE - �*EP4 (2) HTS20 FOR STRUCTURAL , , I �� (2) #5 REBAR CONT. 3 MIN. CLR. 11-4 (1 STORY) STD. 90 NOOK (SEE ON 3"CHAIRS TYP. 4„ 1'-8" (2 STORY) U.N.O. DETAIL) rf 4 - MIN. BEAM SIZE & CONNECTION INFO I I 2x4 P.T I PLATE 2x4 #2 SYP P.T. FRAMING w/ a � _ e • . ° 8 - - _ ins MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 g� TYPICAL WALL SECTION q TYPICAL THICKENED SLAB EDGE L o.s.s. Z ATTACHED PER NAILING FOR REINF. INFO. SCALE: 3/4" =1'-0" S3 SCALE: 3/4"=1'-0" S3 w Z SCHEDULE Cr > OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL 1/2" GYP. BD. COLUMN LOCATION w 6x6 P.T. #2 SYP P.T. 2x > � SLAB INFORMATION. „ HOLDROM rM SLAB W ABU66 SLAB STEP & RECESS S.G.D. 01_01, J CONT. BEAD SEALANT ¢ SCALE: 3/4"=1'-0" S3 OPT: DEPRESS SLAB 5 Y" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY BLOCK WALL BEYOND EXPANSION JOINT INTERIOR 2X STUDS @ 24" O.C. U.N.O. 4. - a -3 1/2" SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS COLUMN TO PORCH SILL AT 8" O.C. �OOTINGNRY LLAND CONCRETE SLAB 14' O.H.D. RECESS 13" O.H.D. RECESS E �• .. GARAGE ATTACHMENTS & 18/D1 PAD PAVERS z M CONCRETE NAILS W 1 1/2, 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS 8" MASONRY WALL ., EXTEND FILL CELLS W/ DRYWALL SCREWS 8U.N. EMBEDMENT @ 12" O.C. @ TO FOUNDATION PAD E �. ' " • '• ' " STAGGERED, FROM BOTTOM INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. �' ' • C > PLATE TO CONCRETE ON FLOOR PLAN SIZE VARIES PER PLAN r> _ .. • ;. `' * •� _- • ' �. • ;. III ' '' ' ' (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS SOLID ? Q _ _ _ _ .' i.:. 4" i.: oQ TENSION 120#) CONCRETE SLAB FILLED (SEE PLAN FOR ° .- - - �- 6 x 6 W1.4 x W1.4 N SIZE AND REINFORCEMENT) ;III= ° A +.;. •, •:: ' - "�' . ' - .: •,' ::'� - - •�. ' .' " - c WWF OR FIBERMESH '- oo c e M - z w -III-I III-III-III=III w o w LU w III=III 11=1 1=1 1 ; 2 I 1=I �' • ° - a BRICK PAVERS or SLAB PER p o .I. ! 4 _- -_ -_ qa SEE A/S3 OR J/S6 SEE A/S3 OR J/S6 ITT - M 6 MIL VAPOR - - - - - - - - - I - - W. 0'-0" FIN. FLR.� COMMUNITY SPECS T" 4 I I -_I - -�=1 - _I I -_I I-1 I I=_ __ �I FOOTING , 1 111-111=11.- 111-I 11 III I1-1=1 I I- FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE BARRIER - - I - 1 I-1 I I -I I I -I I 1=III I I =1 I I-1 I I=' BEYOND 1' " (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'-4" (1 ST RY) I I ': '' ' :':•; ' �•• PAD REINFORCEMENT =i 1=1 I I -I 3" MIN. CLEARANCE (SEE SCHEDULE) 1' 8" 2 STOR ( ) 1'-8" 2 ST RY ( ) 4" 4" SEE FOUNDATION ... * :• ��. CONC. PAD INFO. FOOTING WIDTH , SEE SCHEDULE GARAGE DOOR SLAB RECESS J,1 GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMINGrCD12 PATIO COLUMN FTG. DETAIL N SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SCALE: 3l4"=1'-D SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. t�ti lei!// 1S�11R SE u 0CN 06i J "'OFESS\O"' �\ �4, vv 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. 8 N it G �N�pp (1 N � to - 7 tA� # W M Q cnn.-� LL fA tyOpMM WLu U. a It Z J LL a ��, 8o L p LL Z o 2 rn CN m "3 9 ° W Q Ov ❑❑❑ CD v - z z � vl 4 'U LU 0 LLJ t� �t/1co c o LL, o � W z LA_ mg a'zCo. Q21 go EE E og� Z� �= o wz �� (n C Y O z Vi Jtl a iZ Nz W oLL wz �� = J R a� > mil; OC W 25 CD Q CCOCU o c� T 1 I to o 't T m T N o Z E O V w 0- U J Q p JOB NO: 20-8072 SCALE : AS NOTED SHEET NO. S3 (MONO) O i Ir x n 0 n 0 i i g' <N O i i 9 N N 0 0 a N N LO (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3"DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION - CONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY „ 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 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1)10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL rT� SCALE: N.T.S. SL� 12 SEE TYPICAL WALL SECTION (tip) 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 IL 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. TO DRAIN WL EXTERIOR WALL WALL CLEAN -OUT q SCALE: N.T.S. S4 1ST 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. SL� 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT ���������+mil ■■ AN •• a • • _ , .. •- • I ■_.■fli IIIMEN IIII�� ■■ �IIII III■■ ■■111 �IIII IIII� ■�I�� III■■ IIII� NOTES: 1Q 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 V-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 O FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER _ CONNECTION ASSEMBLY .;` GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. 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. 2x CRIPPLES @ --i 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" - -i O/C TYP. DOUBLE 2x -- CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE 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 NOT TRANSFER LOAD. ° WALL 4 ° a a DOOR STOP a ° a ° MOLDING 2 x 6 P.T. GARAGE DOOR J-BOLT TRACK BRACKET DOOR TRACK------' 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 V-4' 1 2 (1) (2 (1)LSTA30 4' - 9' 1 (2) 3 (2) (2) 1 (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 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. OO �R SIMPSON HTT4 TYP. Op OL U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL K*'Q SCALE: N.T.S. SL� SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. 5/8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 12 (TYP.) SEE ELEV, SIMIfSON SP2 w/ (12)10d NAILS AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED BOUNDARIES 6" O/C EDGES & 8" (' O/C FIELD 2X4 PT STUDS @ 16" O.C. IBLOCKING (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" EMBEDMENTLIN KO BLOCK AT EA. STUD MAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) �1►17�1�>!��]�i�lLciiilijl 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL E SCALE: N.T.S. S4 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 @ T O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF 4&,, SPLICE STAGGERED ATTACH ALL EXTERIOR STUDS W/ 4 16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS SIMPSON C SIMPSON SP4 3P2 INTO TRANSOM TRANSOM FRAMING FRAMING 2X P.T. SEE SECTION AA/S1 PLATE AND BB/S1 FOR - ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSC SP4 SP4 �LLINTELS ° SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 TRUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS /BLOCKING @ EACH END w U 2x TOP PLATE 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL('_j_"� SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° o ° • HTT4 w/ (18)10d NAILS (3610# SPF) ° o • HTT5 w/ (26)10d NAILS (4670# SPF) • DTT2Z w/ (8)1/4" x 1 1/2"SDS (1835# SPF) ° e ° • 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 2 l/2" SDS (5665# SPF) • HDU11-SDS2.5 wl (30)1/4" x 21/2" SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT G • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT HTT / HDU TENSION TIE N SCALE: NTS S4 SIMPSON SP4 �2X TOP PLATE OVERLAPPING -10d NAILS @ 6" STAGGERED i� J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE ROOF TRUSS ABOVE 2X BLOCKING ° I I 2X8 P.T. BOTTOM P TE C 5/8"00" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 -(2)16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 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 0 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- 9 SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. PER BOTTOM a v 4 2X8 P.T. BOTTOM PLATE D 5/8"00" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY K0`R SCALE: N.T.S. `�0�11 �w\Oc W 2 v� 2(°N -� - -v �•�. SAP F l-O ��if`,� OFESS141� '�nrrtrttt!�ti�E��� \\ �. To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code . Residential eth Edition. Engineers signature and seal is only for the structural engineering potions of the drawing pages bearing Engineers signature and seal. 9 O FA a N J Y n # ccLL 7 J # W O r U.LL o- PIN -9 U.J u_ e az 13 i $ 0 OR M. O M. m W Q0 a �o Z z 0 t N O y M a 0 W z z � Q N Co a--+ U �U N w m tA • U • a S M _j U_ p o USE aff ,QQ �aR ao U k'z g� oa 8 g z o E cQi ` 3 g C � a x :0 Z� wr J g ; W a °M = x Al W 0� 125 �o m 1 .� 0 Q C > 0 T CD -m 0 CAD r r� O 04 J 00 00 E Z r N rD Z° E O o LD . a v o JOB NO: 20-8072 SCALE : AS NOTED SHEET NO. S4 t� SIMPSON HGAM11 W/ (4)1/4"xl 1/2" SDS SCREWS TO BLOCKING & I(,, 1 /4 x2 3/4„ TITEN TO CMU SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS BACKNAIL w/ (2)16d NAILS NAILING SCHEDULE FOR TOENAIL W/ (2) 16d NAILS SIMPSON H1 OA w/ (18) SHEATHING DETAIL 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 1Od x 1 12" AT EA. 2"x4" SEE STRUCTURAL NOTES - @ 24" O.C.7 NAILING SCHEDULE FOR OUTLOOKER OUTLOOKER AND NAILING SCHEDULE TOP CHORD SHEATHING DETAIL @ 24" O.C. FOR SHEATHING DETAIL BLOCKING FOR - FIRST FOUR ROWS OF a5° t r24"MAX.TOP CORD BLOCKING 45°t 2X4 CONT"L" BRACE TRUSSES @ H1 OA w/ (18) FOR FIRST FOUR FASTENED W/ (2)1 Od 3" EDGES OF 2x4 CROSSBRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24"O/C. CMID HEIGHT SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 48" O.C. EACH JOINT W/ (3) 10d MAX. & (2)10d TOE NAILS @ AT LEAST 90% OF WEB 2x4 CROSS BRACE @ 8'-0" O/C. EXTEND AT LEAST 90% OF 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) 1 Od FROMLSIMPSON FROM LEDGER TO • 7/16" OSB SHEATHING & (2)10d TOE NAILS @ BLOCKING ATTACHED W/ 10d EA. END NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 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 7 1 SHEATHING ATTACHED 10d NAILS 6" O.C. INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ w/ @ EDGES AND 12" O.C. FIELD 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE @ 48" O.C. MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)10dxl 1/2" NAILS AT 6-0" INSTALLED PER MANUF. PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 10dx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4)1/4"x21/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" 1 EMBEDMENT IN KO BLOCK GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) 10d NAILS & (4)1/4"x21/4" SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE BACKNAIL W/ (2)16d NAILS REFER TO DETAIL J ON SHEET S5 FOR � � SEE STRUCTURAL X-BRACING, AND TOP "' NOTES AND NAILING CHORD BLOCKING N to SCHEDULE FOR INFORMATION tO aO SHEATHING DETAIL 1 1 1/ 2"x4" CROSS BRACE WOOD TRUSSES 00 ;, APPROX. 8" FROM RIDGE FASTENED AT 2x4 RAT RUN BRACING EACH JOINT W/ (2) "• AT 24" O.C. ON TOP OF t7j 1 1 2 10d & (2)10d TOE BOTT. CHORD FOR 4 NAILS @ EA. END TRUSS SPANS ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF FIRST 48" O/C FOR THE OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS F 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL TRUSSES FROM EA. ROWS OF 0/C w/ (2) 16d END TYP. TOP & TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH • " SIMPSON H1OA w/ (18) SIMPSON SP4 w/ (6)10d x 10d x 1 12" AT EA. 1 12" AT EA STUD (USE BACKNAIL w/ (2)16d NAILS OUTLOOKER SP6 FOR 2x6 WALL, USE SEE STRUCTURAL NOTES - SP8 FOR 2x8 WALL) AND NAILING SCHEDULE FOR SHEATHING DETAIL 2x4 OUTLOOKER @ 24" O.C. (OPTIONAL - SEE TOP CORD BLOCKING FOR FIRST FOUR ROWS 4" MAX ELEVATIONS) OF TRUSSES @EDGES OF SHEATHING TYPICAL DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM • FROM RIDGE FASTENED AT RIDGE FASTENEDAT ED EACH JOINT W/ (2)1Od & (2)1Od EACH JOINT TOE NAILS @ EA. END 10d & (2)10d TOE 2x FRAME WALL (SEE WALL NAILS @ EA. END SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD END TYP. TOP & (2)16d NAILS 2x BLOCKING BOTTOM ATTACHED W/ (2)16d TOENAILS 2x4 PANEL BLOCKING @ 4R-A O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM 2-Al "T" ON TOP OF PANEL SIMPSON H1 OA w/ (18) 10d x 1 12" AT EA. OUTLOOKER (2)16d NAILS 2x4 OUTLOOKER @ 24" O/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ " MAX. EDGES OF SHEATHING TYP. -"L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) 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 7" ON TOP OF PANEL BLOCKING, FASTEN WITH 1063" @ 4" O/C EA. END TYP. TOP & BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" ---- BOTTOM ATTACHED w/ (2) 1Odx3" @ 4" O/C SDS SCREWS TO TRUSS & (4)1/4"0" SIMPSON SP2 w/ 12 1 16d TOENAILS SDS SCREWS TO PLATES AT 36 O.C. ( ) Od 2x4 LEDGER (MATCH BOTTOM DBL. TOP PLATE NAILS AT EACH STUD CHORD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. 15 SIMPSON H1 OA w/ (18) 10d x 1 12" AT EA. 2x4 OUTLOOKER OUTLOOKER F@ 24" O/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ 24" MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) �GABLE TRUSS /_1/2"CDX PLYWOOD OR 7/16" (2)16d NAILS OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD '�-xTxr ,xr JACK TRUSS �K=tr SEE PLAN FOR �ax <rCONNECTION 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 2x4'7 ON TOP OF PANEL-' OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 11 BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ 1063" @ 4" O/C (2)12d TOENAILS EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON -LOAD BEARING ON COMMON NAILS. (ONE INTO EACH OUTSIDE OF D B.UCSAME NUMBER OF ROWS, SAME SPACING) SECTION g SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 11NIMUM 2x ;ROSS BRACING 3EE PLAN FOR OCATIONS) (2)16d PER JOINT f- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL ri SCALE: N.T.S. S5 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)1 Od PER JOINT TOENAIL- W/ (2)16d NAILS ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. 1 GABLE TRUSS "L" BRACE W/ 1 Od @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE 6.9 1 MAX. AND LOCATION) S5 S5 •. .II - • . . -II ' !° "II a • ji- \' I I . 1, . II - 1t ' 4 • . `. 11 ° .G -' ' II _II. °.. CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERE WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP `MINIMUM (2)16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL M SCALE: N.T.S. S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)10d WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) BRACING w/ (3)10d x 3" AT • EACH CONN. @ 24" O/C SIMPSON HGAMIOKTA w/ (4) MOISTURE BARRIER 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" BOND BEAM TITEN TO CMU MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG. E SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"4" (U.N.O.) "L" BRACE 24" 010" - T-O" T-O" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 211x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1Wx1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) `—CONT. BEARING ..... `'" GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. 0 C7 a 90� CORNERJACK Y U tY Z Ix 0 U HIP FRAMING REFERENCE PLAN 2x4 BLOCKING 2x4'7 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 2x4'7 BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB -' SINGLE "L" BRACING DETAIL s SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE 7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 -1 1 CONTINUOUS BOTTOM CHORD BRACING 2X4 MIN. NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP & BOTTOM CHORD CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING @ THAT MY BE REQUIRED 4'-0" O.C. MAX. FOR 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L AS PER BCSI 1-13 SCALE: N.T.S. S5 SCISSOR TRUSS 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION `1 N Zz _./ r (� tlr � 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 0th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. a g w N J ON n C 0 LL �, J * ��- U. M Ii W N a Z �LLLL (a C a) 0 Lp 4 Xc�aop W G T ¢ a Z LL °y M O J Z O U ❑❑❑ W V z z � a zE3 V) z . •U N o O c U U _ • a C11 S M rl 0 V1 �o ° �R z Y Q E O lJ �_�� t"' � o a z o E N (DT a o ;g Z y ro fir= C .0Ou � U m� 0 2 j� S wz � .0M � W M m �1 > T CL m tD 2 T". O N 0) T � r N Z Z c E C:) E N d U J Q 0 J JOB NO : 20-8072 SCALE : AS NOTED SHEET NO. S5 I 1/211 DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL ( 1x4 1/2" DRYWALL DOOR JAMB (REFEIg UNACCEPTABLE INSTALLTION , 00 DOOR JAMB (REFER TO PRODUCT P.T. TO PRODUCT TO PRODUCT APPROVAL FOR CONN. PROPER INSTALLATION MAX. 8 ♦ DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" O.C. APPROVAL FOR C APPROVAL FOR CONN, 1x4 1 X 4 #5 REBAR P, ` (TY ) 4 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO lx4 P.T. 3/16"0 X 3" LONG FURRING FURRING 3-1/4" LONG X 3/16"� FURRING TAPCONS (2) ROWS 3/16" x 3-1/2" #5 REBAR AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCON @ 16' O.C. & 4" 2Xg STAGGERED IN 16x.T. (TYP ) ♦ ' FROM EACH END w/ MIN. 1X8 BLOCK@ SPACING „ O.C. 2-ROWS INTO „ 1 DETAIL 2 EDGE DIST. ATTACH PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL 1x8 w/ (2) ROWS 8d NALS �� 3 DETAIL ` STD. 90^ 2x BAND JOIST W/ FACE NAIL 10d @TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. TO PRODUCT Nil METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL NOTE: APPROVAL FOR CONN. 1x4 EACH END W/ MIN TO PRODUCT LAP SHEATHING TO DOOR JAMB (REFER TO PRODUCT DISTM. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" BOTTOM OF BAND JOIST TYPICAL APPROVAL FOR CO,*Z',EDGE x 3-1/2 TAPCON @ 16 2 ROWS 3/16" x 3-1/211 1x4 () O.C. & 4" FROM EACH FURRING TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ +211 NOTC @ FIRST COURSE ' - \_ SIMPSON HGAM10KTA @ 12" O.C. w/ (4)1/4x1 1/2" SDS SCREWS .T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 I ♦ INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK 2x DETAIL 21 /4" DETAIL STAGGERED @ 12" o.c. 3-1 /4" DETAIL NOTCH WEB AT THE ' ±5^ FIRST 2 COURSESI L 41% BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS//cc FIL LED CELL PER —E F FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRA SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION A -A UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4"MIN. =1610 # FOR 2 STRAPS FILL 1st4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 21_OII 8" SOLID W/GROUT n U 1 PLY PRE-ENGINEERED TRUSS " 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 3 1/4"TAPCONS BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT W/ (4)1/4"xl 1/2" SDS 1/2" DRYWALL _ SCREWS & (5)1l4" 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"x21/4" TITEN = 2150 #) 2 x 8 45A 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 CONTACT ENGINEER OF RECORD FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. FURTHER INSTRUCTIONS. 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 ;. W. SCREW ANCHO\_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSBINTO ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) ARCHDBLKG. PER 4 MIN. OF BRACE INSTALLATION DETAILS A 2 X 4 #2 SYP SCAB TO SIDE OF -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH � TRUSS AS SHOWN FOR O.H. UP TO 2-6 FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED) W/ (3) #6 X 4Yz" WOOD * DOUBLE 2x4 SCAB FOR Z-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL (2) 1 Od NAILS @ 8" O.C. 4' MAX. RAD. ARCH DETAIL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ X OV TO TRUSS TOP CHORD FRygN .I MIN. 4" EMBEDMENT AT 16" O.C. + �F ^'ory 11-011 51-011 SCALE: N.T.S. SS 12 + + PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE+ TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + III&NISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + BLOCKING AS + • ' ' • • • •• ' WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B_B ROOF SHEATHING ATTACHED ' + REQUIRED EMBEDMENT INTO ) PER NAILING SCHEDULE ALL TO SUPPORT • /4" MAX 1 11 11 2-0 8 TRUSS + SOFFIT + ° #5 BAR BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 5 12d NAILS SIMPSON i () CENTERED W/ D' 1011 ° D• • : ' X_ H 1 X 4 FURRING BLKG. &BUCK 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS 2X4 SYP . EACH TRUSS o • . ° y+ — IN TOP 4 KNOCKOUT / EN _ — — — CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END BRACE PROVVERT! PROVIDE (2) MIN. PROVIDE 2x CONNECTOR '. MONO FOOTING •rs ' SIZE AND REINF. PER PLAN - °• BRACES WHEN TOF TAPCON AT EA SIDE 1 d NAILS(3) SEE LINTEL BRACE EXCEEDS 2411 BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY SCHED. AND SECTION DETAILS LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 ° 2 x 8 VERT. BRACES INSIDE TO ALLOW FOR INSULATION () ARCH #2 SYP @ 24" O.C. ENTER SO IT CLEAN FILL .► • DIRT b z TO BE INSTALLED 001, BUILT UP PLWD. BUCK - P PRECAST LINTEL STANDARD ° ' ° N "LAN SCRIBE NOTCH BACKSIDE 7/16 OSB ARCH PANEL (NOTCH)L9;4 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION 9Y HOOK #5 BAR IN TO FIT ARCH CONNECT W/ IF TRUSSES USED W/ 2 #6 X 4Y." WOOD ) () FOR OVER HANG T_ FILLED CELL, 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC 4' MAX. RAD. SCREWS 16" O.C. MAX. OR IF MASONRY @ (MAX. 4'-0° ) r , • . r '. � � • '., • t r ►, BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL INSTALL WDW, SCREW WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" ."- r,,. r r r r r,. THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. O.C. ,.. ,. r. ,. r, , ,. PER INSTALLATION DETAILS ARCH DETAIL rK SECTION @ ENTRY L SECTION @ ROOF EXTENSIONrM STEMWALL FOOTING SIZE AND REINF. PERLAN B"g 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 AT LEAST 2 HOURS BEFORE PLACING MORTAR. CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"4" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR SIMPSON 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 1/2" NAILS TO STUDS & (1) - PER ANCHOR E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL ) #5 BARS CONT. OCCURS ALL THREAD ROD "SET" Z #5x6' EMBEDDED INTO EXISTING BOND BEAM � IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. THE SAME SPACING ( REINFORCING T TOP WITH MIN. 3" COVER EPDXIED w/ SIMPSON A EPDXIED XIE `, SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER 61_011 EPDXY MIN. 6" EMBEDMENT & FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE ) EXPANSION STRIP 3" MIN. EDGE DISTANCE v NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° o THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL X� e w a A REINFORCING AS FOLLOWS: ¢ Z;5 1 * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT ° _ _ a. F * PRESS PANEL REINFORCING INTO PLACE. " P . #5x6' EMBEDDED INTO U z * 6 MIN. LAP SPLICE W/ o' ° EXISTING FOOTING (2) #5x6' IN CONC. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL1111 in FILLED CELL SMOOTH. DO NO FURROW. • o •• N DRILL 3/4"x5"MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT :`'`..` .`< `°''` ` '' ' GRADE p. ► rrr ` . SET BAR IN EPDXY '< FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6"MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE c., ° 'p REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° ��a 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ' (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 L 16" MIN. COVER EA. WAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN In 7rEXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4" =1'-011 SCALE: 3l4" =1'-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. Uzq q) ' 2 '151 ROFESS\O �� ""fl I l l I I 111111 � ����'� 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 - Residentlel 6th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Q N V LL 0 In ?� '� w Lo LL LL 0. 0) 4 M in h a 0 0 rM Xmo W 9 P it C4Lo •j M Z &L N U� J 3IL V ❑0❑ W Q N 0 z z o V N _z �4 N � 0 LU 8 tJi c d _U � W M U_ LL N� �Og = w z a O_ E O N Z® E ¢� Z�-w � QO' Ot � NO }�2 ♦..7' o U In W M ,` co � r CL a+ to = ..� CD.� T J r + � T E N E o Z Z E 0 vyi a U a p JOB NO: 20-8072 SCALE : AS NOTED SHEET NO. SS 0 CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS VVI i vim+ L ".r l I i I .vvv • r w 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 r2 kP7 PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP MAX & EACH END ALTERNATE - MAXDIR& ION TYP. CHORD AT ALL HAND FRAMED AREAS TYP. ----LWOOD TRUSS -J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE:NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD TRUSS :33 SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER tRUSSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE:NTS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS 2x8 #2 SPF RIDGE BEAM .k 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC.MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING r3 SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT VARIES 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 SPF TOP INFORMATION. BOTTOM CHORD PLATE 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 OIL SEE PLAN FOR PLATE BELOW TOP OF WALL ; MIN. 2X4 #2 SYP P.T. PLATE W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE 16" O.C. MAX. INFO. SECTION @ ENTRY r8 SCALE:NTS SIMPSON LSTA18 w/ (12) 1Od NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( (2) 2x8 #2 SYP wi O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY 2 MASONRY WALL 4 SCALE:NTS iIMPSON HUC410 w/ 6d INTO HEADER & Od INTO BEAM - SEE 1OOF PLAN FOR MOI NFO SEE FLOOR PLAN FOR SEE PLAN FOR CANT. COLUMN SIZE & BASE-7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE, BASE OPTION AINDICATED ON B. SC EDULE/PLANM OPTION B CONNECTION INFO O PT I O N C COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) SCALE: 3/4"=V-0" A A SEE PLAN FOR SEE PLAN FOR SIMPSON CANTILEVER IF MTS18 w/ (14) INDICATED 10d NAILS TYP. U.N.O. CORNER n SEE FOUNDATION PLAN FOR MORE INFO COMMON BM. ATTACHMENT SCALE:NTS 2X4 STUDS w/ SIMPSON SP1 w/ 00) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION r22 SCALE:NTS SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM BM. SPLICE OVER CENTER OF POST MIDDLE F— SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. �• MASONRY WALL BELOW: SIMPSON �.. 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 �, (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS COMMON TRUSS �' SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE r2� SCALE:NTS EXTERIOR ATTACHED SCHEDULE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ ENTRY FRONT WALL SCALE:NTS 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED W/ (3)10d PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. SIMPSON LUS26 w/ (8) 10d NAILS - • OR IF 2 PLY TRUSS SIMPSON LUS26-2 wl (8)16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. 2X10 #2 SYP CONT. LEDGER w/ (3) VERIFY WITH PLAN FORLOCATION AND DIRECTION 1/2" X 41/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/132 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 9 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/� Z(2) 2x6 BLOCKING UNDER FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE:NTS DETAILS &SECTIONS lb R/O F L FE SS 11111111 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W a N ~ N � N (no . " . •� ,� Of Vi J 7k W Qy J M W fA CC a W U. ii a _ _ 0 -9 0 =fig .09 m Z ILW (O C I 2 ?N� Q 2 MZ � d W ❑�❑ z z z a z _ •U u- in in U � Q 0 z M z o ce a E OZ o° -® 80. z CD za &a w i 'a zJm 0 OV W a N �LL co 0 M 2 =�y W B T 10000 ♦ /1 Q C^' ? T W m o so d. r 70 O CV (3) T V J a I j (� 4 ,^ Lo T� CO � LO T' zv, E O CV o r_ a 0 ¢ o JOB NO: 20-8072 SCALE : AS NOTED SHEET NO. D1 FOLD UP WEATHER RESISTIVE BARRIER 8 WEATHER RESISTIVE FLASHING REQUIREMENTS TEMPORARILY SECURE BARRIER WINDOW UNIT DOOR ROUGH OPENING WEATHER SLOPE F RESISITIVE R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall BARRIER 0.3 in : 12.0 in WOOD FRAME FLASHING include flashingas described in Section R703.4. A water -resistive barrier is described as a material behind an exterior wall covering that is TAPE EXTERIOR SELF -ADHERED FLA5HIN 3/4"-1" BEAD OF CONSTR. (O.6 Cm : 30.5 Cm) g --- 3 SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING intended to resist liquid water that has penetrated behind the exterior covering from further intruding into the exterior wall assembly. An OVER RIM JOIST AND UP THRESHOLD OF DOOR AND exterior wall covering is described as a material or assembly of materials applied on the exterior side of exterior walls for the purpose of WALL BY 6 IN. RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER EXTERIOR providing , oaesthetics, g noo, veneers, siding, a weather -resistive barrier, insulation, for thetics, including but t limited tidin , exterior insulation and finish (AB•lMBLlD WINDOW) s s . . PROOF CAULKING CEMTFIN a O systems, architectural trim and embellishments such as cornices, soffits, and fascias. WEATHER SELF -ADHERED FLASHING BUILDING PAPER RESISITIVE 2 BARRIER SEAL TOPS OF JOISTS WIRE LATH UNDER DECKING \ ' R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or (SEE DETAIL WP07) suBFLooR a.other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied SELF -ADHERED FLASHING 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 HEAD FLASHING TIE-IN INSTRUXTIONS: than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and 1. Cut, fold up & temporarily secure weather RIM JOIST building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. THESE DETAILS ARE GENERIC AND resistive barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under R703.7.3 Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall AND WATERPROOFING METHODS TO weather resistive barrier 1 1 include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual BE USED. 3. Fold weather resistive barrier back over head 2 2 Q layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance flashing and seal with tape with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1)SEALANTAT 4 SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF '' ' MASONRY WINDOW BUCK t 2) SEALANT JOINT 5) SEALANT FROM •, INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME TO WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT 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 X DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 AND FBCR 703.7.3 Detail Instructions Refer to the number marked as Pinstructions in each detail that corresponds to the numbered items in the list o 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 NAILING FLANGE SELF -ADHERED FLASHING u� 1 L/1VI IIIYV 1 LJ1V1111\V /_` SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN V-4" PER PLAN SHOWER SEAT SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"A" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL SELF -ADHERED FLASHING Q SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP011) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SHEATHING INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD Eon SELF -ADHERED FLASHING PATCH ti 1 SELF -ADHERED FLASHING SELF -ADHERED FLASHING 1 3" MIN 2 4 5 SELF -ADHERED FLASHING OUTSIDE CORNER zz a a _ W (D W uJ rJ = W 11 W U' o cn .;d PLASTER STOP - CONTINUOUS BACKER - ROD & SEALANT A Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater SELF -ADHERED FLASHING than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER , designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall THROUGH SELF -ADHERED cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with FLASHING SELF -ADHERED FLASHING AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard SCORED as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing RELEASE PAPER shall extend to the surface of the exterior wall finish. Approved corrosion resistant flashings shall be installed at the following locations: (BEFORE FOLDING, SCORE 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall RELEASE PAPER TO ADHESIVE AS SHOWN) SE finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings 0 SELF -ADHERED FLASHING INSIDE CORNER Ground r+-- FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE �i THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER Water Resistant Barrier Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - - - BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be 2 sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 5 1.2. In accordance with the flashing design or method of a registered design professional. 4 1.3. In accordance with other approved methods. 6 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 7 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 autters. STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 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 Weep Screed I \ 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 0 a CV c O To the best of the Engineer's knowledge, information and belief, the structural plans and sperAcadons contained within these drawings comply with the 2017 Florida Building Code - Resldentlal 8th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W v N J O n y� t L u-_JWWI /» _J �y LL Z J U.Z oa io c °� F m o Wc°nXpjO' � e}N� a o ZGo LL N O O y N Cl)Q O j Z U 00000 W (D v P z_ z � z Q a Z C1 •O Ln (0 t.L. E USE i5 go ~C � C: � �o E ZCn 6i I Q LL W W � Z0� LL �' O ;2 _ co 2l 8 1M ^L, M, W ,> M _ Q li (D ^C in2 F_ �i W r- 70 O N N o� d" J r CD 0000 - T T-' N z° Z E O E ij >u i° CL U Q p _J JOB NO: 20-8072 SCALE : AS NOTED SHEET NO. W P HURR/C,4 NE Mounting Brackets 0 Brac 1 Gar�gal ( 41/2d x 4-112' x 2-12" See Anchor Schedule Baits 1 /2"Dla. A325 Galy. (Typ°) o 0 � 1 a-S/SAF Washers Self lacking Nuts Back Cross Support (May be cut to W) Right 8facket (16 Gauge) Self -Drilling Screws A/C Unit bottom Edge '�-Hurrkan a Strap (Typica h 3 in front) to t eFrmon�tCross Support (ny be cut via) Left Bravest (16 Gauge) 0145e1f-Driling Scteil lava Stackets & Sack Cross Support Into A/C Unit Bottum Side (Typical- 3 each side for hurricane use) Spo4s; buiatUtiaae Tin$" "Canon an palayltlesk arith co h Hurricane Air Site c. (�>IC4b"50A vague Aa k ups fhaggtei &a Hails moo Florida Department of Business & Professional Regulation Pugs t of2 Building Codes and Standards 3281MIS Product Approval Application Detail Q291 Ind tide Des Mndlrm Bt6! mm version Manufacturer Sit Validated 1k validated 3uliaMini FBC Approval Approved Revision 7017 Gulf Coast Supply & Manufactunng, LLC Eno David Daniel S. Kuhn Locke Bowden P.E. 10/12=17 10/102017 107172017 12112RO17 Approved Category: Roofing (352) 49&0778 PE-75519 (334) 300.1800 LullCategory: Metal Roofing infoagurccostsuppty.cem compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida .,,.. .. ,,. Professional Engineer ask Product Model. Numbeir gLan Quality Product Description Contract Assurnce Expiration Date Aaaroved IlaHlQ1Z for Use Aperoved Outside for Use t9Hi 110pwA Resistant gay . gosggx 1 0.032&quot; Aluminum SV Comp Mn 0.032&qud; 5 V Crimp Auminum Roof Panel 04/122024 No Yes NIA -NOV over 15/32&quota Plywood -108.5PSF 2 0.032&quot; Aluminum Gulf Lok Mn 0.0328,qud; Auminum Gulf Lok 181Lqud: Wide 041122024 No Yes N/A +NIA/ Roof Panel over 15n2&qud; Plywood -116.OPSF 3 18,quot 24go. Gulf Snap 1&qud; Gulf Snap 24 Ga. 17&qud; wide Roof Panel 04/122024 Yes Yes N/A +N/Af--131.OPS error 15/32&quot: Plywood 4 18,qud; 249m. Versal.oc 1&qud; Varsal-oc 24ga 16.54liqud; Wide Roof Panel 04/122O24 Yes Yes N/A +N/AI over 15132&qud; Plywood -138.5PSF 5 1&qud: Versal-oc .0328qud; Aluminum 1&qud: Vers l-oc min .03211,qud; Aluminum over 04/122024 Yes Yes N/A +N/A/ 15132&quot; Plywood -101.OP8F 6 1.5&qud; 24ga. Gulf Snap 1.5&qud; Gulf Snap 24go. 16&quot; Wide Rod 04/122024 Yes Yes N/A +N/A/ Panel over 15I32&qud; Plywood -118.OPSF 7 1.5&qud; 249a. Versal.oe 1.5&quot; Versaloc min 24gs. 168,qud; wide Roof 04/122D24 Yes Yes N/A +NAI Panal over 15/32&qud; Plywood -123.5PSF 8 2&qud; 24ga. Magatce Mn 24 Go. 28qud; MegaLoc 18&qud: wide Roof 04JI22024 No Yes N/A -NIA/ Panel over 1502&qud; Plywood -108.5PSF 9 24 Ga. Gulf Lek Mn 24 Ga. Gulf Lok 16&qud; Wide over 15/3284qud; 04/122024 No Yes NIA +N/Al-96.7PSF PWOW 10 24 Ga. Gulf Seam Mn 24 Go. Goff Seem 16&qud; Woe Roof Panel OM122024 No Yes N/A +NUJ-93.sper over 10 Wood Punlns over 15/32&qud; Plywood 11 24 Ga. Gulf Seam Mn 24 Ga. Gulf Seam. 1 3/4&qud; Snap Lock• 04/122024 No Yes NIA +N/A/ 188qud; Wide Roof Panel over 1 SM26qud; Plywood -108.5PSF 12 26 Ga. 5V Crimp Mn 26 Go. 5V Crimp Rod Panel over 15/32&qud: 04/12UO24 Yes Yes N/A +NIA/ Plywood -156.5PSF 13 26 Ga. 5V Crimp Mn 28 Ga. 5V Crimp over 1 SC2&qud; Plywood 04/122024 No Yes N/A +N/AI.131.PSF 14 26 Ga. 5V Crimp Mn 26 Oa. 5V Crimp Roof Period over 1x4 Wood 04/1212024 No Yes N/A +N/A/ Purans over 15/32&qud; Plywood -156.5PSF 15 28 Ga. Gulf Lok Mn 26 Ga. Gulf Lok 168,qud; Wide Roof Panel over 04/122024 Yes Yes NIA +N/Al 15/32&cud; Plywood -161.OPSF 18 28 Ga. Gulf Lok Mn 28 Ga. Gulf Lok I S&quot Wide Roof Panel over 04/122024 No Yes N/A +N/AA63.5PSF 15/32&qud: Plywood 17 26 Go. GuNPBR Mn 26 Go. Gulf PER Rod Panel over 15/32&qud; O4/122024 No Yes N/A +N/AI Plywood -154.7PSF Florida Depar6nerit of Business & Professional Regularwn Paget ore Buik5rlg Codes and Standards 31Qwme ProduCt approval Appikat Ill De4n deafer .IillbtEBilill Ancransdift nMM Use 6OLMMUKAU flsdEllY.M kmal'd aaEiet Rem Bman 18 28 Lis. GUM113R Mln 26 Ga. GulfPER Rocf Panel over 1 x4 Wood 04/12r2M Yes Yes NLA Nov+ Purlins over %0211,qud: Plywood -1517PSF 19 28 on. GukPan Mai 28 Ga. GIaIPBR over 15/32&quat; Plywood 04/122024 Yea Yes WA +N/N -154.7PSF 20 26 Ga. GuNPBR inn 28 Ga. QMP13R over Us Wood Pulins over 04/122024 No Yes NA +NNW 16426 quok Plywood -151.7PSF 21 28 Cis. Gf11RD Min 28 tin. GIaRb over 10 Wood Plelhs over 04M22024 No Yes NU NAI 1542&quat; Plywood -1842PSF 22 20 Go. GuM Mai 2e oat. GaRb ever 15irb2&quct; Plywood OW122024 No Yes MA +NAI -159.2PSF 23 28 an. Guhm Mtn 26 Co. GraRb over iSA24tImot; Plywood 0020024 Yes Yes WA +NAI -159.2PSF 24 26 Ga. GuMb Mn 26 Ga. GlIRb truer 1 as Wood Puffins over 04/12rim Yes Yes NIA +NAI 15A2&quot: Plywood -164.2PSF 25 20 Os. G lfRb Min 29 ea. GLNRb over 1x4 Wood PurOn over 0022024 No Yes NA +NAI 1&a2&quof; Plywood -123.5PSF 26 20 Ga. G "M Mtn 20 Gs. GraRb over 15r32&qud; Plywood ou12rim No Yes MA -MAW -146.OPSF 27 29 Cis. G MM Min 29 On. GLNRb aver Us Woad Peters over 04M22024 No Yes NA +N/A/ 7M esAs e t O,S. a. -101.OPSF 28 29 On. GuNRb Mn 20 Ga. GuNRb over 7M 811qud; O.B.B. 04/122024 No Yes NIA •NBV -I I&OPSF Cade Version: 2017 FL it 11651 AppMatlan Tirpe: ALL Product ManutiAaw: ALL Callously: ALL 8tbatsaw- ALL App6setlonStatus: ALL ConpliarweMeMod: ALL a.&ty Assurance moray Contract Rpead: ALL Product Nodal, Barer or ern: ALL Product Description: ALL Approved far use In HWHZ: ALL Approved far use outside NMM ALL impost RedALL Daebn Pressures ALL Dale From: ALL ode 70; ALL %41L Entity or 20 20 Data Pondrici 120 11tu8 Ymil9D QQ= G^Inear A I _nsauwwdgd& YAWAM AWXD= fAQAGRMXIL 09amm amilk Revision 2017 Smart Vent Products, Inc. Michael Graham Hermes F. Notate, P.E. Locke Bowden P.E. 08/172018 08/17/2018 0823/2018 10/082018 Approved Category: Structural Components 1$771 "1.8388 PE-73778 (334) 300.180O Subcategory: Products Introduced as a Result of nfogamartvenf.com New Technology Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer WA Product led Clualltv Assurance Aclroved for use Anorovad errurn t . ResistantF�lEaYm gagD 1 SmettVent Model01540.510 Dual Function Flood end Ventilation Vent 12/3112020 Yes Yes N/A -1001-100 2 SmartVsnt Model #1540�511 Dual Function Flood and Ventllstlon Vent 12/3112020 Yes Yes N/A +100/-100 3 Sm event Model 01540.520 Insulated Flood Vent 12r312020 Yes Yes N/A +100/-100 4 SmertVent Model #1540.521 insulated Flood Vent 12/312020 Yes Yes NIA +1001-100 5 BmertVent Mork: #1640-524 16&eked; Garage Door Flood Vent 1213M020 Yes Yes NIA N/A 6 SmarfVent Model #1540.570 Wood Wall Insulated Flood Vent 121312020 Yes Yes NIA +1001.100 7 SmartVent Model 01540-574 14.5&qud; Garage Door Flood Vent 12/312020 Yss Yes N/A N/A W .,� aw Y r .�, A3 d V w FL17244.1 , I n a ESR-3455 12/31/2020 A23 d # v 1 r FL10446.2 ESR-2606 P 12131/2020 HD210-2 FL17232.3 ESR-3445 12/31/2020 HU210-2 FL10856.4 ESR-2549 W 12/331/2020 HD212-2 FL17232.3 ESR- 3445 1 2/31/2020 - HU212 2 FL10856.4 ESR 2549 12/31/2020 H0218 __..__......__ ...................... FL17232;3........_...._......_..................._..,.........,,,_........_,,..........ESR-3445 -12/31/2020 HU216 FL10856.5 ESR-2549 12/31/2020 HD2163 FL17232.3 _...........,_...-.._ ....__._.__ ESR-3445 12/31/20120 HU216-3 FL1p656.1 ESR-2549 1?J31/2020 HD26 _.__._._.....__...........__. __..__. FL17232.2 ___..._. _ .. _. _. _....._...... __..__._.__...__--___...ESR-3445 12131/2020 HU25 FL10856.3 ESR-2549 1213112020 HD28-2 ...................._._._......_._...._....__........_.. FL17232.3 __.._.._...._._..._....._......._...__.._......_.........._........__..............----.........._... ESR-3445 -.._.,_.._........__._.,._...,....m............. .._._..__....__._.............._ 12/31/2020 HU28-2 FL10856.4 ESR-2549 ............_......, 12/31J2020 HD410 FL17232.4 -- __ ESR-3445 __...,....,..,....................... 12/31/2020 HU410 FL10856.9 ESR-2549 __......... 12/31/2020 HD412 _._...__...._.._.__.....--..._._.._... FL17232.4 -- - - ._._..__..... ,..-.._.._-_..........._...................................,....,.,,.,I..-.......__-.. ESR-3445 _....._..._..:_._.._.-........__ 12/31/2020 H1412 FL10856.9 ESR-2549 _..�_...... 12/31/2020 HD610 .. - - FL17232.4 ....__....- ._...---....__..__._..._....._...._.._.._._.._.._.._..._.._.._._.._.-.,._....-._...._ ___....._._.........._..........................,..,...._....._..,, ESR-3445 _ _ 12/31/2020 HU610 FL10856.10 ESR-2549 _. _..._._..._ 12/31/2020 H00410 FL17241.7 ...................................,............._,.,.,.....,.., ESR-3444 .,.._..._._.� .� 12131/20120 H1CQ410 FL11468.11 SIM200804 _..._._..._...__ 12/31I2020 _._HGA10 FL17699:1 _._.__......__...__.._____._.__EvaluationR ,q. _...._..._ 12/31/2020 HGA10KT FL11470-4 SIM200803 12131/2020 HGAM10 FL17699.1 Evaluation R ort 12/31/2020 HGAM10KT FL11470.4 SIM200803 1213112020 ESR-3448 12/31/2020 HCP2 FL10447.2 ESR-2551 12131/2020 _...__HHCP2_............._.....,....__......................_FL17236.7 HTA16 FL1768D.4..._.._........-.._......._ - ---Evaluation a.__._.___...._...._....__..._...._..__.._. eport 12/3112020 HETA16 FL11473.5 SIM200802 1213112D20 HTA20-18 FL17680.4 Evaluation Report 12131/202D HETA20 FL11473.5 SIM200802 12131/2020„ HTT16 FL17324.2 Evaluation Report 12131/2020 HTT18 FL11498.1 ES-0130 12/31/Z020 HTT45 FL17324.2 Evaluation Report _ 12/31/2020, HTT22 FL11498.1 ES-0130 12/3112020 HTW16 ..HTW20'.._..........- FL_1 44.8 -•---..........._..__F � ........................-'-'-- S - __...... _ ...E R 3455 ' -' ----' --_____.._................_......_____..,.__....,.._.....,.,...,... 12J31/2020 HTS16 FL10456.22 ESR-2813 _._...�.�..._�........._.......... 12131/2020 __............._ 17244..8_....._._ .-.--'- _ L _ __.__._..____._.....-._.._.__.................._..ESR-34S5_...._..................................._._.._.._..__ ESR-3455 ..,......,,.,........,.,....._.. 12/31/2020 HTS20 FL1045623 ESR-2813 12131f2020W HTW24 _._... .......................,.-.,.....-...................._.....__......_._.......__...._.,.._..__._._....._..............._........._.......__........._.. FL17244.8 12/31/2020 HTS24 FL10456.24 ESR-2613 .12131/2020 HTW30 _.._... _ _ _...... FLIM,01.8 __,.._,....__.._.......,.._.._................._................_......_..,_,..._.......__.. .._...,..._.._.._.._...._.......__.._.. ESR-3455 ..................,.......................................,...._....._....._..._..._._......................_...__...-- ---- 12/31/2020 HTS30 FL1045626 ESR-2613 12/31/2020 HTWM16 FL6223.2 __- Evaluation Report ._12/31/2020_ HTSM16 FL11473.11 SIM200802 -1213112020 HTWM20 FL622&2 Evaluation Report 12/3l/2020 HTSM20 FL11473.11 SIM200802 12131/2020 __............ _.... _HUG72 _._.._...FL6223..3 " _...._ .Evaluation Re sort ... 12/31/2020 HGT2 FL10456.18 ESR-2513 12/31/2020 HUG T3 FL8223.3 Evaluation R ort 12/31/2020 HGT3 171-10456.19 ESR-2613 12/31/2020 HUS210-2 _... _.. _._..........__. FL17232.6 _.._......_._.... _.,._... _ ESR-3445 _._._._.__.._....__..,_..... _........_............_....._....__..._._._..._..,._......,....._, 12/3112020 HUS210-2 FL10856-PA ESR-2549 12131/2020 HUS212-2 FL17232.6 ESR-3445 12/31/2020 HUS212-2 FL10856.11 ESR-2549 12i3112020 HUS20 _......._._...._.__.._........................__ FL17232.6 __.......... _......-........__......__... ESR-3445 12/31/2020 HUS28 FL10856.11 ESR-2549 12131/2020 HUS28 FL17232.6 -...._.__._._.._...._..__..-.._..._,_,._..__.._.__._,,,...,,....,..,..._.................,.,.W.... ESR-3445 12/31/2020 HUS28 FL10856.11 ESR-2549 12131/202D HUS28-2 FL17232.6 ESR-3445 12131/2020 HUS28-2 FL10856.11 ESR-2549 12/31/2020 JL24 FL17232.7 ESR-3445 12/31/2020 LU24 FL10655.103 ESR-2549 12131/2020 JL28 .._. __. _. _.._.._...................__-. FL17232.7 _..._......_...._, ._._...._........__,. ESR-3445 -_......_...._......._..�_........._...................._...._......._.__.... 12/31/2020 LU26 FL10655.104 ESR-2549 12/31/2020 JUS210 2 FL1723211 _..... _......._ ESR-3445 ................. ...._... 12J3112020 WS210-2 FL10655.107 ESR-2549 12/31/2020 JUS24 R-1723210 ESR-3445 12/31/2020 WS24 FL10655.109 ESR-2549 12/31/2020 JUSZ6 _..._.____.......W_._.__________...__....__.._._.._......_._.____....__.....___._____ FL1723211 ESR-3445 1213U2020 WS26 FL10855.111 ESR-2549 12131/2020 JUS26-2 FL17232-11 .... ESR-3445 _.__....,._._....,m.....,.. 12/31/2020 LUS26-2 FL10855.112 ESR-2549 12/31/2020 JUS28 FL172321I ESR-3445 12/31/2020 LUS28 FL10655.113 ESR-2549 12/3112020 JUS46 FL17232-11 ESR-3445 1213112020 WS46 FL10655.118 ESR-2549 12/31/2020 KLEG3 _ FL17241_15 - _ ESR-3444 12/31/2020 LEG3 FL10667.71 ESR-2815 12/31/2020 KST260 FL17244.15 ESR-3455 - 12131/ 6M MST60 FL10852.7 ESR-2105 1213112020'. -LSTA12 FL17244.18 _._. _._.__.._._�17244.18 --- ....ESR-3455 12/3112020 LSTA12 FL10852.4 ESR-2105 12/31/2020 LSTA15 `_._. _....._,..............................................................._................_..........................._ ESR-3455 12/31/2020 LSTA15 FL10852.4 ESR-2105 12J31/2020 __.........___..._LSTA18--_...._...__.._.____FL17244.18_.._._.._....___.._...._......._.._.._.._.___.._...._........_.ESR-3455 .12/31/2020 LSTA18 FL10852.4 ESR-2105 12131/202D LSTA24 FL17244.18 ESR-3455 12/31/2020 LSTA24 FL10852.4 ESR-2105 12/31/2020 LSTA30 _..------- - -... -- ....._.." FL17244.18 .._.._.,._._....._...........,..._..,...._.........._. __. ESR-3455 ............................_.......__..................._._._......_. 12/31/2020 LSTA30 FL10852.4 ESR-2105 12J31/2020 LSTA36 " ' FL17244.18 ESR-3455 __ __--. 12/31/2020 LSTA36 FL10852.5 ESR-2105 /2/3112020 LTS19 LTS20B FL17219.2 FL17219.2 ER-0200 ER 0200 12/31/2020 12131/2020 LTT19 LTT20B FL11498.3 FL11496.3 ER-130 ER-130 12/31/2020 1213112020 LT7131.ER-1... __..._...__....__....__......._.._._._.__._......_ ..__..._.._......--------...._....__.._..__.._ LTW12 FL17244.8 ............._,,,___._-....,.................._................... ESR-3455 12/31/2020 LTS12 FL1045629 ESR-2813 11J3112020 LUGT2 FL17240.2 ESR-3447 12/3112020 I LGT2 FL11470.7 SiM200803 12131/201201 MP3 _..............__................_............- FL17244.22 ESR-3455 12/31/2020 LS30 FL10446.15 ESR-28M 12/31/2020 MP34 FL17244.23 ESR-3455 12/31/2020 A34 FL10446.3 ESR-2606 12/31/2020 MP4F FL1724424 ESR-3455 12/31/2020 LTP4 FL10446.19 ESR-2006 12/31/2020 MP5 FL17244-22 ESR-3455 12131/2020 LS50 FL10446.16 ESR-2W6 12/31/2020 MPH3516_ _ MSTA12 FL17240.3 FL17244.18 ESR-3447 ESR-3455 12/31/2020 12131/2020 WMi416 MSTA12 FL10667.86 FL10852.8 ESR-2015 ESR-2105 12/31/2020 12/31i2020 MSTA15 _ ___._._..._._............_.....__...__ ESR 345`i 12/31/2020 MSTA15 FL10852.8 ESR-2105 12/31/2020 MSTA18 _FL17244.18- FL17244.18 _ „ ESR-3455 _........._. _.-....._.__._...._.____ 12/31/2020 MSTA18 FL70652.9 ESR-2105 12/3112020 .... ... MSTA24 .__._---__.._.......,..,,,_,.,._.....,....._._...._._..._._ FL17244.18 _....._..............................,,.....,,,..,.....,. .... .., . ESR-3455 -.........W...- 12J31/2020 MSTA24 FL10852.9 ESR-2105 12131/2020 MSTA36 _ ._.. MSTC40 _,..._...._..............._. FL17244.18 ................................................... - FL17244.2$ ESR-3456 ..... _.__. _....__.._.. _......,..........................................._ ..., ._..._..__..,............._._.........._._..___.__. ESR-3455 12/31/2020 12/31/2020 MSTA36 MSTC40 FL10852.9 FL10852.11 ESR-2105 ESR-2105 12/31/2020 12131J2020 MSTC52 .................................._.........................._..._........_............................................._........................................._._ FL17244.26 ..... _ ESR-3455 .__.........,....,.....,,..........._........._.......-.�...._..........._._._..._.._..._.__...._... _.... _.._.._ 12131/2020 MSTC52 FL10852.11 ESR-2105 12/31/2020 MTW12 _... FL17244.8 ESR-3455 12/31/2020 MTS12 RA0456.33 ESR-2513 12131/2020 _ _.._._- ....._. _. MTW16 FL17244.8 _........,..............-..............,._.,.............w.........................,..._....._...._................_..._....._..--' ESR-3455 12/31/2020 MTS16 171-10455.34 ESR-2013 12/31/2020 MTW18 FL77244.8 ESR-3455 12131/2020 MTS18 FL10456.35 ESR-2613 12/31/2020 MTW20 FL17244.8 ESR-3455 12/31/2020 MTS20 FL10456.36 ESR-2813 12/31/2020 MUGT15 FL17240.5 ESR-3447 12/31/2020 MGT FL11470.9 SIM200803 12131120id NFM35X12 - - - FL578.2- -- ' -- - -- - Evaluation Report _.........___._.._.._._._..__..._.... 12/31/2020 MBHA3.56/11.25 FL13904.6 ESR-2616 12/31/2020 NFM35X16U FL578.3 Evaluation Repat 12/31/2020 MBHA3.56/16 FL13904.8 ESR-2616 12131I202U PAU44 FL17239.13 ESR-3449 12/31/2020 HDU2-SDS2.5 FL10441.4 ESR-2330 12/31/2020 PAU06 __..,........_.... _....._ PHD2A FL17239.13 . _.._... _. _.,........._.... ,..._. .,._. ,......._._....._. FL17219.3 ESR-3449 .....___......__....._._..........____.__......,.._.,.._.............„.._......_,_.,,........_..,.,..,...,..,.........,._......,.....W ER-0200 12/31/2020 12/31l2020 GLTV3.516 FGTR FL10667.8 FL11473.2 ESR-2615 SIM200802 12131/2020 12/31/2020 0ibb3516 FL17241.20 ___.._...._....__.._.__.__.--..ESR,3444---------- -- .121'31/2020 CS16 FL10852.1 ESR-2105 12/3112020" RFUS FL6223.5 Report 12/31/2020 H1 FL10456.5 ESR-2513 1213112020 RS150 FL1724427 .Evaluation -"„_..__...._._..._..___ ESR-3455 12/31/2020 H10 FL10456.6 ESR-2613 12/31/2D20 RT15 FL17236.3 ..........__._..._-......_.._.-'-----------._....._...-'-'---.._.__._...._......_........_...._..__..__._,----....__..__...._......_.._........,....__..__.__.... ESR-3448 12/3V2020 _..__.._.._-..._I..._...... H10-2 FL10456.7 ESR-2613 12131120Z0 RT162 FL17236.2 ..-'-'-'--'----'-^'----__..._...__.._-........._ ESR-3448 .._._...._.....__...__._.....---'--_.__..__....__.-------. 12131/2020 ..._._..__.__..._..-......... H10A FL10458.6 ESR-2613 1213i12020 .....__..._,......__.. -.... _._.._.................... RT16A FL17236.2 ___,........_...._..........__..__.__ ESR-3448 12/31/2020 H3 FL10456.13 ESR-2613 ............._...-W.......-..., 12/31/2020 RT3A RT4....... FL17236.3 ..........-........................:,,.,.....I..........._I............_ FL17236.3 ESR-3448 .._............._..__......_...._........_..,_........._.................,...............•...,................,..........._...................................._........,._ ESR-3448 12/31/2020 12131120201 H4 H5 FL10456.14 FL10456.15 ESR-2613 ESR-2613 12131/2020 -12/31/2020 RT5 FL17236.3 ESR-3448 12/31/2020 H25 FL10456.11 ESR-2613 12/31/2020 RT7 FL17236.3 ESR-3448 12/31/2020 H25A FL10456.12 ESR-2613 12/3U2020 RT7A FL17236.3 ESR-3448 12/31/2020 H8 FL11470.3 SIM200803 12/31/2020 ................ _.... _RTC._.,...__.._...._ -- - FL17236.3 --- --' ESR-3448 12/31/2020 SPi FL10456.41 ESR-2613 12/31/2020 SPT22 FL17244.30 3455 12/31/2020 SP2 FL10456.42 ESR-2613 _ SPT24 __. _....... FL17244.31 -_...:...._.__._ ._....._..__ESR _ ' -' --- ESR-3455 12131/2020 SP4 FL10456.43 ESR-2813 ..,12/31/2020 12131/2U20 SPT4 FL17244.32 . ESR-3455 - _.____.._..._..__..__.,... 12/31J2020 SP6 FL10458.44 ESR-2613 12/31/2020 SPT6 FL1T244.32 - ESR-3455 12/31/2020 SPB FL10456.45 ESR-2613 12131/2020 SPTB FL1T244.32 ESR-3455 12/31/2020 SPH4 FL10456.46 ESR-2613 12/31/2020 _......................_...._..........._..._........................................._...._..........._......_.........._._....._...........__._.................._..._._........__.._._._.._._..- SPTH4 FL17244.32 ..__.._._...._..._....._...................._...................,.._...._............_............._..__.._.._.._...__- ESR-3455 12/31/2020 SPH6 FL10456.47 ESR-2613 12J311202(1 _............... SPTHB ^ _. _... _.._.._.._..._.............................._..._...._,...._-._._...,_.._.....___.........._....................._........_..........._......._..........-......._..._.__... FL17244.32 ESR-3455 12/31/2020 SPH8 FL10456.48 ESR-2613 12/31I2020 SPTH8 FL17244.32 SR-3455 12/31/20120 U 24 FL10655-14 1 ESR-2549 12/31/2020 SUH24........................._ ._..� FL1723213 ,.,E ESR-3445 12/31/2020 HHU528 2 FL10655.3 ESR-2549 1213112020 THD28 FL17232-16 ESR-3445 12/31/2020 HHUS410 FL10655.4 ESR-2549 12/31/2020 THD28-2 FL1723216 ESR-3445 12131/20Z0 HGUS5.25112 FL11468.11 SIM200804 -12131/2020•• THD410 THB412 FL1723216 FL1723Z 16 ESR-3445 ESR-3445 12131/2020 12/31/2020 HGUS414 HDQ8-SDS3 FL11468.10 FL10441.1 SIM200804 ESR-2330 12/31/2020 12131I2020 THD612 FL17232.16 ESR-3445 12/31/2020 MSTAM24 F1-11473.19 SIM200802 12/31/2020 THDH414 FLi723217 ESR-3445 ........................................................,......._............_......._.._.._...__._____.__....._.._.._..._...__..............._..._._.. 12/31/2020 MSTAM38 FL11473.19 SIM2008M 12/31/2020.......... _ - UGTS3F - --FL2033.1 W Evaluation Report 12/31/2020 MSTCM40 FL11473.19 SIM200802 12/31/2020 -- - UPHDB _.__.._._ . FL17219.5_.._.__...__..___...____..._......_............_......._.._._...._._._ERA.__._.._....._._........_.._....---......---........_ 00 12/3112020 HHETA20 FL11473.9 SIM200802 12131/2020 .__..___........._...._.__.....---.....__..._..._.._.._...____._._ - ...................,......,._..............W__'__....___....._..._........_........_..__.........._...._..-- - LGT3SDS25 FL11470.7 SIM200803 -.._....___........_.._........ 12/31/2020 .._...---... --............... _....._.... ,. .........__....... ....... _.,_.W...._...___.........._.._....................._..._.._.......................,....................................__._..__.._......._._.._...._._......._......._........--_..... - - LGLIM26-2 FL11473.12 ...'_"................................, SIM200802 1213112020 July 8, 2020 PRODUCT APPR OVAL OVAL SPECIFICATION SHEET 20,8 As required by Florida Statute 553.842 and Florida Administrative Code 913-72, 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 Cats o Subestla o Manufacturer Product Description Approval Numbs Test Pressures Exp. Date 1. EXTERIOR DOORS A. SWINGING ThermaTru Firber-Classic and Smooth -Star+ (NON -IMPACT) FL20461.1 67.01-67.0 psf 12/31/2021 ThermaTru Firber-Classic and Smooth-Star(NON-IMPACT) FL20461.6 +67.OV-67.0 psf 12/31/2021 ThermaTru Farber -Classic and Smooth-Star(NON-IMPACT) FL20461.9 +67.0/57.0 psf 12/31/2021 ThermaTru Farber -Classic and Smooth-Star(NON-IMPACT) FL20461.14 +67.0/-67.0 psf 12/31/2021 ThermaTru Classic -Craft and Benchmark FL15225.1 +67.0/-67.0 psf 12/31/2021 ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 psf 12/31/2021 ThermaTru FlberClassic, Smoothstar, ClassicCralt, Rustic FL7640.1 +67.01-67.0 psf 12/31/2021 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf 12/31/2020 PGT Series 5570 FL251.10 4/14/2021 C. SECTIONAL Clopay Building Products Residential WindlCode Doors W5 8X'7 FL15279.37 +30.0/-32.0 psf 5/21/2028 Clopay Building Products Residential WindCode Doors W5 16X7 FL15279.53 +30.01.30.0 psf 5/21/2028 Clopay Building Products Residential WlndCode Doors W6 8X7 FL15279.85 +38.0/-42.0 psf 5/21/2028 Clopay Building Products Residential WlndCode Doors W6 16X7 FL15279.102 +37.0✓-41.0 psf 5/21/2028 D. METAL LOWERED DRS Curries Di4slon ofAADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A see inst sht 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FLI7499.2 +50.0/-65.0 psf 10/8/2023 PGT Series 5500 FL239.7 7/30/2020 B. HOR12raNTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.0/-50,0 psf 2/16/2024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.0/-40.0 psf 4/3/2023 PGT Series 5520 FL243 4/30/2025 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2020 PGT Series 5500 FL261.1 N/A 5/26/2021 E. OTHER 3. PANEL WALL James Hardie Building Prod, Cem lank Lop Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 A. SIDING N/A 12/31/2020 B. SOFFITS Alside Solid and Vented SofAt FL15272.1 - FL15272.2 +70.0/ 70.0 psf 12/31/2020 C. OTHER _..... . ........ 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA 12/16/2022 B. UNDERLAYMENTS Tamko 151b Felt Undedayment FL12328.6 N/A 10/18/2021 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Oft Ridge Vents FL16918.1 - FL16918.4 N/A 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 N/A 12/31/2020 Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A 7/10/2021 E. ROOFING TILES Borat The Villa 900 FL7849.27 - FL7849.28 N/A 12/31/2020 Boral Tile Sax orry 900 FL7849.16 - FL7849.20 N/A 12/31/2020 F. METAL ROOF Gulf Coast Supply & Manufacturing, LL 0.037 Aluminum Gu11Lok 16" wide roof panel FL11651.2 R3 N/A 4/12/2024 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/31/2020 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12/31/2020 8. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart rt ANCHORS Simpson Stro- e i1 see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A 12/31/2020 MITek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 1/1/2023 C. ENGINEERED LUMBER Weyerhaeuser Rlm Boa R,LVL PSL L L FL6 27.1- FL6� 7.5 N/A 3/31/2021 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A 5/21/2022 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 N/A 5/25/2024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following Information must be available to the Inspector on the obsite; 1 co of the product oval, 2 P 1 ) PY P approval, ) { APPLICANT SIGNATURE DATE N N to fD CD .e-. U 21 CD 2 d C o 0 C .M CB U -0 0 a to C to C O C C 0 3 C� 0O O Ca IL 4-- O _ Ct3 > .� C E O � O t2 I-L0._CnQ C a z W C0 MCC W d< loses- L- CIO cW G Q ^' Z J Z Q J SHEET N0, PA 1,0. Florida Department of Business 6 Professional Regulation P.ge 1 da Building Codes and Standards 1b122Dit Product Approval Application Detail Gam anbLM 291 no 29AIA 9M gtp Lu maim mmumam 2200 Rod-k Lrnms ydld.s.lk moot" Al2mat sac AMMM Aumud am" M.49 n 2017 TWr Tru Owpwdlon RW*WA M LpMen F. 8eMMd, P.E. Ryon J. Ksq, P.E. 10M6/M17 0711M017 tommot7 W2/lm7 Approved Cd.e.rr• E ivior Dbws (419) 296.1740 PE43M (913) 76746M ry. Exl.rtwOwmblo' Ase. D tubCdegePrabaNwW eged CoredproMdltia FlIorkin ArAr&&W cersed FlwIM Eegd .. ,. :.. .... Gualb A.e-s Agg�ygg apnrevad for Lies lmoet Damn ANA $almLMeMmmIM k 9= aNkmtk llti ma3Wmt amnion 1 a. TMnneTN FberCWda w emoMFlRw NembW U039:8 equd7iwhV@daa)M1: Opeclus 12414020 No Yes No NA Composes Sees Flowism Woo Dow T�&71-uplliwaiiik sma 0rawAtntAwdow x o.raaudw) NOMFW aw C.mpM.Edpo Feargbes 6pMDear M ;X _y1. M&Tru Fbw.CWuk wf Sm9dh-&w- NmAkd 4U89; Aqud74eMrow ot; Wes_._____. 12/314M No Yes Cor posts Edgo FYnrgMes &»fps Door 0-.* pE -ft: x "Wow"") 14 n. T "&Pu Fborvn* end sm"Walf, NmwW 909; aqud74Do-InpMleW q'; imam Na Yes No WA Composh Edge Fberiew Spy Dow Florida Department of Business A Professional Regulation Building Codes and Standards Product Approval Application Detail P.pe2 d2 IrIw= El�i'HimmsOloVl1 mml Product N.M. N-Aw w Men. gllarl.ewE✓mE! As3LMMUKM In ""a 6RNMMLtz a Outside moil ROOdat Male P- I SERIES 420 ALUMINUM 900 SERIES 420 ALUMINUM SOD OXO 12MI/M20 No VM No WA 145-Y4agUot:xW&qud. NONASINFORCED 2 SERIES 420 ALUMINUM SGO SERIES 420 Al UMINUM SGD OX, XO, XX 12131flon No Y. No NA UAWQI-A g; NOWREINFORCED 3 SERIES 420ALUMINUM 800 REINFORCED SERIES 420ALUMINUM SOD REINFORCED OXO 12131/M20 No Yae No NIA 1463I4equotxW6qud: 4 SERIES 420ALUMINUM WO REINFORCED SERIES 420ALUMINUM SOD REINFORCED OX. 12c31I2020 No Yes No NIA XO, XX 666ouw;Xe6aWd, 5 SERIES 420 ALUMINUM SOD REINFORCED SERIES 420ALUMINUM OW REINFORCED XXX 1203IJ2020 No Yw No WA Flodlea Department of Bu6MMw A RdambnrJ Reguatlon Bumtmrg Coda and Standards Product Approval AppNostlon Delay pan t d1 Lamle auk sdkLa gat Y1ga OMLe sons bm 3hme imrllam fmmd Nmrr.Ali l Bosom MNNmliw mlmrmm aNAOMW AMNON mina Rovbbn cal CMMO UMOIAADO.MO Dabom UIL LC Ted@$RWA Pit 114OSM7 ta9mma17 I'17 Assessed Ora.snp 8Mwler Dom (MI)404Je1M OM)M64707 SrOebgwpt I - I Do«t'baseAeda dwMAseoassrMbym Cowoftmw N~ObMeMen MwkwLWM on SMANALDIAM andkA m Addle ASEsmilnl cord idt Ara Omi■O166m■Is anum elm am Mlm va ma imam !mess I M7. 707. 72/. 747. w a$?Wgb w Fees of own Aah, asset. w L.esswed*09wed pessd 1241AMa Yes Yeo YM MA heeow now dmeL Gala 33m version mmt90mt R.4" 2017 MI W doe. and Dove Cd@gW : Vdndowa SubCasgory: Fwad Con Hance Mdhod: CoWcaum Maw w LJAV tame Product Nods. Number or Now 1 165 PW Florida Departrwrl of Bushes A Professional Regulation Building Codes and Standards Product Approval Application Detail VIA,, ca= mmDWA rmu Ymtlsrl k Bmt IMIN. Mmd«n Antle dunl 91- M Wick PE (717) 305-3300 MaMtaebewa A"Odenon (717) 3174454 bdan".W.wm OudMy Assurance ArmmtaJaa Amorand IN Use Imest Delm Pro" 0140 s2mad emmtiM ode In Outside MOM Rsddant ftwin 73 X 721-1.tad CIAa. 04/09/2023 No Yee No .00140 P.ps2 d2 102Dri 0 Ode Oats Dal Penam Oslo xmwm JMWWM F11C Amuyd Aasmraa a" OMV2016 OebV2O16 D607WO APP-4 Fbride DspeMMM d BLdkw s A Probsft Regulation Pen l erl &ddbg Coda and 8bndmds law" ftWh tApprovalAPOOBUorlOsbm eaallmmm Sims MOOmem maab■m Mmrt aNUMLAIMM m m d" 3No Wr marl W As®l ANN "VA" =7 TkwatTre OwpaMm mkv*wt Lisdm F. SdwAIOL Pr. 1tm J. oft P.E. lonew7 lonely 1aaD17 Islam? Apposed cid wpI II DOW (41n2WIT40 PEa24e ("3)76F4m6 000AMEwpewbgymabMrDOWAsewMeb AobaONM4ewruarrL competes NAabe Eeekrbn Rpwteem a met Pbdbe RsgkWW AMbd «e Uermw FbrW pow w"Espana« emlfmAf■rlor tmdb(Aamtts mmomli tars hou mdlanl mEa gilt mesaAL msigamomlr g1m.tink9ioam felmma Mldalma namam !roam 1 a OgMtPbWCbAabapdk,&*WtSMOWWAN*Ut an" asaCMpe sewn OMId Ise - A 12AtAE1 Nov Yes Yee MA OMN00bMMCnMOUt or adeatcbwbGdt aMAomr•00knees wouwoftC nkwavm Rue W** Flords Depmbwd of Bohm A P *%@W d ReplMlon &Adhg Codas and Sbndmds PoodimtAppioYd AppNaNbn Dad popidi Miami Mbbe 2017 Mae "No as" Ratbm,ink P6sdm am RW"L own JahnemuMa. P.E. oaa017 ORODAD17 OLILW? lameali7 Apo 12 r Poa1 dab (100) lleav PE-34121 ('Nq M74a26 arbamemr. VAN pkgfMl, Ndw-ow aaebMeatAslfaeeakaMm Rpm«»+. *LOOM FbdbR90 'ArddbWare Warned Fbrlb Ias esle d IFnoble.. agogAmboom ANOLAtmte IMMOUXIrN A MERUR it lafiN AWN Mae m.masmkvks r alma ndmMma MOWN bon 2 Hoop SLAP MMe sooW-tip ells iama0m Yes Vie INA WA Florida Department of Business 6 Professional Regulation Pep 3de Building Codes and Standards 12/13/2018 Product Approval Application Detail Gat mama 21114 gala o.ta P.ndn, am ffia Xatlm LiAladst= Gloat EmerMwauams ydlddaday YOM" 86bmDNo FSC.AmpaMl 6-ed coral Rsvblan 2017 Thsml►Tru Owpordnon Rice YAW Lyndon F. achmN9, P.E. FW J. Kbg.PP. 121M=017 12M312017 12/2VM17 0AUMte Approved Caapwy: EdW W Dom (419) 299-1740 PE-43409 (913) 7674M Subcategory: Sv&Wq Exterior Dom Aaonbees r1doolip-bMtemn-twAe. Coompt! co Mdh.d: 2Nelllelan Report Rem a tom Florida M Arddl.d or Utensed FIedM PrcraUlo" Enpinsw _. ,.. oudltvAseurenae Aooroyod for Use Ammrelfwtlw rMa9t D2dm J Aug ZMgMUlrmd■M Ssl,krt marotia D b bait¢ WWII= R,,dA t F om- 1 e. TMrmeTu FRISM, a w Sm00"ar No." $Me:6 "tjU lnpmtacw; opsRue 12/31=1 No Yea No WA Con"aft Edge Fberom SWO. Dow O"-n904•etk x ewform-) i f. Thwm9•TN Fb.rClydk sid Smocth-Star NW&W 0019p &WOWNHmpeda4Nl; Opegw 121312D21 No YU No WA Composts Edge Fb"Ins Skala Dow 0.Mms OtdAvkq; x eOletg«iem) 1. 1Mmis CI4stl0 dq SmodRSt« ...._.._ Pbm 9:e a0ud CMmpad6gml: OhPM 12rJ� No Yes ..� No WA Compmee EUp. Pedrosa SMplo Dow ISM Mbm■ smod o ResYNn 211,17 O WW WA S PreeNb cwwm Qdq" mOMbr own e1.QMtergi fe4seed E.blbr MW ANW MM O401aawba Meeat Carlekillen Mwk w►rile m6mBmCemta N■! 37 037 VOM PPJ&Vt61: get M, 73. M I D. Ilk 7% MV, OR, 4Ri, LOW, ow. 2FAT.46, 42,1 & 44& 42& gin 11111111110, QDMV, oRM, G MeV, ARM. MM ODM mein Canpoae Edge FIN OnrvAns,oMAWtd: x Fbdde Depash es d BusYws A Probselorml Rag lska Bumdhg coda and Standards ProduatApprovrd AppNommmi DOW ►epl dl ~I slow go Will mobaft M tmw 1mraALk ma !install lrmmal 660d B RANG rat 6smmd tars Main VlbdreW Wbk TN"#WfkU MA G"pMMbr lino 7 OWINMY Ua1Am7 Approved oil)Freon lea p13)6l"we IIIbiA1b4ANfIlaMl4.eM1 goo LAdIm1a AolsLma agmdi um mad a" Ogr■Ommd alimmirlrN■O■ alma MddtJma laird rota■ send Pm/ra1.26ge.)e0gbd«(pbaR wVle 06QtaOe no Yon me +NPN*n WgOCODBW?4; YIA Qeteae Dow Per Florida Department of Business A Professional Regulation Pep42613 Building Codes and Standards Irmmm Product Approval Appfleallon Odell Lmse $aortlarlmM GdutmmmtimMafa him" 91,111191ILaw OUIdMt Pare 2 I65 aN 52WT2 FNIFIMp Fame IGMG 3nple Nunn I O(OS M23 No y" No M0I-60 Florida Department of Business 6 Professional Regulation Pep2a12 Building Codes and Standards emrIm Product Approval Application Datall 221111 m0Ll = am Meta allabodoa Re mm Mb■m mmurmlm[ GWa9t IMMOa sUa M vddds[Lk YANd" YrdWM tAGARRMYA asamYW ■dla RWOM 2017 POT Indudries JMa Raved Miami -Dale D CO-CER MkrKDed. aCCO • VAL 020254020 01/2712020 O7/J4rY020 Apprwsd Cdspory: Vwdolvs (941) 46"100 (7M) 316-2590 Subcategory: FbrM iosowskilipowdudnN.c Cene4ma NM6d: CwNCWJW Mork or Udng am 9somLamlEmm aaasnlf-U, 6eranafar .Ym Imsut JMsalm Florida Department of Business 3 Professional Regulation P/9.I w2 Building Codes and Standards ewmb Product Approval Apo"lon DefaN Am&LANW= Ammyedhetrt amtandbLYm IMAM M■m Florida DWwbwd d &nhea A Probe" ReplstiML SLA&V Coda and Staldsids Product ApprWil Ao anion DabN Fanidi MimIs Mims bm MOWN imi■am M2arm AAMr 3ms■mi MOB/ fh&lm ambomm anowd tam. lbw" 3017 Jesse, moo et "PNeWa ft PYSMwg arts ROW 1. own Jam fatale P.E. oammrAl7 oav ml7 m 17 lanaa0,7 Approved 11 8 1 PdWVAb go impaw7 Pae4121 (m4 W4= eMod.gwri CAN pnoNaroAblOMaadar aswomm u m o& mok om ftwkwm a Is94xse Fbdde Rsehbred Ad.01d or Ldsbrd Flb1b Peeves, Engllrw DAUMmmAboOM mmmtAmmm Ammamfltma Aeem LI Lme bmd MINN Bag B06KER060MAKAENM biallsomon M000dsommaia aroma 91Ymlma norm am 2 NbaAP WmMs ew-m bpd" lniam Yee Ym NA m Florwa Opar07tent of Budhsas A P1ob@Norml Repletion Building Coda and Ste dada 1`P*d1U aAppovMApptieagmDOW Pus I of 1 Ismte Flodds DWwb On of &Ibises A P obalond Rapulatlo s &Adlnp Codas and Standards P7o&dApprovalApptiaatlonDown pus l ul l Wals eNftmAei mrlam M1a no Refthadas Oar Bltltl" gam macro no no g■Bmhm no belt moms ameY imd Ndiddal NMOM &NOW MGAsmar AEmm RAIN in mim a mumbiNK gum ANINKAlrsam MamlrlAn 1flmmnalm maflsmtm ORGA■mN Asemm Ana RwAim 3017 Tkom&-TemewpwAm Ric wigs NNU"AaeaeMbaa rive Albs, pip lt2aml7 0a2umly tapami APpwad MrMon =7 TkemlrTlu cwP, -, NOtVAWA NMwMIApidbfma "Amse.pa 1m30an7 Optical? 72clim? Appall Olaogu7l bdalor Doors N1a)2all-im n...a.4rd mosob pt7)7a74m6 1 8Mp lbeelortkuN NIP 2aa•1740 1p.4.g..ad rArlb (613)7W490 tw7l sMOdawadgbg MOwlerDeerAeAmeaM atlo6Ontm ml uw" Od OMgprs Away sdedI D-AMdIeW eabaAb, OOM Nwft Oes�IblM.alAalsw oreoorlen ppsk «UWp 0a111 cielPSlMer9abec«aeMmabk«Crap .b. mE! !nO■■asd■■ OaamaitLs■■air adds m ■1YrP1 fir■ Om dsoLsom e■s asmammmr■Olr lag= Boom ltiaal■ I a &*NtC MMp4Ma6At w &*WAssobwk by as w W(10"w e w obw R«aYM Door oft 12isio 21 me Yw N6 "a a a ipdt*r4G$ iYApdC w ipdCMndAMdc b7 M w eoopp w4 ob and R II D vAh 1203k= w Yes Nov WA Thw*WT 4*mt w.. SNamL IAsaas w catnip T6darTR44wt w wee" aM.Ya Mw tg w OIMMIp Fields Daparbrmrd of DAMON A PnobabrW Repletion Pon 1 of l Bulldog Codes end ftendarda MOM PrododAppi l APpflamonD" go SOLK an bat !brain iYe< imd irsmtAUe Amboda maim mnrdml f7MA®al AEmam mint Revision 21117 Closer DAM4Pwatl■OEMM Mok WAM AM MMMTe■Ia ealMOM 1Yl OeyPabMM 11am? oano=7 Is, wW117 Approved I I MeedwDoes (113)7r04oe bra 013)ream bebltdgt OSW" Wbr DO«AMmebs AesaaraaldOalepdy.IrA Oorfl o 0~ OwggoMm ask w Lbas ilmrtAmms AEmmrLYe Am®mrLNra !ma ides !■A t�Imilltlrla DmmmN2lmNmir WONB � nimw LNiirE a M VWI6PAN 9FlUft4kg6 M75.1=.18%4Rs7. obdpmnmMga)D/Mbcp(Frwlov 0&2ia a me YM No HOPwk4m 4RW. MET, aril, 46.42, E, 4M, 42s, aM, ODe4 eW M000MW?4; Vmawts DOW PW GDMr, Bros, a ARM, Aro6V, a=, 5r66V Florida OWWtrwd Of Bltlheae & PtobuWnd Regulation P.p.1 d l Bllldkg Codes and OWWNlds IMM S ProductAppowl Appissal DOW Mrs tarmac M1a ar< OmBEau M■ MOO 3hmas roamer■ gold lerismAJrior Immliali rimlorl msmlllai tlMAAEmI a®U fair FAW Nn a017 okmoul"plseWe ON owe, Mwb WbobrbN Mbd*Twang serslose NA over Paahbr limmi7 oammm7 1igm? Approved QAyerp: MdrI Doss 013) nosy n eta 0121 SI64eae weabgwwP: Go 6 wen madwtowA2nmMn nr arweANOd•P•y� cow lg Mdhiak CeraeadNn Mrk«crap 21mmLAd ANEMLUJYt ANDNNLU Y/ NOW; ire Ara easoLmloLmmmmLKJIIM ameNLRemlr Olmmmimlme■r Krona OmmaJ1lI0a BON N Eta M 06a 1Ie01 MM.7101511: 73, 70. eN M 42.40, 4M, 48& aMlM jda 26gy eMgbCw(pbe'0'Md„ Oa1gm! NA Yw Nov .36 MPH2 4Rer, OW a . OW ARM, ■ea VNMCDDEM174; Vm owsge Deer PM Fbdde Dpmt eve of Bwbma & Probedaw Reguation ftldrg Coda and Stardsida Product Approval AppNosllon DOWN Ppeleri II Lamle 6ttlt film mdm[m Om MNIt OiaErimYs 0■ in 3l■lm mm m■■c gosra m ooKi a HimrElmlL mtimml ads" f oum mr A■md ilm Rabin 2D17 PWMOJBMN Dam Rink 1abN41U 9=-(col kumdoaoo=.VAL 12*My 12M M17 lacmA0,7 Approved oAltearp Vndoie ps1)416e1oo pa61716A610 staawap Elgl.le•e wwkaoaaMrMwaow QeaNbriM 09" OslModbn seek ow uses ailabs as®laWe AMMMOK" lm d MINE mW ashan mWm fimdmEbmlmgi Jam )imrltlOma Bohm am 7 04wmM µboa lmbb"ease 14111&*a etas wmm 0YAW= Yee YM Yes IYA F1ollds Dowbn d d Buabm o S Pickoft Regulation PW I d l &Aft Coda and Blrldards Mims Product Appeared AppNatlon D3 oUN BLANIAU am mom RANDOM mm rimod& MEWNIm[ isfd ANNNL&lrmm 3rmriei M rat it �m f&A�W awl a" rAvrm 3017 PO7b*AMN DUWOwk r.Awar soo0-Cal Mkv000bo=-VAL INOLIM? IIMI=7 129Mm17 Approved c4bewP VlendOwa (641)41a01m (7e0131e4110 etd104bs,Ip MdoM &UwkoPOaadwmnmmn cwM.Mraeee cwalodlan win «Lbtlt mart omk*AENN E Mir KM ir11sm0a Ott t m e I kOA MbrMOw *dVW4M AMMeenMWbn awamm Yes YM Yon MR FWft Dgwbwr d Busin m A P1okodwW Rop9don pan I d l Bt"V Coda and Siadlyds Memo ProduatApprovY Applosbon DOW BAfm7mi go bon NN sort■■[ OWN iNoUNLAYs■1g >� WON !6l � has" mama RAvrm 3017 Abide MMTMoson - , F. ederddl P.R. !tallAras,P.r. IOMMM7 la a=? IOMIM17 lmam17 Approved Oi9swI PbalVMlb (30022SM P9134M 1813)7e7.4m6 erraragl ed ho nil Tomnesbm do Dodo lue mate seruaam Rpm Mena FWA@ PAOMW Addend we U . nd Paw b Pd9aAAAYnd rlIt mmmmmfkamra goNLAla■rE Ars■mLLNm AsomaLlrs red fhmle ire bl&NLNII&MMMkKMLNM eamoLoolmo nmmtmmmmlegm alma Oltmimma nimm tali■ i aepak2fegtNL Mon VwaraeMVMylaem 12sum Nov Yon No Nb1 Morlde Dap.rurwlt of &Nh»as A Probsft RaoWWon P.a l d I Building Coda and SEridaMs Pfeduct Approval Appfbatlai DetaN Ism* 8Ar1�t MOM Mimi■ iri■■t groan hobmL&MI 3rm1■Ai 3rft■l firm 9 Laond A..m rotas Rabbi am? ►ar MiWIW Damftwk Nwrd4mftww.curl mseIn , ae00-YOIIL iaaml7 lta&=7 12Aao17 APpwsad I me V, arive Dave. (141)40MOD t7aq 3,6a010 SdOMWwr• mldklg Eyl111w 0owA=nalm dNek IMYbamov Qesp§mo ftOo* CwWaOm alwk w Lbas goo LAmmsm ANO dAWJM 6emlft[JYO ■ id Amon Wm wim biboLoom ms OmmmfbaYiYmO■ Ism OrYiloOfi Dolan lam■ to Somers OJtlge laid O wo 1An)""Okmow O4m4mmi Yea Yes Yee MA Fbdds DapaNnard d Buwra A P7dAsdaml RaplaNaR pop l dl Butidhg Coda and Sbndards Product Approval APpNosson Data Mimla giro NEW ors ors Oraalamn M1a MOO MM" nombd ■[ Mrrr imNKAIMM 3mmlilei M OMM Audi+ aRGAemml Am■el midi RMNsn 2017 Maps'sledee Peredllsb 00 *war Mmk VVssbaaeN bbrlM TMas 29asN NA an pawhew 11gaa017 oWas017 12Mom17 Approved oergw-,Rdmwoeeb (S/3)T70e0a ion p1>)61MVIm 6reOMyee7n so~-" , DeoAeMaalYi MaeWraMdOtUM7.mm Cmnpl ulk*A*OwWAMIUkWk«Lift ammmmmzmom GoOLAeooei 60M ULWA l hOMMUL ME trod ills am EWm mmomm ame tomlmoaaer alma William nabrm flMmlM 1M 1E 1Ae.N PIW,3F10: 73, Te, a4A a4, 42. M 4m, 4M. mid Pm jMa 26sa) Deu6bCw ta'2' b IeT Ovium Ne Yee No N7 POP/Al ,Rani tar►, soon, MMs, ARM, aQM adds WNDOODBW?4; Via oe ses Dos PIP Florida Department of Business 6 Professional Regulation P." 1.42 Building Codes and Standards vJarim0 Product Approval Application Odell !Me Pretest Describe 20MXAUWAM 6as[mNll2[Jlaa AmrDmrWss Imed Mesita Inwafi rbANI'de ANEW hmMu Florida Dapeitmad ofBWknn A ProboMMW Raplatlm &Aft Coda and Stardads Product Approval Appmesdonr DOWN Papa I w I to is meV;m1 so bon MONO mwmbmot goal msmsmAMr mdom i *I 1 mom �i1 � MUMNl ANN RWANN m,7 JeMM HMN eltais IMetM% ale pkgdw%ad ft" L GPM Lin swmmM, PA! Omeaol7 oararnl7 0ema017 IeMaa017 Approved 1.1i•a, Pat Able 0"340troy P644121 M38Y4M swomism lWAPROM MWAO ENNeam ftPM k«ne � Fields IROMPed Adsllbd w ■ tAMIrM PWO PICbaNmr mots nor ami lin mmasom mlmmrAw AomiLis AMMUIMM om son Mi bibillkl&MkUWEKBM nkomu mldfmam G OWLIs rmgm alma aomltm BIN N f■mIIM I CWI"t Lap a" s-,MN wtpwft iaAlaMm Yee Yon w "A fMLeafrAAm bon MOWS auk*= Revrm 2Mi, AMM O41•s41F PEdVVsb a1oer8 1 toad cor#u s&am&eMkleewl tepetsoons FW& PAON=d AWlbd or Lbwaed Pbdde Wabsa- E.*%-- S&OR mta.mm Ise EMAMUUULMMMKMMM 2 aaal•ItAMM M74fiewt; bE RWWs Daprtawd d &mime A Picbmft N RepAdw Building Coda and Standards Pro" Approval AppNcamepL WON ps.Idl iaome AN" DOGELMOM am frmem mLLI Mon MmmlireSt NOWmr� A 9WLAIE l holom tarts eseyholpm LPnd.. F. SdeMSL PA Ism A lea, P.E. Ipl42D7 tikmuit lonVm17 12R212017 Approved o"sn-236e PEa31M (813)w4sm nYralpewdaoiwL n goo Lad esmalacma A®ErLMr bssat MINE esmiai NNE ONWAM diNNI a Mammz orremaa nimd er6rar VON «Ode VYsI ESE lasirlam No YM No NA +d i -0 j O U N 0- O O O 1 N t,_ � V C CD O O c O Q O W 3 O L L.Cu O .(n ♦� -O O O Q.co 0 1a. a a z z w J U) ■ C0 C: ■ U) 0 CIO 2 CU CL Cf) U 'O O 2 V� C0W VICU 00 w Q Z Z a J SHEET NO. PA 1.1 . I' 1. Jki 1M1 LL �Y It ��ii��lti _�i /L ~al it I� lerd: 1IL d1 _ � -�...L re tic._ 2" ma Yalta allsrMoc R-W. 2017 GAP Category: Roosn9 euIrCatepory: AWhsh dlklgles Compliance MMMd: L4atftadon Report scald ■ Farlda Registered Architect or a Licensed F7al0a Professional Engineer Pleased Model. Nunde, or Us- 00 Aspdd Rod 3hkgl" BAmt ON Mum mace ones= RNWm 2017 LV. Thwilsot, the res Thomas"Aldrbmael Me1W O1 0 1 CrAMM I Reagoc &A*Wmgwyt Mar Aaem■ oMat ashen kbpN Petersen I *,,am CealParea Isla* a.lknom Misestimate Rare MPbwd Atelraedere L mmW FWM /ldeaamm sly jlraar nommaLamm !aA amooLoomLimagAulm 3 TAMWMtrPPAdVO T Made Florida Department of Business A Professional Regulation BulkliV Codes and Standards Product Approval Application Detail anift or GaaaLt SOMIK IMM hadord $fish Robed Nlarninen (800) 791.3411 PIP 59189 m11ahad af.oan nbWOOes reM.rced 34eb, Wnmded. Stab and hipeldge "Pest shleglss Pape 3da trArJmd Florida Department of Business A Professional Regulation Building Codes and Standards Product Approval Application Detail P.0.1o/1 II V2w= a■ an paw PML M get D"Fmow am 11 aL Yal/am iaamleal L&Lh and AaaLtwd male Do WaatD rmlirlaL I:tadw Validated IN )ort/eW a0m16W rac Asseciew hunkAd ma Jahn W. Kn...rich, PE 12/11/2019 12R i2019 12/11102019 ding FSC Appr. R.virm 2017 TAMKO Su14t1g Products, Inc Kent Edon Zachary R. Priest Lock. Beedan P.E. 10/162017 10005M17 10rtprfi Ot7 12/1271017 Apprwsd (054) "24274 Category: ROallnp (417) 024-0044 PE•74021 (734) 300-180D 41nCeh.prMy: Undaraaymem. korn_adena.mko.aom Consilla"Ir Me h.* Eraballon Report tom a Road& Regildered Archloct a a Licensed Florida Adas.l"' Engineer rhathv Assuratm AmeroredforUse Amnewd IN Use WNW Demon ,-. smut aadorUm net. to m6i 0.1had. llblE it tNtot Ewuu ion! Pros d roar. N mbm m Na m Ito ri d asaabmn gIYYhLAaeaDw 6m—ad for Use AgamldIN Use longed Ywm Gl1�eminllmaY4 IalAlli l l Plasmas, 12/192022 No Yes N/A WA 15 UL idt K d doronrc lint 2 es es NIA WA Florida DMpMr- 'Of &AhM A PMbNWDM PAWdMon &ddrlp Cows and OWWods Product Approval Application D" so" gwd ■WLMl1tw I"Clallwrat zed" itI " (ata)as"M M74M �.eoe assoLootonle 2aaLebbmw, adorver'' o 'bola rapid+ 11 laaoss Ytle Yes RML&Wm Yes YMmreat YrYld aarlNA alaammm ANON" low LOeaa memo IOMWM7 IGMG=7 IWIT M7 ltfftrMM? '010 d (»A) Too-iloa 900LAarmn Aaa■sta JO Almomimmm saw Yea go omLoo isELt alWtmm airiest Eersa aoaaoaa Yon Ym WA NA Fonda Dgpaarwrlt of Buohm A PrdaabrW Rapubtlon Bull" Codas and Mw dams Product App'ovd Application DoW peptan tamie B� ma mina ms mmom good ■ moLhuros mail" Ylrerat aaarre mai mat Amami mom RWAWM 21117 LV. WA"mm rA as 7tt01taeea AreNwa.d I"cbkemn 7edlarystie" Lela areal" lame=? lcno=7 101,1701111171 lmawl Appall MebYConaaer(rAsa)0) (M024a4M 1,67da21 paq""No sawn apeao wro@om+at+t •a+fp ' 1 aabllalsgwp McRIgAOoaeerW Mat em as seals M dish tiwara gyd•+n oomamm Wlaa aeMem Mod pan a pbtlte Rockwell AraW1W or a tJomeW PWW PRIamMpW 1tg11ea agoLa� AamsOitllr Ace mouffA s I■w tiaras ale! EaanYlaien lee■ tam ommam km adllalmm aw m EOrall■ 4 TAMCO Mad Tip 019Rbpa Vade4M ralb 110,711a 28 eL rift radetMdorlNt bulb /9Mg1m2a Yin Yon rfen "a Florida Depedrrnerlt of Business A Professional Regulation Pass 1 002 Florida Department of Business A Professional Regulation Pair+ all Building Cocas and Standards iae31211) Building Codas and Standards +rJmmo Product Approval Application Detail Product Approval Application Detail 2m OMW Or sat Imo DdLEMAM get Saft imlhLg 2112 gets ode PmaM ale MEN know onwhom Go= Mainframe, ALlcwm Yee t budgie SUbn tad VaGdmmwl AgnmYal mlPJa Mfg Warman ifteLa iou Gana YJMWd ar ymmm AdaftA ligARKMA A0n1ed else RVVWW 2017 awes Rolando Mom— Roanrm I~ Unhoev"Non GaryW. WaaAr 10rld2017 1oe92017 1021=17 APVcned Raves. M17 WOW Plw Prixims, LLC. Naeot TMbe Roson Water A. THIN M Jr., P.E. John W. Knuch, PE 011100=1I 09rd12017 00/112017 177122M7 AWmd category: Roofing (801) 300.OM1 aemem LLC. (205) B540160 Category: 8humr! (95a) B PE-141 SubCdepay: ROOMO Tms RabrAndersordamra.w : atom I>"rs tin.rdetson@ppprd.cem bone Consillunm MdhoG E.matlon Report Porn s m compliance Rs keducl BAl"llon EnYy FFloorntlals �anRdhaered MtrshEWo" Lport icensed �nda L{imLYatk , NobaWmr Engineer 2MWlYrsvSUM Aootalydlr.Yn Anororad for Use lash angg 1111119 Prodixt illeelimiliffaLlecis $g0a.onalmon ralatual kolrallan Day In 1!"SM IiMYCl ion! BwWxAmulm Amrowdtmuu Aoorarad fa Um h cmarad E oingl" dare lam" 9MUYel n Tat 21" +seas! haaan y s• 17 eea,y 900 - Caurxry &era, Hsrlfero Bate. 8nab. 6MIe, der Nome - aoaton, CA 12/312020 No Ves N/A WA 1 20 Gape Gebenked Meet St" PMOMMVHZ trampled Gehranlzeo a" atom Panel$ Maimed l2/312020 Ye. Yes Yes WA Rig Old English ThdM or not by +Rios, to provide humoane protection. is aseonylow • Coutay Slate, Spoke Aamp; elate Flat Nome- Henderson, wv 12/3MAZO NO Yes NM WA 1s Swony900- Car11ry elm, shoe, pica Aeno: Split FIN PrOdio - Late Wales, FL lmirn2o No Yea NM WA Smile 20 am0n 900 • ahek. Amp; slate Flst PrO01e •Lathrop, CA i2/)12020 No Yes N/A WA a m flues es 78 'All 900 Medium Prose - Lab Wales. FL 1wlr1 20 No Yes NM WA Fulda Depwb w it of Bwktw a Praboft R"Wadon Bul v cod" and ttandads PI Ap rosal Application Detain replei Imam BAdaWi am a11YLat aft Ni WILEIara YIN Mum mr ■■rs asrw amaaaiiiss Ndimim Ymrle alaamd ll LAl Aamwe Alm aeYlar 11017 LY. TNYo=% Yon do Tllmlp.on N&Abdwd Toy CN%WM Zachary R I" LA9Y.INAVO WSW? 101187017 1WI7=7 12ma=7 popreeW Ma*owrpYty(TAMOM 018)30441a P&74W (w)XII-lam QMaaleI A, - IOIIyo.00ad.ecl9 OmbOargay: Malts Ammooft Ind em On koPd MdMe Maap ayrwm Oa+araa+tmwas" Moat m Raw own a Prf1Y RegwWw Aldtbd ae LJ1aaN Pkrli IrokmMtd tbtssra arrLas Ameam kgm ANNEILW M row Yell■ Yea! InONL� ammm bmkda a slims W W = Barre Edam 1 TAMWFMT•POlMWp V&al Ma Bloke Tap 20 ga. awb aldvaraYalM bda Oa1o07J00a Yes Ym WA NIA -- Florida DWW"wk of Blakma A ProbaabW Ragadatbn Pap i d l oww tg Codas MTd faMldMr - IN" PradatApprovel APOOMtion DOW nAL=h l Yob r(a so OWN ONL n art ma maw lumina[ Yeses CoduKAJi M YealrsLat ltlLlrm AtOaalle ErLh llwr hmmo ■pia RemwkR 2M7 pill"I%W PN*Ao In clerk Jar■ Jm mL &MW. P.e, wataw Jbr ME 0 1, -a., 1 1aISISDI1 IWV M7 UZI122017 Ago I•waptP A, -0 RON 78"M cmm li0r•ab+g P.E. gobOprprrr. 111, 1aAoumdo Mat■m drbOarnao.Aan P641262 (s1)414-?NT I1+tsPd M dies Rmag sy.Iarn LYeSieaarsaseaa fleYatbn RaOertMetr e PAft P,"MPWAmhboore", Frrlal Pass ..beat lllr0, gooLt mt &MMM&ft tt AMMAdA Lmo am Yes■ aaA alliamNimikilIKALMM ZMMEUn ddo msnl oomo■m NtIAQQ adiuL m amaad EWan 3 3. FLAM100&WA%Pty 10V40P V0040t Meswas fakP Was fa pedal flab Mfksbt lamir OM we Yon M IA wee C" Akrttabm Florida Depertmgnt of Business a Professional Repletion Pass 1 all Building Codes and Standards +alrJmo Product Approval Application Detail AW1111 1. gee see Rw bwm are BM Version Ymtrast fat Gmtem oncirmar AL9a" YlmlltaE. Validated aOIMSQ PLC AoonnW AMID d a" Revmon 2017 AN Medic" Sh.2m and Class Was 8elblen Fmk L. 9eanardo, PA Troy BW*P, P.E 10nemilf lema201s lorna01e 12n t201s APVo.+d Catagary: ft ar. (WI) 712-M2 PE-MM149 (904) 047-MO aLibcdm.r. gam P"rs mN.6@danoricanrWl. CDIWIIense Yatho: EwtraUM R.Po Ran. rs.can Flond. Rppsterad Ardl9ecl .. Licensed Flab Professional Englnem gyppg(-"ay(= fieutudgyap AaarnreeMUM lmW gem 4m Y Bnduet Gn9ddkD Glfmtmrmlm Gee 1nit" 4Lealdel= IResistant ft"U n 1 24p1 OalvmkW SMI Storm PwW* 249. Gdwnlxod Strel Slam Panels IV31r-Im Yes Yee Yes WA RNWO DapaNnaR of Snakwa a P *he" Regdoom f1p / d t Flortdr DepwbW d Buakww i P draft at Regulation p.p / d f Floi DWwb.w d Baanw i P obodm Regulation feel all Blrrdkq Coda and Standards ,sill,. Bulldiflg Coda and 8wridards laws Burding coda ad standards Imam Product Approval Amloatlon DdoN Product Approval AmMcW n D" Product Approval Application D@W estOLaL reel now OWN art gete■atie g■ BUM& are ltalti lire get Yrelser■ lira BAUMM are Bars no art arL&A. atr mt ml■ Nowm ell mow OnUMLLUM Ylatrdat lmllld boo" )ELrerl nasrae Altar mt mta Modmk= go" asraaetAMl laat■eat NdMft boom MRAMM al An w was ma )lore Bolin= ass ■ NowAIM ■s Mmid ere tilasrte hills" mrawm er ammm Asir. ft " 2117 rrw- - - oKq mda ONO rL 47wgryt ebudud eeRaaaeras asMOsYgmy: MM TmnP $W Leta* IDC EN*ANM SWAM LLc veara M Ru 4 am OBMMm17 06177m17 Ne71 Maap3 H07)W4917 alewwOepYtesr.eom OM=i7 Appreaa0 Rrarlrat 11017 ffWWAM% alrtpon-A f1aar0lm CaupW. abcaad ta1tp0-M aaeCSYgwI Th=Pkwa gbwt Lma Ioc emblem 0 - LLO IMMa Y. Retell, PE OBMWA17 awim7 WSteg47a "Mal-1917 slnikia4Y+•M.-sae OOMM7 Approved ft kw 2017 rrw edlig cw*omab a" rL adI bus 1m ! Trim Pltwa sere Left Commissions -..LLC vmwea M. RWAK PL OIM WM7 *Beim? 911111.041,111 turnturn(4g'7)gM-1M7 ewakOeYbaM.dan opmm? Appral0 COMPsaram MIMR*Akl Me PAW aka$ GeatSeaammaeat Me wetl" Ilow*wno Compesem Msmma Mmbaem ReOoriSems Petrel shows" ally P"w amb all Meg famse w embalm lay SAMNALEmba YIrllL&� ammoods an enn imLJw a" now agoam2 om gmalLhW ANN"M r gn Aem 1wim anw airs nalvAm lom gmdkA mn A MMMULg Low armseitas ■" awn Wf buk&ulgkvmlkKKMM aNOWANOMM mnaosidmo Loo KM atrtntaam Blair lmad L■AbbblONMJkMMKWAM bONSDAMOMM WelariESMIN N ILM 20MMLM Amb= sawn one bm6wjbdfijkmkKALNM am ermrrla m Welrralrtitinm KM aiWtmQ aim" Emma 2 mrsc(YRpmwpprr tumc rmadw Pkb Imam Ym Yon im NA s mrsocabliweTwart Maw fevered, P4ew IYS1f= Yon Yr MR NYL 4 rTw a00pkYta vase Mtaw Oemador Pew Imam Yea Yea MR NA Astraaaltla Florida Dopatri ent of Bwknw A Plchalets ROWA OM f "f all Buedlrp coda MTd stafdafda Imam Product Approval Application DSW namm suit YLM ties Wit Yrtbertt Yrt bu mils Wlinne g■ ■■Mtama memoat Yrene AnaWe BIGA■■a1 AUMMM mitt RarMbR 2017 parts btabbUse, DW~ IOC rmsrea naora', LLC 100 a.ebsalsn sofltm, iaM6*M7 IOMMI7 1O09AD17 0', e ryiTmmPhOoOaaas p/4) — om)n$4m0 ceear.m asset emalm New Sam Or Ill embsba M* BiUKdlLaial gmd kenr■a■ Anrsia m a■mea ma aa" Wray &a bdoLowmiNokwiEsm fmooLo mbom m owLembsELRO hum aellalAam Roma Eros 2 ells legis oma x e.. pal mm m23 Ym Ym WA NIA IEMLQIla Florida Departnnerlt of Business A Professional Regulation Building Codes and Standards Product Approval Application Detail Pap 2d2 War= ' role aWILs[ ores am BALbudm ad& mm Verdes m2nLamm COOKI shAin"r A Ueanse ,)(ate ri didtd ham= FECAomd AOWQV1d m� Editorial 2017 Weldwheanor Rob Baldwin ICC EvaluationSer doe. LLC Ion Lohm. P.E. 0e012019 0322IM19 04MM19 AP"Ad Change category: Structural CORlponards (253) 924.8478 (AN) MA4288 SubCdegarY: Enomeae Lumber Robed.BaIMM®weyaha Da114 pat tom. emote Evaluation . ealm.asn ill Product EAkMrn Entity Amrewdfor Use Amxw.d IN Use Loud Assam gall Pratat YedY. Musser or Mew $din G2Dcr,azwrmlw-Rae I(ttti2li Ck"clafllOta Reg lea PJaatlsa 1 Moroparn LVL Lemkstod Vedw WmMr 03/312021 No Yes NM WA 2 Pwailam PSL Pwdd wand lumber DAM12021 No Yes NIA WA 3 71mberSland LSL Laminated Sand Lumbar 03212021 NO Yes NA WA 4 TJ Rim Board aWtiurw Cornposm Lumbar a CA"lad Strand 03012021 No Yes N/A WA board Ism Bard 5 W.ysrlwwwrr Rlm BIN Oriented $trend Beni Rim Roared 031312071 No Yes N/A WA Fields Depaallal d Btwklaaa i Prababnit RMpuhtlon pap t al l Building Codes end 8fadads taaole Pro" Approval AppNation 0" B116� a & AsrsLt[ gale ale Y!E■Wa m Do mine marine[ meat amamKk&tms shill m lmllle salve Blimmow Aa =" mats Rsewkn 2M7 Tares barebws, rL 0er ~ 1CCa.tNmnsatm- LLO 1Cc [*M"lamb•, iomeni? IoNM2O17 loam? APpoaad I - I U"w Oaaametm Pi4)081.740 UJc. boom q. Tit■ Pews *-off — CM sOaaMo coaowm Wlat Embalm am" lam a pafdttl *eebasm Oft B aaiLAll®ta AaMaaearJtt AMa■aeaLlY 1■w glen anA EaalrOrtWle YW ft A a■ eim novae ft ■ a M"" /lsawPsbaa irmstmmomrPro ow ran Yon Yw Iw NA alsrsralatda � PraArct Your. NraMr or Norm t Won 81ren9dt C"orate Lairs Florida Department of Business A Profoniorel Regulation PW 1 d2 Building Codes and Standards tmxx•m Pro duct Approval Application Detail gdgy,Asearom Ammvadfer Use ADWAVad for U" hair DOW Jirsduct laudation we In HVHZ Wallis IflQli notems ram- 4. 0, 0. and 12 inch wide lintels M12022 Yes Yes NIA WA FkNIdM DepMrirtwrlt d BuMkwa i P1ab■lorrl Rapuldbn P.p l all Building Coda and 81scdards fill" Product Approval Aafta on DoW B� rod mokm aril not all bAft so ma INOW mloki marr subuLil■es Yemawat Imlow Arnow EWLAsIw asses awe rtakkn 2M7 wren MASVA I= owmvm fOOesealtla0nammkL LLC locambassall tea. 1041110017 tamb2m7 loom? APpssed QsaagwP: ekrteaed OMWB won (314)sM-7410 Luc. owombgwy: Tem pwn . .0lr/." pop see-M Cmrpbamms*A* *Akio" Newsom a paadmit *gable" lay B■EZALbohm QNM LAMrmlt AnnoluKmm AnladaLlYt lent &mile a" Alt Emma lmis YLSIIIWmLm ati>da aMWJmm memo Erna■ 4 UT20 sop-akatseetaAa Pwb OWN= Yon Yes WA N lk INELaalet Plus DeperaTwrd of Bwlnnea i Probgataw Regulation Pap / d1 OWWV Codw and BtMrld- Imam Product Approval Appl-d- Mod MUM mt maw msaaarrnL gtt■It O boKAIMM mimiodk vim" aLarrrr BIGAm■d Anead aft MsYbn 2M7 CmwaoM Conams PlodtrlkstA Rebel aloe TIaIYM.M)ywl Jose" iOM4=7 1aMSFpl7 10IJM=7 72R277M7 APPrered Goemp. IVPW" cw+00.aas p/0aemm P640122 pamse -wi geoareefltt Prodmbrasdmm amllmod pamsis aydrsmm Now Todwaser Omwoosem arm* Embeeoa ROW Sam a PIct10a RagMLvd ARNM ore LbMee flwra PreraelRld rraPrlaer aaY1ks An■wama as=mdwmt mid awn LgOA ZMNMLRnnWe gldr.WrrL■WI aMtied gommu Lm OaNtr 2 1 owls Pnom at Oomm" al cwww Pra&AW Meal NOW Preebo"W C*Wsb Un" Os1NR024 M Ym w WA B� am ms mar mousiest All10 2017 LV.TMWWkL 02TMN mn AmhboaNM Melds caocary (rAmom fAlYgwy: R. I l aebcalimt rAd" Aeeamema to me m Moc dPol offs Mlle $PMM oupplameaaeea EveI - Newsome PwM.Ift~ Arlebd or a UnaM Parrs PeweMatd tsllMlsr BAlrwaiEaom "A commubiLmmoKKMIM 2 Taboo Go■ono* Vent Florida DGPWV add &nkwas a Pldmwdmlal RerAvilon BuIWNp Coda and Standards PM*M Approval AppNcdlal DdeN pop oft 1ardle mmkz sat am era goes mnhoKAMl lrasllat lNmtl senor arLAWN s amno see Toeycmkkw Moo"R failed Leah$sedan IONO 01T I0MOM7 IOM74a1T 1211219C17 All, Pi3)210.44M P474om p2Q sco-laso le fee, , — amid, arsLmn amoolma m ammoloAm a" awn dWNRENN■ ameRsomilloLm alb 2mmk mm milk" Bassin 21 tie oaowma M Ym MR .a/-le.s hlcn/M Uglwranam W MUMS & I-rDr"Sioral KOWLis on P.b.1 eft Building Codes and Standards 117016 Product Approval Application Detail Gma 1m1Lor rota go 09,Botllm gin 1as Yenta Tandem fat" BM92KA JMU Xdgd a,aL YalOYm SOm11W 119AgIMM Aaamno a" R.Neian 2017 Lomenco, Inc Mdraw Carter James L Suwilsr, P.E. Stawn M. Urkh. PE 04MWX18 12M 2017 04/15201s Oa12MIS App—ol Celepay: Rodin (501) 9S24511 PE-M242 (717) 317 $454 SUDCYa9ay: Rdolin9Aoceswns that are m aceMr@lomencocom Int*Wol Pere dine adds System consillenae 11014111od: lyefualm R"w good e Floras RepNlsrad Afoheed Or a Licensed Flonde Professional Enynear !Ice! asoaLmooLimmwLaLsm E7* gdittArsrmra Catltct Balsa go AmrmwdfmUse AtmoradferUm Iaew gees Iailm 20A* mi Auld& Il alY(a 1 Deca-At'r DA-4 Low Prdae, Pd*mpyane PlttBo, RocrVwd 07/10=1 No Yes No t97,1L97.5 Florida Dowb writ of Mainem A Rube mW RaguW m pap l d l Buedkfg Cade and Stafndalda halls Product Approval AppgcWm D" BAaaaat aid bi to tiro art ReLana■ Asa m anlriiom alrw aniapK&Lw g NAME at BIYA®Lar Aare ANar Pleads =7 NWeaftcwreareb0ta;kA Sboo Leone roc tmebtsept am., LLO VANM M. Revolve Pe WOW? nwrm7 galav=7 APpsaed Odsgry: a1tt+•btat Osaa••e+lw wit 01"M (4M W-1017 staab4 1 Theppmn dwYOarYlebr-ma Qea�aame0~ emblem Passed borna ple" CYaarsaoa Gray BdmaaLBeial aaatdnlrint amomaKm laealeaLm tale blunt ftf EIaIIWstltas asnlLsdWaml Roma IaalletlM Bol" Ea■■ 1 "W gDOApM HOW a" 4--4"&am8) lomcsnnkwpwb 12617J022 Yon Yee WA NA Forma. Dapatrrwd d BLwklMgg a RlolwgbrW Reguatlon IIt1Ldk+g Codas and Standards ProductApproval ApP&MM Dag pop/oft leash aAUES mt Ids pa gMdW s[ avw AN&MLAUa good" )N the saAlow ute auLSaba"■no aMamo Was Nwwm =17 MRok M*NVMIN bw owm MAd IOC Embalmgamlea. LLC 1C0 embalm Monies, IQAWJM7 toR9m? 1Q&WoI7 Appeaad CONPW. or-h dOaracaasaa (314)461-7400 U.C. aY000mp Thw P law dtlett@Ila.mm ww w"wo Ien+lasltm asset ermsd•n Mood wan a Pete M. NdNa* BAUKALERON SNOLetre.n Aml*maLmt A■ gmabLw t Amer arm Afa!bligubddihokKNjkm ZMrwml� m■rlmrkdsga rltmP. awilma ■Muir Bmr■ 1 Mt8" lseLpiwwntebattokm etttaalbr Plata awiam Yes Yon MR NA WtadYWtll FofidO DepaaTlak d Suraw a Prof= la Regulation nrpe / d 1 allldklg coda and slridadg kaoMe ProductAWWM ApplaWM DGM ONAKm get AlnLra go art RdLbom go mt Yalta soma ell gotta ANINKAIMM loloso at min afM■le BrmMmrl AMMMA A era IWw m 2M7 seven ka%ebl^ bL Dow~ ~ TOO t.aYleeorl BenrL LLC ICC; etrskleam aotvkL 101,11111311117 IOM#MT lords 17 Appose COOPW- ShWAed O&WO-ft 0"061.74m LLC. MaCdswyr. Teas Pbb *- OaLmm 04 30 4M oowf* a0w1btgmeI ". Modbans Pssdttd *"Mir MW BAtlmINIMOrl DOMLdm� aMmdlaaat AaMssLatlte teal Yrar WeA EIillould a malAramkomm l shone YliWlmm almr Etws a Irl2ld 20gal WAO •- fa btk•4earaadw Pate OIAK M Yon Ym "a MA Florida Department of Business A Profeeeanal Regulation Pea.1 d 1 Building Codes and Standards nermlo Product Approval Application Detail Gent belity a gala Wit Dee. Prelim gat Ixu Version Y—Rica— Ggs(ct "Ins. A Liana Validated err V IhMt d ndmet/ Fae Amm al AmnYae ll0ila Rwhrion 2017 Carpenter Cc Tracy Len. MIemFDadt BCCO-CER MamFL)ade 8CC0-VAL 10I31U20Is IOM2017 11/012018 Approved Gteea9ooryry: Slnrmrnl OttbCategory: Itsa4atian am by... (B93) 9874494 (7m) 315.25N nq lelseempader can C—IWI.ma Method: Caarlrailm Mark or Lading Q-11hr Aeearame Apprarad for Use Aporowd la U- kagol a".. Ago Pradud YpdeL N—b*,-ame Product 0-1,11ion Contract Expiration Date i� dialde HVNZ Readmitted Prime— 1 P3lnmletlon r Ezpandd Poly"an Blade Type 04/1 V2022 Yes Yes WA WA search Crhark Cod. V.r.iom 2017 FL N: 14281 Applicatlpn Type: ALL Product Ill deoturer- ALL Cbgary: ALL SubwAspory: ALL Application MMus: ALL Oemplkm*Mothod: ALL quality, Aeaunimo $why Codract Expand: ALL Product Model Rw bar a Noms: ALL Product 0 ..dptiOn: ALL Approwd for we In HVHZ: ALL Approved/or use odelde NVILZ: ALL Impect Reel.hct: ALL. Design Prassm: ALL Date From: ALL M% To: ALL N CU C �--p U N O Q LL .� V N .�� O CU (/i C)O a0U- O 4L 3 C O An W -p W p L— CL M .a V) Q Cn ■ � CU C) 0 ■ �m CU Cn 7t= CU O L— Case C U 70 O L_ CU V, V W Q Z Z Q J a SHEET NO. PA 1,2