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HomeMy WebLinkAbout39970 Harmon Grove CtI 1 11111111 ALL WORK SHALL COMPLY 011 T H. PsaEV,ait,li� CODES r l 0R!0A B;_h rq(, - NATICNAI., ... AND TH 0R4!C! N L15 REVIEW DATE 2O21 CITY OF PLAN EXAMINER ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Rad. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FR DR French Door RECEPT Receptacle ALT or ALT. Altemate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BILK. Block GALV or Galy. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, RISH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SO. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community K/WALL or K/Wall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DIED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WOW or Trans. Transom Window DIA or Dial. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam UNO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pk. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height VVM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Fir, Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-8-15 2.0 FRAME -WALK REVISIONS 12-28-17 3.0 2017 FBC UPDATES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. 08-27-19 4.1 ENG. REVIEW FOR 1504.3"MPH 09-20-19 4.2 ADD 8'-8" ELEV. FOR TREVESTA 12-15-20 4.3 OVERHANG OVER SGD REV. TO 3' PER C.M. 12-19-20 5.0 FBC 2020 CODE UPDATE 1791 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 ROOF FRAMING PLAN 8 LINTEL DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3M MONO DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. 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. 0 N N fV C"> �P++LE1,1V i C'� No PE78750 �c _Z 0�,. S AT �F � •"�: % To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. C3 n W E r- a o �8 NFL V y 6FyS Q t71 # LL W j�OD vuia Q aLLLL a W �c Z z`Cc T o°W 103 O i 7 •�O N (O m � J a W 'n - ci a a ?' N coZ wrnO L L doU�vvi Z DDD W C9 "' M z N M z � � z o v J iV M Q) N z O ro 4-+ N p TC+ U O V) c a � r— CD U Gi W m t z� Y N � O w Cl)is Z LL 0 oo aR Q O N V a; go oa _ O VO ao ()0 �g t2 Z N M L az .0 QO ww � J N c m� o gz Z (3)Im '<w az W � =� k NJ O s� o� � L J C m m c� > v N 01—IN � � Y O tC) V/ C m o ..� E = CN T'— Ln _ DO r, N r E CV)N Z z EN N Q `m a. o co ¢ o 1 3 JOB NO: 21-4272 SCALE : AS NOTED SHEET NO. C S 0 0 v H.B. •� M I� = CARPET 1"I A S3 TYP @ 1 STORY I , O o PATIO L0 L 4'-0" Ct OWNER'S SUITE 8'-0" FLAT CLG. CARPET I (4) 2x4 #2 SYP ~ G STUDS W/ USP HTT4@ BASE S3 S3 O (D 25-SH 25-SH -T- EGRESS I EGRESS -I BEDROOM 2 BEDROOM _- 8'-0" FLAT CLG. j 8'-0" FLAT CLG. CARPET U)I m I CARPET T le )0I 00 co - - - 00 !- - - TILE.... � I ---�-.--+--1- -rt -1 11,4„ L2,-4„ R �C•I" 0 4-SH �_--i-- (V N FC4068 B.F.r FIBERGLASS 8'-34" 3'-84" ��� 0'-4" 4'-1" SUR%OUND N HALL 8` 60" X 36"--------------- M SHOWER R&S 9'-4" FLAT CLG. �68 CARPE 16" DEEP PANTRY --- ------ -- - ' i I w 8-4cc s N w w scc � CON p LAT LG.,RANGE � I N --i- - - - - - iV I I -� 19'-4' F T LG.! 8 0" FLATCL . - -- - - - - LE 51 2'�" „ K S3 BEDROOM 4 I M O 8'-0" FLAT CLG. w CARPET 9 8a" -- K 2-CAR GAR GE I I Ia w -- O� r-----_-- 8'-0" FLAT CLG. I� I D.W. I i coo L_--J ---- FIBERGLASS I N I O +� �� - - - - - - -�'1 ,t a i - � �■ SURROUND EDGE OF SLAB 2" Cnico BEYOND WALL T H1 7N DRYER VENT HANS THRU ROOF5' 0" R&S IBOX @ 36" G24'-3" 6-10" A.F.F. PT. W OPT. D 20'-9' 9T-8 0 1Rul -- I `b�O TIL a! 1 1 I CEILING )' I I �2861� I ` �- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---- W.H. --� d , t Q T Cn FAMILY ROOM VAULT. CLG. CAFE �i CARPET VAULT. CLG. I 30'-0" CARPET 4-12" 068 w -61 w ENTRY I Oz ! 00 I 8'-0" FLAT CLG. I70I -- 35-SH S3 21'-5" 16-3" 5'-0" '-0" 37'-8" 6-0" 59'-4" AM 4068 B.F.L C L--------- 5-0" I© HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 91/4" LVL 2.0E Fb=2950 H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) -1 3/4" X 71/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG 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 20 X 26 18 } X 25 1 S.H. 13 20X38J 18JX371 S.H. 14 20 X 50 J 18 J X 50 S.H. 15 20 X 63 18 } X 62 4 S.H. 16 20 X 72 18 J X 714 S.H. 11-12 27 1/4 X 26 26 X 254 S.H. 1 H3 27 1/4 X 38 J 26 x 37 1 S.H. 1 H4 27 J X 50 J 26 x 50 S.H. 11-15 27JX63 26X621/2 S.H. 11-16 27JX72 26X711/2 S.H. 22 37JX26 36JX251/2 S.H. 23 37 J X 38 J 36 J X 37 3/4 S.H. 24 37 J X 501 36 } X 50 S.H. 25 37 J X 63 36 J X 62 1/2 S.H. 26 37 J X 72 36 J X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 4 X 25 } S.H. 33 54 X 38 J 524 X 37 J S.H. 34 54 X 50 J 52 } X 50 S.H. 35 54 X 63 52 } X 62 } S.H. 36 54 X 72 52 J X 71 J S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have 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 as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Table R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall. 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 Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min, of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" OA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 OE +26.6 / -29.1 OF +26.6 / -33.5 OG SEE SIN SHEET u 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 +29.7 / -39.7 WALL LEGEND MASONRY HGT. @ 8'-0" A.F.F. TYP. 2x FRAME WALL INTERIOR BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR LIVING AREA 1817 LIVING TOTAL 1817 GARAGE 427 FRONT ENTRY 32 TOTAL AREA 2276 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED FLOOR PLAN - ELEV- B 1 EXT FRAME 2 x R-1KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) SCALE: %q "=V-011 GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) N 0 N N N 0 4gLF= 11V,r`0/ �l"i �'•No PE 750 e s� STATE -C OF "'mill tr►�e To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer s signatureand seal. ■ a U) 00 o 8 AW G 04 0 � # LL 20 °v,' at " ■ r- J a �rC,iv a YXn u V' a 5 Z �0�cc .c ccecv�f? 0 5 W _ 05 Q mQ 6 Z co a N Cl) Z d. !n O ODU�W = W DOD W n z N � z z J E3 Z M C1 N �c 0_ � (c N w Q A N V O W s w W ~- E t 8 C)8 a M • C-4 o chi w z M z O J L.L ti � wo fz >- ar ?o O E � wLL tc . . 70 O ZT,O _ O N to a� o ao o� -Z ¢. N C - a �� m0 Zz z Cn J <m <W �Z Z go W o� az ww W J o w� 1 >° a. 1. °za °3 0 In > Ln J 0 L 'C > v N i2 > 0 Q L.L 2 (.0 101- C m E r �_ co = N T- Lo = 00 rn N r O � M N Z z z E E O 2 � a v _J ¢ o JOB NO: 21-4272 SCALE : AS NOTED SHEET NO. DW 1k KITCHEN ISLAND VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES / W Q MEDICINE CABINET 00 U- O Q O > N > M M co M 9HOOD RANGE LLIElij-1-ii'll, im KITCHEN 24" TOWEL BAR ON WALL ABOVE TOILET I TOILET PAPER HOLDER O CV FIN. FLR. 0 M r N %1.. rn LUU1 0 r CV OPT.CV REF. KITCHEN MIRROR O r n 4 00 0 M NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS OWNER'S BATH SHWR. SHWR. DOUBLE CURTAIN HEAD RODS ROD Z SINGLE TOWEL BAR IN a ROD TUB OR SHWR. TOWEL BAR n aW. ON BATHROOM WALL SHWR. o 0 VALVES TW o 00 = 1 CO SOAP Zo C7 00 o DISH U ' 1 LO CO 0 0 _ o co let -1 1 co CM Q TUB BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY INTERIOR ELEVATIONS 42" H UPPER CABINETS 36" H UPPER CABINETS — 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT O BRACKET 36" H BASE FINISHED - COUNTER TOP CABINETS 30 H BASE O 00 H U- r- -1 O a C° 0 2x r (L U? 00 FRAMING 1 1 T =::j 1 /2" GYP "? BOARD — FIN. FLR. 2x P.T. SHELVING - CABINETS - ILE PLATE-' ISLAND COUNTER SCALE: 1 /2"=1'-0" Aq 101 � C7 CN N FIN. FLR. . ILJ1 CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1/2"=1'-0" 1 N O N N N cM • To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LO Q O N J 0 LL OD N it iii O_ MTV LL0 Q J LL LL � a LL' S 0 Z L$ 0g '� N t0 m OJ J to IL W ��rnrn ¢ � ZN ;z irho O U 5 3' (0/5 W 00❑ z N � z Z n J - N cc niJW, V(n LL W C� .0 a O W 8 N C y R3 ~ U F- N = L O c14 0 o M z w zM J Lj- 0 o g� o o z® F Uo i oa SO Q z No = �wp�w M C/) O 21 Z mOam+ az .o z awbzoZ °aN o W 5 3 w <a nw m H o W w� U' ; ao � ila o 3 �O � > Lo (D00 L > U N �-. > O Q O CL C m C H E V/ N T LO 00 CD � N T- T CD � N M N z W Z E O 0 N l0 10 a o ci v m a o m -i JOB NO: 21-4272 SCALE : AS NOTED SHEET NO. 2 M rn� 5 ��_ • �� �-tom lil 1►� ' -------------------- MINION 12 �5 (+1") 6" SMOOTH I I TEXTURED BAND l T.O.M. - - - HDR HGT. -IMF] 1�0�016) FWA MIN11"M EN 110 NININININININ� 12 5L,,-' -- — 41-0"--------------------------------------- 3'-O" TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) 11 FRONT ELEVATION — B1 28'-0" RIDGE VENT SCALE: 1/4"=V-0" - - T.O.M. _ - HDR HGT. 2'-6" 0. 0 1'-0" TEXTURED bo CEMENTICIOUS O _ r FINISH ON C.M.U. oo (TYP.) ( LEFT ELEVATION — B1 SCALE: 1/4"=1' General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION .G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant, Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction 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 intersection. • 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. N 0 N CV N Mo �tl,f��✓ kp ���,tt•t'LC7do • .. t!+ ' td 0 P E' �7 y V R : i0c- I• ~ ' ST . V .g �L p •�. �,,� 0iei�S'4�g1 To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. to 8 n J C LL 0 " co S 3t `` ut dt �r0 JWd Q dMv LL a Y J LL LL a W Z m .; 2 1 0 L4 19 6 :2 C� 0 w '5 ¢¢ d W 00 0 n. Z N MZ ceDO L = ODU_jvvi W ❑ ❑ ❑ U' c Z N Z n J — N U) v) Z 0 o a--+ N � U W 0 W s Ul C m _ U> �U')U> U E '® I.I.J J V® = m x C14 o w Z M U zo U_ U_ E EE s Z® E v F— z a= R0 oa WX o0 Z � N � a ao wZ 4? � aZo m0 C pY U G gz Z a� . � w z (�- N CL ; 21 z Z az :w W ¢0 �� Jco zli� a U 3 �CD > Ln J na c� IL. � > U N i-1 > O m C E co N T Ln _ T oo N r T �1. � Cn cM CV z O Z E L c a L) Q p JOB NO: 21-4272 SCALE : AS NOTED SHEET NO. 3.1 s; 1.1 12 12 5- 15 T.O.M. 6'-0" 5'-10" HDR HGT. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ----------- EXTENDED OVERHANG TO BE TEXTURED CENTERED ON DOOR CEMENTICIOUS FINISH ON C.M.U. (TYP. ) N N 25 SH 25 SH F.FL. 5068 SGD 24'-0" RIDGE VENT REAR ELEVATION - B1 SCALE: 1 /4"=1'-0" T.O.M. HDR HGT. O TEXTURED 3'-0" CEMENTICIOUS co bo FINISH ON C.M.U. (p (TYP.) 25 SH 25 SH F.FL. RIGHT ELEVATION - B1 SCALE: 1/4"=1' General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION "G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be seated 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 as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction 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 intersection. • 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. N 0 N N ,� O ••�C, E N SC•"• �" • P>r78750 ., 1Jo w UNA- �f)%lli3ilti�ll To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. n E O N 8 � J M O C� J LL 0 S 'n � '� a W cn r� r- LL W a �Mc � a Y J V. W d W 3 t m 0 Z103 19 �'6�� tY M O_1 W a °'. 2 rR T d Z N MZ Mtn0 IL a 0 ODU�ai W ❑ ❑ ❑ U � Z M z J a LL XU N 0 rir 8 N 0::�l/1 CO U m U as • C Y o w M M Z a Z Z¢ E o =® Q (O U i— - wLL z 2O x� ¢¢ oa UO oU O Z O N L az w o w ¢ ! • ny C - �❑ � aV N mi � o ZZ W Z 6 J O am Q �z a 3 0 �o �w W C..) 3 < i0 a�iLL � k �� O O w �I00 F min co d' o� Z¢ o- V 7i > Lo O ME m 0 L 1`00 > v N .-. " 0) > O o AQ CL m E r co CV 2 00 rn N r T 0) E � CN N z M E p a o 0 ¢ o � JOB NO: 21-4272 SCALE : AS NOTED SHEET NO. 3.2 VARIES 1'-10" 12" CAP r CAP 2" iv 2" *NOTE: 1 1" RADIUS Cl) N FOAM TO BE USED ONLY WHEN ^ 3 1/2" RADIUS 1/2" RADIUS CO REQUIRED BY i�l SPECS IF NOT, ^�N iv „ 1'-53'COMM� 3I4 RADIUS DETAIL TO BE 1" 2" OPENING VARIES 2" 1n In BUILT W/ STUCCO. 1/2" RADIUS 1" 1" VARIES A., SIN EDGE OF �- OPENING VARIES 1 �^ 0 22n VARIES 1 VARIES T 1 1/2" RADIUS 4 4"' 2" 4" �—•—� 2 1/2" RADIUS I I 34 toAft :- cli -xy co MIT V o't� C0 I I I U i0 VARIES 12" 32" 11" 8i" iv 11 co N 3" 2n 2„ 1" 1" 1" BASE • BASE riia 1 1 n 4 4 T �n 4 / • 1-0" 4 N N N CV M 12n o *NOTE: VARIES 8" 2" FOAM TO BE USED ��� LE'V k s� ONLY WHEN ,``�� 'GFNb 50�S,� 3 REQUIRED BY 1'-6" : (jam: v� •• �� COMMUNITY 1" c�; No pE787 SPECS. IF NOT, 1" OPENING VARIES DETAIL TO BE • ZOEBUILT W/ STUCCO. ' iiJ 2�' • •U .• O r EDGE OF 6 • ' �''. S • OP..'t �: OPENING �--� o•�O�•. , 1"r NA 1-1/2" THICK 1-1/2" THICK To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these 4" 10" N drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for 10" 6" the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 21n `� M 0 _ a �E�p 4 T } �Q a7 < 7 c Q 7 G "" f71 ik � d r —051 Q Cj C-4 LL a a- 103 NLLLL d CO in Z t—cf0.g ° W 4" 6" U) IL W .@ N co m O t` N L4'—' 2° 2" iv Q Q �rS ILz_ - Cl) z � > > t� N Q 0 J rn n W O U ❑❑❑ 1-1/2" THICK 32, 0 2111 Z N 4 � Z z O 51n V-4" 3„ _ a N CO �V — € 01 00 IN ryC7 LL w o v 12" ' VARIES VARIES O c g 21 �11 1" N N � d � 2 I VARIES as VARIES c Q• I • ¢ Y 4n 8" r■ o 6" 4" KEYSTONE F11 0 KEYSTONE F11 °0 � W r--------- a rn - o° a iv iv ' OPTIONAL OPTIONAL a o � oa N N fu 0 0 I CO ti �no a o: — _ ar `° i 6N 2 44 1D R4 r„ = LT' g E w o W d 04 4" GARAGE DR. OPENING 4" LT' 4' 4" WINDOW OPENING 4" == �� 'o °I t in c gLL Z NOTE: z ��> 2 J < m Z • FIN. TO HAVE TRADITIONAL n �? VARIES LOOK & SMOOTH FINISH W 3 < o l � 1 • • • i • FOAM/ EPS MATERIAL IS N z T ACCEPTED ov �I aIS NOTE: $ °3 • FIN. TO HAVE TRADITIONAL LOOK & 2'-1" 1 �n 2 O SMOOTH FINISH 14 1'-64" 14" 12' 1 2" • FOAM! EPS MATERIAL IS ACCEPTED 54 '-12" 54" L0 3'-8° 7" iv 4" T-0" 4" 'r m 1" 101, 1 �n 101, o iv L C N N O a- C m I� 1" ~ a) OO �//��{) E V clica N L 4 [[[///�]]]���]]] = o u� T ■- 04 2 00 m N r T0) Doc? • E N M N z co ch r z E Q m m sr', a U -j Q p R� 1 in o T 12^ JOB NO: 21-4272 SCALE : AS NOTED GENERAL NOTES: SHEET NO. r • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) 0 ACRYLIC SAND FINISH •! MV 1 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 150A/200A INDOOR PANEL CENTER 00 III � #14 copper to lights & outlets �RJ I V 150 AMP/ #12 copper to 20 amp ckts 200 AMP 00 #10-2 copper to WH 10 #10-3 copper to Dryer METER MAIN /0 o 200 amp 150 amp r 4/0 SER Alu UNDERGROUND i onnect S POWER CO. FEED INTERSYSTEM 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 14, 250.94 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 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). CODES AND THE LOCAL POWER CO. 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 and 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 Codes (NEC 2017), 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 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). 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 soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 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. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of 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 than 12" for straight counter tops and 18" for sinks and ranges installed in comer counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET PqF DUPLEX OUTLET ABOVE COUNTER FEA W.P. WEATHERPROOF DUPLEX OUTLET Fr=tG.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH & THREE-WAY SWITCH �4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUST FAN Qt EXHAUST FAN/LIGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) Pl a PUSH BUTTON SWITCH (OPTIONAL) �D PUSH BUTTON SWITCH - DOOR BELL SD SMOKE 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 Ja ELECTRIC PANEL _Mai DISCONNECT SWITCH %�� G J 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 PLUMBING RISER NOTE: PLUMBING RISER IS SCHEMATIC TO SCALE: NTS BE VERIFIED WITH PLUMBER VERIFY METER LOCATION WITH BUILDER ELECTRICAL PLAN - ELEV-B1 SCALE:1/4'=1'-0" N N N N M 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. in a E CCD) g 8 n r m r` 1A N 0' C N f J J u- 0 0 e+ g ,n co �C'40 at LL a LL ati M v JLLtL rL X a. w 0 ig W Ze�GWog rpji�O' a-j Z N N Z a tY L. 0 Z O U U y W ❑ao V M Z Cl) Cl) Z Z r` J — N X4—j LL 1 1' ` CD t0 UM g 0 — W s �N ' +J `- e 8 ! Zr 2 < 0 _ � sm o co M Z w Z U- c6 E o Z R > N O E 8 cuCL �0OL Z® F— — 08 as oU O Z O E CV �o o ao ai w L ra C C o y� m0 F o °LL Z, ZCO J Lu ZZ (�- fA a) 3 �a og °� 5o �w W WoK O CD x IIIIIIIIII� Cfl Nr �w z¢ a F 0U3 U)L J rn m m 0 L � i v N i•... j 0/� U O C m I\ C: E L r � ca N = r Ln 2 00 N r- T O pO^j 0 E_ M N z cc z E co0 m cc M o E .. U -1 v 43 Q 0 c � JOB NO: 21-4272 SCALE : AS NOTED SHEET NO. 4 I Ir�rtLq I; u ATTIC VENTILATION CALCULATIONS ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1l300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT, SQ. IN, of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev ) required needed required soffit by upper needed ventilators Main 19 2 Floor 2276 2185 312 1092 78 546 561.0 285.0 276.0 (Zone 1) **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ROOF PLAN - ELEV-B1 SCALE: Y4'=1'-0" Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 7th Edition (2020) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. **CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) e OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT e SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SQ. FT. • STUCCO SOFFIT VENTS - 126 SO. IN. OF NET FREE AREA / SQ. FT. *If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. "Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) CV O CV CV (V CO. O �• Lc: �vkOi °i ```e�� �. .•�G . N 140 PE78750 '. • ST OF S- .T C> ••. P,- fill It', To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. ti Q C) � N r- it M o N 4 J t.i , 0' yCy J LL - LL 0 u1 00 N it W 0 NM� LL a'! Y J LL LL rl K 0 _ M V Z/ O SS ti to LL 0 J ��i� a a d W i Z &L a N co x N 0 Z pV U�rVn W ❑O❑ 04 z � z - IY ,,zn MCC V O fa w m G) O ,,, N c d �Ln Q3 U„ f— — E '® m $ t U c c, • ¢ N c, �Op M w W M � U zo no >� aR zp I— �o x U oo z 0. o N f0 ,a N ¢z wo QU az wz d � ro C duo o mg r o Oz z' z Q) J ° a- Q w zz z d o o. go a � z W � 3 Ro .z �K w >� o t0 '� w za a o3 > LO O CO m 0 L � > v N .-. - > O Q ° C H E L t— 0 .� to N � TT_ 00 rn N r r .L O M rn E M 04 Z Z N E CD c a E Y 0 Q o JOB NO: 21-4272 SCALE : AS NOTED SHEET NO. 5 __ __ .m wwu .•,..w�n,}®Inn w}w•q!'I•• an 1 I,}1' A 'n II � 19IF#"v C it d Q I)�' H.B+ -4" ." ". .- -. } j 3-1/2" MIN 2500 PSI CONC I : n I I I SLAB OVER 6 MIL VISQUEEN VAPOR BARRIER I : ■ (3000 PSI CONC. SLAB FOR O,-O„ I HERNANDO COUNTY ONLY) \ 1 I ` I� \ \` 13'-5" CJ 7--2" CJ i I M CJ I CJ CJ00 ao \ 1 T ra \ \\ i 11 iD I I : ■ ................. Mill 0 , zo . A TCj CJ I I I } I• ) 1 K (2) #5 REBAR ;0CJ S3 VERTICALS w/ in FILLED CELL 23'-11" 2'-10" 41_143" 20 _ 2--6" I I i i I• I O I I o -1 S3 _ _ _ _ SINK w/ QII$P S3 W/ 345 E.W. CJ N I D.W i 1 . I I KITCHEN ISLAND I o o LOW WALLS I I I I CHASE TO ■ oo ............. ' • I �---� (ISLAND l I 1 �1 : l l i I•' J i I S3 --__,; .I........... �- — — — I r---_----_-- —I— - - - -�— _----_-fit '- L- "t t EDGE OF SLAB 2" I BEYOND WALL 1 ,t•t - - - - o - - o� 9 EO o So I CJ I — — — — — —� — CJ CJ T- ; ' CJ I cv in 4'-0' G S3 I I • : 5'-4" 3,-8r• 7 _g OPT. D 4 -.. I :: -3 1 /2" SLR I I 137'-q" I fs 121--2a' 32'-84" " 4 -88 I -31 /2" (2) #5 REBAR _ < <.`. — J .. VERTICALS w/ in I ` I o to I L I I PROVIDE 1 Y2" RECESS "° I HVAC CHASE I • • • • • I �.\ FILLED CELL I BASED ON ` LOCATION \ ` I W.H. S3 ` I FOR SGD. REFER TO in I; TYP MASON'S SLOPE FOR WIDTH -� '- I CJ I I AHU----------+—-------J — — 4 — — — ; I INDICATES FILLED CELL w/ 3000 — _ — . . .w. CJ C CV STEPS AS REQUIRED 0'-0" PSI CONC. GROUT FROM FT. TO ( I BEAM W/ (1) #5 REBAR VERT I I c 2'-0" 4'-0" 2--0" 6'-0" 4'-6" 2'-6" ;_ PER FIELD CONDITIONS I ABOVE SLAB TYP @ ALL PLACES SHOWN HOOKED FTG. F, TOP OF CONC./ PAVER TO BE 4• 3 1 /2" SLOPE BELOW FIN. FLR. I "' : DOWELS 5'- EMBED W/ 25" EXT. co PROVIDE Y2' x 9" N (2) #5'S to L — — — — — — ABOVE SLAB GRADE 40 STEEL — — — — — — — — --- — — — — — F--- RECESS FOR FRT. DOOR .■ ■. . . . . . . . . . . . . . . . . . . ....... »■. ■ - FOUNDATION PLAN MONO — ELEV—B1 SCALE: .._,..o. NOTE: - • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN w g a CONTROL JOINT DETAIL SCALE: 3/4" = V-0" -#5 CONTINUOUS REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. "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" 0 N N 0 `oetttttctfar�l� % P •LEVvkgtj aPn,�• -50 •4 �7 r a �,. 13E j S' : ;r j T '� a y r•.r r:Yt.L 0 '� � : r � •��ta�a»ram To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 00 E r` N8 N� .N.. 0 NNN� JLud M �$v LLa'Y Q JLLLL aL _ o Z �� ledd 9't woO J W6gpj0' QQa Z a M Z r D O ILW N OU vJN Z 01 1 Ui M .A z N `- z � J a E3 z to 8 o C1 jC� Tt• •I-+ � a U g 0 w s Cn �N =Cn U d I_ E '® w W 7W 8 I _ a S� �w a M z o z 6 LL- E O � Q o E: U H W° Ro Do. 0°U z Nof � a�� o ao 0 a az rcw ,4% r✓ � CIOC C o Zz oUyU h m O Oz z 0 Q zZ N C o� az W T 555 U � �o W �k O hz z � r° Mill n O w z� 0 3 0� J O CO CD 2 L � i v N > O V 0 co C m L� 1 C O 0) = N L.n T _ N •— hi 0) C0 N z E M N '� E O42) a c00 ¢ o JOB NO: 21-4272 SCALE : AS NOTED SHEET NO. 6 11111'''IA I�j' RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft ✓IND SPEED (ULTIMATE) 140.0 MPH ✓IND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 27 DEG. (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[6:12] a=oft AREA ROOF 1 2e 2n 2r 3 3e 3rf HIP -35.94 -49.57 1 -49.57 49.57 10 II GABLE -38.22 -38.22 -60.99 1 -60.99 -60.99 1 -78.58 - r--- ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): \ r O/ J� ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD 1 rr 1 ®; 1 ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: G I SHINGLE: %6" EXP. 1 (24/6) or 1V32" EXP. 1 (3�116) 1 , TILE: 1%32" EXP. 1 (ems) 1 r { 1 NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1532", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'Y2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER a=oft GABLE ROOF ]- 20 TO 27 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[6:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 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 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 - 1Od x 1 1/2% 8-1 Od H FGTR 4725 3400 w/ (18) 1/4" x 3"SDS WOOD SCREWS AND (2) 1/2" x 5"TITEN HD ACHOR BOLTS RFUS 7100 -- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 1 0dx1 -1 /2" 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 VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16)1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 -10d x 3" JUS26 100011080** -- 8 -10d P HUS26 1320/3235 ** 1335/2820 ** 20 -16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 -16d x 3 1/2" HUS28 2950/5090 — 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2' MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16)1 /4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME 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 wl 12' EMBED w/ USP CIA-7000C EPDXY V 1 (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32) 16D SINKERS LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32)16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-1Od x 1 1/2" HTW20 1530 1285 24-1Od x 1 1/2" SP1 555 535 10 -10d SPT22 735 8 - 10d SP2 1010 605 1 12 -10d SPT24 1090 12 -10d HCP2 1 590 1 555 1 12-1Od x 1 1/2" HHCP2 680 570 20)1Od 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 12-02-20 LOADS - ROOF = L 1360 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 @ 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, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES, R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 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. 2 2 PLY CARRIER --I x CONT LEDGER NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY :ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV-B1 SCALE: Y4"=1'-0" N O N N N M 0 IIV ♦♦♦♦t : •I� E , e U7�•• NO PE7E'S0 •,•* N r � x w �411.. OL 1,1 `t�iriritss+��t To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. to EY a $ E P oo C8 r N N E LL J J)N aaj oLL a - co ]C LL LL 0- 13z J L 0o !Y ZM8 :6 7-- rY O � W IL "f. (S2,O; d a N M Z X y 0 0 0 6 un �071 W U 2) 10 z N z Z J - N d1 N^' ''znn 'O O ,W V U W R � a 0 W g C N to {� � ='• r-- rn '® U cl LLr M �— E m 8 t (i as e Q CD M � o i LJt_ E8p o of > z® E H U �=0 w o z O E [V �a gz 40 �o 0� aZ �. f6 C - N 0 a� ms 0 �z z C%) J a� <w �z 0 Z g0 W U 3 <o 0 �LL az �k y � o O <o 0 a = IIIIIIIIII� C �= zlid Ov 3 O J >L0 O C0 ` > v N U O /O� n< Ii C co E fd N T LO 2 o0 `1 r r � M N C Z z O E f0 a o 0 _ v m a o 1 44) -1 JOB NO: 21-4272 SCALE : AS NOTED SHEET NO. 7 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 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 verttcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load �� ■ O Safe vertical load Safe horizontal load GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS i .. 8F44 1 B/1 T 8F40 1 B/1 T 8RF40OB/1T 817321B/1T IlLy FORM dr GROUT SOLID "v # Q . r W �U 0 ;5 BAR CONT. 8F 12-1 B/1 T 'Y LINTEL DETAIL SCALE = N.T.S. I Y F't UCJIL3NA I IUIV #5 REBAR MIN.(1)REQ'D AT TOP ALTERNATE POWERS F=FILLED WITH GROUT/ U = UNFILLED R = RECESSED vz LEAK STEEL LINTEL ° a QTY. OF #5 O REBAR @ BOTTOM OF LINTEL CAVITY ° ' M,U, #5 REBAR AT TOP Q w e e A MIN. (1) REQ'D ° d 1-1/2" CLEAR H J Y " 8 F 16- B/ 1 T a � e z e a ° a GROUT D t0 ^ J 0 Q W < cr ° d C.M.U. NOMINA QUANTITY OF 5 REBAR AT w = rn w WIDTH #5 REBAR AT BOTTOM OF a W F a - Uj Or -TOP LINTEL CAVITY W U rn J n o \ v NOMINAL-° -BOTTOM ir 0 o z Ir < HEIGHT REINFORCING PROVIDED IN (7 ¢ Z LL O n D /� D O � 1 5 REBAR AT BOTTC 7-5/8"ACTUAL 8" N MINAL WIDTH LINTEL < ¢ AS INDICATED (VARIES) rn MATERIALS-16 GAUGE POWERS cntels = 3500 psi. STEEL BOXED LINTEL 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ POWERS STEEL BOXED LINTEL NOTES (ALT.) 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ ONLY IF NOTED ON LINTEL PLAN minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. 1. Refer to manufacturers specifications for installation. Prestressing strand per ASTM A416 grade 2. Contractor to provide proper protection of lintel to prevent rusting. Refer to manufacturer's specifications. 7. 270 low relaxation. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 7/32 wire per ASTM A510. 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 cementitiuos 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) LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION O CF) 4'-6" LL 4'-6" LL OCB,) 5'-10" LL 6'-6" LL O 5'-10" LL OE MIN. 17'-44"LL LINTEL PLAN - ELEV-B1 SCALE: 14"=1'-0" G� 0 C� CD (V N CD O LEK w U E IN S�• !/1u j`i �' • Flu P : 67 5' x: 'a: - Or ��, J `. `, • `� • 1 • �� fP�'fii3iS7t�4�� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. ao co $ � xt N 0 G ", Q rn ao �' as `� W "1aj N O LL d (7 V' COU u_ a W S 0 0 0 �Nto W O WO' Z LL ¢ < a N �Z IxDO ❑❑❑ W Z N p Z � Q v J 13 N Z .9 0 .9 C1 �� o a U O w s In c "' V &i U t e Q CD,l wo �a 6 >M ZM a z® O E U ' ou CL �o ¢8 O Z Oru N i g i ado W Z d r0 cZZ m� F O ZZ Z J 1 N o 002 Z ZO ao W a 3 <; 'LL iW iK � O O w zl�d a � u 3 �O 'L J O C0 0 L > v N �"• '_ a) > O Q o (0 C Im° m c r*--. H E T (0 = 04 � 2 00 O � N r r �p 0) 04 ui ' N M M Z m Z E o a 0 _J a rj JOB NO: 21-4272 SCALE : AS NOTED SHEET NO. 8 _ . .1a.+^nnrrsr'­nrnn. -.I, I I I I I NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED 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 SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(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 R308.4.2, ITEM 2-EXCEPTIONS, 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, 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 R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, 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. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. w 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6EMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION 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 F PLF APPLIED VERTICALLY DOWNWARD AT THE TOP H RAIL 0 100 0 OF E GUARD 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 FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, 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/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: 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 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 2" 1 J/2" 34" CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-1-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS WI MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION, 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, 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 = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER : 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1l8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148",12d = 0.148",16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED']' 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 3116", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/Trinkler systems includingg all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementbous finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, be forms. Permanent forms etc., shall made with permanent metal or plastic must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required,. 9. me St beRrelmoved @xtenof Boll area mentar along the foundation perimeter before 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by licensed before be issued. a pest control company a certificate of occupancy will The 'The building has certificate of compliance shall state: received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 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 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 513 + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V = 140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1Y4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1)/8' DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD 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 DISTANCE FROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS BEAMS ETC ARE TO BE BETTER AN D OR MICROLAM AS INDICATED ON THE YP #2 OR TTE A S DRAWINGS AND CAN NOT BE REVISED. N N N N .o���esefsfrrr� M W , aLE hv,o 'P ETS75 3 =� w •'iC � r 2' iN1 Ti•`• X �,'�iifflltf��� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W r- ci N N LJL I + C W Q �Nno i+ a a yjMd CO LY� J LL LL d w S 0 Z �`o W ONrp a' O C�Trn m¢ W "f. IL a OD N M Z d' v 7 O Z O U U N W C M Pl � � z N z z J d � N V) - Z o Cz C9 9 LL M Cn w 2 o 0 „. 8 V1 Ln C y '® U w � J E L V4•.. = 0 � Q o z ZZZ � wo �g �a� �R O a? wa r`°- E %° U � � �S 0 O� Z >.. o wW m 0 ,•�., ry C o o > z Z N 6 i2 Z 8 so W V a nj o aF �o' a x � za O o3 O J >Lo O ca f0 L � v N j 0 Q O CD C m C E V, = N � _ CO rn T 0) (� M N o z M = E Q yc c a U _j Q p JOB NO: 21-4272 SCALE : AS NOTED SHEET NO. SN u'"��a"rrt air•.. � I 1 CORNER OF HOME GARAGE SIDE Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 ,Hood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking } 1/8" gap 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 LEAVING Ya" 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 *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side 10'-0" at bearing. TANK -LESS W/H 5'-0" STUB -OUT FOR GAS METER 0 C, H C G 000 a _o 1'-0" o o � U O WE— • 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. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'4" (3)16d TOENAILS 2" X 10" @ 16" O.C. W-5" 1 SIMPSON HTS20 OR 3 16d TOENAILS 2" X 12" @ 16" O.C. 19'4" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). *' SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam KNOCKOUTS) ALLOWED IN BEARING ZONES —� DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" (10d1 nails at 6" o.c. Q/ Provide adequate bearing for each lapped joist. nails SECTION an INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) FILL CELL STD. 900 HOOK BOND BEAM SIMPSON MGT w/ (22)10d w � NAILS TYP. GIRDER TRUSS Q STD. 90° CONT. #5 CAONT > HOOK ��� BAR r 2X TOP PLATE #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM y 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 COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH L # OF 2nd FLOOR Solid block all posts from above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. Small 2" min. 2" max } gap 4 max. Clinch nails when possible Tight fit 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. Web Stiffener Fastener Schedule Joist Bearing Location Series Depth End j Intermediate @) BCI5000s 9-1/2" 11-7/8` � 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5- d BCI 60000) BC16500su 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 1 6-8d BCI90s® 3-16d ! 14" 5-16d 5-16d 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. — 1st UUI HNTVVritKt IN I 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 1Y" NOTES: DO NOT CUT HOLES LARGER THAN 1Y" ROUND IN CANTILEVERS. 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 %" 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. 5/81 THRU BOLT 2 X B.U.0 SIMPSON MGT w/ (22)10d NAILS TYP. TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / Plumbing META12 TSS 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 10-1Old 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 Ibs. Install tight to top flange. k11/4%2" gap I 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 �'27 • I I �0.6 X Joist " depth e I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM-/ • SEE PLAN FOR--'°. ° , • FOUNDATION INFO STEM FOUNDATION GRADE . o REINF. SEE PLAN �A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE nlnr \ /rnrin A 1 ri Inl 1 rklf\ TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE/F PENETRATION PLUMBING LINE .q A. a d a 4 � a SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE °a. ° f as G a / � a--� � •. tea,' . .� SEE FND. PLN. SIZE & REINF. 0 N CV N fM 0 LE 4 ., �• { �� ,� off, �,, '• ff1lo�ftll `e�� % To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W Q vGo M R t 8 (i 0 mO o .0 a LL di a (n n r�L LL uJ _ Qyr�iv a Y J u U. d W o Z L W W m 'l' L co F, N MZ rn O aa Z O C) U vvi (D z N z Z n n P1 V I P1 v) z 'S .o C1 QJ (D 4✓LL U Lu 8 Vi c uv, W 41 Q of 59 Q Nw o w o Uj �a R z® Oo W° R. oa �u — E o cN (0 �I _ a $ gz w w m� �a o J a Z 22 a O oom U W a V <j �LL NW �k � O v zl< a � 3 In > Lsn J 0 9 m C9 L � CD i v '— W O Q o 2 CO C m C E T cc If— = CV T = 00 CD rn N r T O ci : � CV M N o cc Z c E 0 N Tv ? 0-v Q o JOB NO: 21-4272 SCALE : AS NOTED SHEET NO. SN 1 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) FOR UNDERLAYMENT 16d TOENAILS T & B REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & c HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E ROOF FLASHING AND ROOF FLASHING TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 w/ R903.2, BUILDING CODE N COMPONENTS ACCORDANCE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH FLORIDADB 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER > ° SHINGLE ROOF, SHINGLES TO a _ BE IN ACCORDANCE w/ ASTM =1 °' o ..° I �I 1= I �9 T D7158-CLASS G or H, or ASTM D3161-CLASS F, IN _ I' 12 ACCORDANCE w/ TABLE I� I I I I ° I I I I I I I r l FLORIDA2) BUILDING VARIES I I I I I(NCODE TH EDITION (2008 11 I' RESIDENTIAL ROOF SHEATHING - SEE INSULATION LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G FI_FV- VARIFSA4_"\ SEE TYP. WALL SECTION SCALE' 3/4"=V-0" 5/8" OR 1/2" HIGHS STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS I INSULATION PER —J CHART ON FLOOR / PLAN J 1 x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT •8" C.M.U. TYPICAL TYPE "S" MORTAR FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS(SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER U) TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ IX6 a NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE v 0 ZC M _ 6 MIL VAPOR t. Z T BARRIER ; �r � 1 D � T COMP. SOIL. • (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 1'-4" (1 STORY) STD. 90 HOOK (SEE 4" V-8" (2 STORY) DETAIL) ) TYPICAL WALL SECTION A SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14 PAVERS O.H.D. RECESS � z C7 • - rr* • 411 TjT II -, r SEE A/S3 OR J/S6 T FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR) ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J,1 SEE TYP. WALL ECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 0%) 7PF I I 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF TRUSS BOTTOM CHORD OR 2x4 #2 SPF s „ „ „ 5/8"OR 1/2" HIGH STRENGTH „ (U.N.O.) (OR / GYP. TYPE X @ BLOCKING @ 12 O.C. w/ (2)12d TOE NAILS BLOCKING @ 12 O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END HEN PARALLEL (U.N.O.) (OR Y8" GYP. TYPE "X" @ � ) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°016" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. Y-0" t (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL ° ° e @ 24" O.C.) 2„ x 6 W1.4 x W1.4 ATTACHMENTS 2/ 6 x 6 W1.4 x W1.4 c7 WWF OR FIBERMESH WWF OR FIBERMESH ° ° ° ° ELEV. -0'-31/211z �31/2"MIN. �31/2 MIN. ° A.F.F. p e 2x4 CONT. ° ° ti ° a e ° °E�f — ° ° ° ° N � *4" lip ° . �31/2 (min.)- 4 _ n a • 9/ — — 1/2 min. 4 11 ° ° d 00 GARAGE DEPTH VARIES ° ° 31/2"(m'In. - 4"o • 31/2"(m n.iT' - y (2) #5 CO1'-4" $' (2) #5 CONT. 4� �� GARAGE SLAB AT STEP rB U.N.O.AMIN.TYPICAL BEARING WALL STEP TYPICAL BEARING WALL STEP SHEARWALL("C� Cc� rc C SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 _T/r ,\/r ,v/r #5 LAP SPLICE GGN• �'t 1/2" OR 7/16" OSB MIN, PLYWOOD SHEATHING S�GVRE QGS.1O NAILED W/ 8d COMMON NAILS @ 4" 0!C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C 1co�'��N LOAD BEARING OR INSULATION PER FBC AND ENERGY �/ 2x BLOCKING HORIZONTALLY@ EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' \ INTERVALS NOT EXCEEDING 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 10'-0" (R302.11) #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SEE CC/S3 OR c.t LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE G/S3 FOR ANCHOR "J" „e „" " " " " x 10 J BOLT @ 24 O/C W/ 2 X 3/16 METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 AOOK DETAIL SIMPSON SPi w/ (10) SIDE IF APPLICABLE. BOLT INFO. 5/8"x6" BOLTS BOLT @ 24" O.C. VERT. OR PLATE PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS 5/8"DIA. EXPANSION BOLT @24 " (IF NO UP LIFT ON WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR *SIMPSON SP1 (6) 1/4"x3 1/4" TAPCONS 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 3500#, MIN. TENSION 2600#) w/ 10 10d NAILS ( ) - `„ 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR Q W BOLTS 6" MAX FROM END OF 2" x PLATE ^ 6 x 6 W1.4 x W1.4 N WWF OR FIBERMESH TYP. ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR UJ t. GRADE ' ° ' o z #3 & #4 LAP SPLICE GRADE 40 MIN. F- 40ksi a ° ° MONO OR STEMWALL ° D M — -0 ,. FINISH GRADE 2 25" MIN. LAP [30" MIN. LAP] GRADE 60 MIN. Fy- 60ksi [ ] a g _ I — — L r o ° z _ FOOTING MONO SHOWN FOR CLARITY D P °O 6 MIL VAPOR BARRIER ;. ° " >< w w � _ _ =III=III= =1 1= 1=I I I I-III=1 I I -I I I -I I I -I I I- z ° p p o ° D ° r #5 REINFORCING BAR R 1 7!8 I —r NOTE: � I=1 � 1=I � I=III=I � 1=I � 1=I I� .• _ � a ° � � III-III-i I I-III-III-III-ca o *FOR BEARING WALL =i r COMP. SOIL. (COMPACTED TO — =I I=I I=1 I I=1 I=1 II 95% MODIFIED PROCTOR ASTM W/ UPLIFT ONLY = _ _ ___ — r III=1 I=III=1 1=III=III=III=III=III=III=III=III=III=III=III=1 D1557) , -III-III-III=III=III-III=III=III=III=III=III=III=III=III-'' 4" 1'-4° Ti- FRAME WALL TO C.M.U. WALL CONNECTION rD� TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4" GRADE . a 00 � -- a III _ (1) #5 REBAR w/ OPT. ' l l I I _I I_ I_ I I I_ SCREEN_ ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 EXPANSION JOINT SEE A/S3 OR J/S6 FOR REINF. INFO. BLOCK WALL BEYOND O.H.D. RECESS CV ' t•M 3" MIN. CLEARANCE GARAGE DOOR SLAB RECESS i SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 1/2" GYP. BD. P.T. 2x „ HOLD GYP. BD. 10 1/2" FROM SLAB 0'-01, J CONT. BEAD SEALAD INTERIOR A. a. -3 1/2" CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB sfa . a c0 N— M 6 MIL VAPOR — — BARRIER 2X STUDS @ 24" O.C. U.N.O. GARAGE 1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT E �6x6WlAxW1.4 WWF OR FIBERMESH M 4 1 4"1 INTERIOR WALL SLAB STEP NON-BRG. rK SCALE:3/4"=V-0" S3 ( rTr r�r 36" MIN. LAP [36" MIN. LAP] ON 3" CHHA RS 10" (TYP.) 8" V-4" 8" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL w/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=T-0" S3 VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. SEE PLAN FOR CONNECTION INFO ° TOP OF BEAM & LAYOUT DESIGN o .. SEE ROOF PLAN c — ° a' ° • a ° (2) HTS20 T FOR STRUCURAL r - — — M BEAM SIZE & N �. CONNECTION INFO M —I Dc4P.T. PLATE I 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 — 8"o.s.s. Z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 W o SCHEDULE Cr > SEE TYP. WALL SECTION FOR ADDITIONAL COLUMN LOCATION w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. w COLUMN SIZE AND BASE 25 w CONNECTION INFO. SLAB STEP & RECESS a S.G.D. M U) SCALE:3/4"=1'-0" S3 SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM, PLATE COLUMN TO PORCH SILL w/ 1/4"x3" TAPCONS AT 8" O.C. MASONRY WALL AND ATTACHMENTS & 18/D1 PAD FOOTING FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL ATTACHMENTS EXTEND FILL CELLS cE TO FOUNDATION PAD E - SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. Q ' SIZE VARIES PER PLAN M w/ MIN. (2) #5 VERTICALS CO GRADE 4 ce) FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) 0 - I I= I ° °• =1 Z= 1=1 I -I ICI -ICI I I-i I -III -III W 1 �=III— IF BRICK PAVERS or SLAB PER O w 0 0 = —III=) • • °• Z — 0'-0" FIN. FLR. COMMUNITY SPECS " I; — ° =I — —_ �' =1 I a =1 I I I I I I=1 I I=III 1=1 1=I 1=1 I-1 I I I I 11=I I =- W - I II 11=1 1= ' FOOTING II,, III�iIIIIITIII� =III=III-' BEYOND ,..• . PAD REINFORCEMENT llll ,ll 3" MIN. CLEARANCE �••y �•'• SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH .R .. ,�. CONC. PAD INFO, SEE SCHEDULE TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N SCALE: 3/4° _ ,'-0" SCALE: N.T.S. S3 0 N N 0 ''P• LEt....011i .� o 1 750 •w a ••TT �' r� •. C �y rh � •`tea *y �,r t .•., ,� �"••`yam •' 1� '°.��'^yr�.di`,•�i�'*'A- Otis' To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residenbal 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 1111) Ln E 8 N O N J C14 0) 0 9 ,n a Q JLLLL 1. w O Z t m� 0 O w j 'to CV c_o � O � W��pjO' co a d a CS "1 N cCV•4 Z a. y O IL� Z O U 6_j N W ❑ ❑ ❑ 0 Z N in z 8_9 � Z n V U) — N u- �-1 0 21 w E Q A U O—� W S G) C y �a rn U � ' w m g o _■UL0 � N � sm o co � z M M z0 z ¢ U_ ce E za z rN Qo a E: U uj ¢� oa 00 N ~ �° o o ZOE N � o ¢o <omo iz ¢w d '0 N C U z Z W v J • iz ¢w oa Z �o W U �� 0 k wLL o Z << =3 F �o IIIIIIIIII� CDi2 � O¢ ~ z¢ 03 �C:) >U) J 0 Cfl 0 L � C) > v > O L.L o E r" � co N = r Lo � — o 2 00 rn N r T � O M 04 z Z N E C) 42 a E v ¢ o c JOB NO: 21-4272 SCALE : AS NOTED SHEET NO. S3 (MONO) (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 ) DOUBLE 2x TOP PLATE .� 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12dTONEMIN. EXTENSION FROM EVENLY LS SPACED EXTERIOR FACE OF BLOCK EVENLWALL IS 1 1/2" MAXIMUM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS EXTENSION FROM EXTERIOR INTERIOR HEADER FLUSH TO OUTSIDE OPTION WALL FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING 0/l/ (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 1 SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (np) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHR + + STUD W/ (3) Od NAELS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) L-ROOFTRUSS PLIFT CONNECTOR (SEE SCHEDULE) OISTURE BARRIER SCALE: N.T.S. —SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. CL TO DRAIN EXTERIOR WALL CLEAN -OUT WALL A SCALE: N.T.S. S4 1ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE 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 rD S4 SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK WI (1) #5 FOR CONCRETE PLACEMENT ■�I�!�Ili1!�I�I��I�!�l�I■■ _I • •• • . •. • • oil ■■III '�'■■ -I��� III- ■.I�'' fli■■■■■■■■�. -'�'I 'III—! III - NOTES: 10 FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE J J r T O FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER _ CONNECTION ASSEMBLY .., GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK a a a a BOTTOM OFMOUNTINGB POURED CONCRETE BASE FOR 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. �� S,cF AI 2x CRIPPLES @ —� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2X8 WALL) 10d NAILS @ 8" —i O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEELAND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD- 2x6 P. J-BOLT TRACK BRACKET FOP a iARAGE OOR W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED �> @ 12" O/C FOR 2"xl0" OR GREATER HEADER 1 `—(2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. 00 OR SIMPSON HTT4 TYP. Op U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. S4. SIMPSON SIMPSON 0 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS 12 (TYP.) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD RUSS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS rBLOCKINGW/ 2-16d TOE NAILS EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) UJI v O/C FIELD g z 9 2x TOP PLATE V2-16d 2X4 PT STUDS @ 16" O.C. NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS =_= CHORD OR BLOCKING SIMPSON HETA20 w/ (8) 10dxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT LMAIN O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD SPAN 2x P.T. PLATE FEQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90' HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE -7 NAILS TOTAL) EA. SIDE OF 48. SPLICE STAGGERED �10d @ 8" O/C ATTACH ALL -' EXTERIOR STUDS W/ Yl6d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL K"M SCALE: N.T.S. F= 2240 LBS �7 SIMPSON C P.T. ATE SIMPSON SP4 —, a ■2 I - TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL - TRANSOM FRAMING `NAILED INTO TRANSOM FRAMING 10d NAILS @ 6" STAGGERED SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP1 RECESS SIMPSON SP4 SIMPSON- SP4 @ 24" O.C. MAX MAX LINTEL 2X P.T. PLATE SIMPSON SP2 NAILED INTO TRANSOM FRAMING SIMPSON SIMPSON SP1 RECESS S �PSON SP4 LINTEL SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) ' (5645# SPF) i (6970# SPF) )S (9335# SPF) N. 8" PDXIED A.T.R. Z & NUT rOXIED A.T.R. Z&NUT DXIED A.T.R. Z & NUT ROOF TRUSS ABOVE F 2X BLOCKING a I I 2X8 P.T. BOTTOM P TE G' 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 d �Q d 1 FL 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) (2) 16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. -MASONRY WALL 10d NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING A N o o BEYOND. o PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4o o B • o SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) o ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. S4 0 N N M O ��A��aiarttt� ` e !9 LE'�/f�} C. +, .. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W E Co Q O N� N� J v y off, J� co C N 7 ao Xk LL LIJ a tn�rL_ LL W a aei r�i v a YYn �LLLL au5 Z m c O I 7 'Co N— O J W m W rR�pjO' Z _j a �yo N = O U c¢i y W oo❑ � R z � $ — N z � � a �C1 - w m 0 a O W11 s LA c �N v ;� ' w s _ c U9 N 0 Q seo o w M Cl) a 0 z < wK o I®Uzz z E o� - '<oz FoNi- 00z poE dmE M �C ooz U 0 0 z !� J F� z 3 d3 o z SO W M_ 3 a �W o Z " 8-o �I O zl< O_ 3 TU J O L � C) i v oo > C) L) 0 C:m E T •�_ _ 04 r Li ~ N) = 00 T— r C3, .� M N z Z E O N E M m a- E ai U J Q Q J JOB NO: 21-4272 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAM11 W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & 1 /4 X2 3/4 TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS—\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS —� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45°t / 45° t SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" O/C. EXTEND AT LEAST 90% OF , EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT ' & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)10d & FROM LEDGER TO SILL 1/2"CDX PLYWOOD OR (2)10d TOE NAILS @ EA. BLOCKING END 7/16" OSB SHEATHING ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 1 OdX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS w/ 10d NAILS @ 6" O.C. CEI THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) 2x4 #2 SYP BLK'G @ 16" O.C. wl (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST BAYS) MAX 9' BACKNAIL w/ (2)16d NAILS UNSUPPORTED, MAX'g° IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, DETAIL NG SCHEDULE FOR SHEATHING IF >9" SEE 10/S5 DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT "L" BRACE TO EXTEND EACH JOINT w/ (3)1 Od & (2)1 Od EACH JOINT w/ (3) rAT LEAST 90% OF WEB TOE NAILS @ EA. END 10d & (2)10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE &SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2)16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST 4 ROWS OF () NAILS ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" • AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD BOTTOM ATTACHED (2)16d NAILS W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL 2x4 "T" ON TOP OF PANEL BLOCKING, 74" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING BLOCKING, FASTEN WITH FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED 1/2 x 8 J BOLT 48 O.C. THE FIRST (4) ROWS OF TRUSSES 2x4'7" ON TOP OF PANEL 1Odx3" @ 4" O/C INSTALLED PER MANUF. @ WEEP SCREED FROM EA. END TYP. TOP & BOTTOM 1 SIMPSON HGAIOKT w/ (4)1/4"xl 1/2" SDS SCREWS TO @ 48" O.C. BLOCKING, FASTEN WITH j " MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" 0/CTRUSS & (4)1/4"x3"SDS SCREWS TO PLATES AT 24" O.0 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL TRUSS VERTICAL WEB (24" GABLE WEB SECTION WEB, USE MSTAM36 w/ (7) SECTION 1 O.C. MAX) w/ MIN. 4" 2 1Od NAILS & (4)1/4"x21/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FORCn T X-BRACING, AND TOP "' SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION cO SCHEDULE FOR 1 1 SHEATHING DETAIL BACKNAIL w/ `� WOOD TRUSSES 1/ (2)16d NAILS 00 00 2"x4" CROSS BRACE 2x4 RAT RUN BRACING APPROX. 8" FROM AT 24" O.C. ON TOP OF " RIDGE FASTENED AT EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (2)10d TOE TRUSS SPANS Q NAILS @ EA. END ATTACHED W/ 2 -16d AT EA. TRUSS JOINT (2) 2" x4" LAMINATIONS W/ (1) ROW (3) 2" x4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE (2)16d NAILS 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 FIRST (4) ROWS OF O/C w/ (2)16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL SPACE AS SHOWN FOR 3-PLY) 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12)10d SLOPE OF ADJACENT TRUSS NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 MAX. 9" 8d @ 6"0/C UNSUPPORTED, IF >9" SEE 10/S5 r-WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. SIMPSON HGAM1OKTA w/ (4) E ES AND 12" O.C. FIELD 1/4"x1 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4)1/4"X2 3/4" SEE PLAN FOR TITEN TO CMU CONNECTION OF THE LAST LAMINATION ( 2x4 "T" ON TOP OF PANEL EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING FASTEN WITH L 2x4 BLOCKING W/ :. 1Odx3 @ 4 O/C (2)12d TOENAILS NON - LOAD BEARIfIG LOCATION rD COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION K' g SEE TYP. WALL SECTION FOR SCALE: 3/4"= V-0" S5 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) (2)16d PER JOINT L- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 TOENAIL (2)16d NA 12" SH SCHEDULE TTACHMENT SYP BLK'G @ 16" O.C. I x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 1 GABLE TRUSS S5 "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED 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) a a 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) • z W `BRACING w/ (3)1 Od x 3" AT EACH CONN. @ 24" O/C -MOISTURE BARRIER -BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - 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) 1/4"xi 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) i--GABLE TRUSS \-STUDS @ 16" O.C. 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. LU 9c� � CORNER JACK 0 Y � a W Nz LL 0 HIP FRAMING REFERENCE PLAN E S5 20'-0" MAX "X" BRACE SEE DET. J/S5 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W 4" / 10d NAILS @ O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0. El" TYPICAL GABLE TRUSS WEB J 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 r7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. ik" 11111 II�lO � II I11 I 0 �IIII II'I� a NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED BOTTOM CHORD GABLE END BRACING 2) 7' BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN rL 1 AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING 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 N 0 N N r k0 • ,� �� ^� •\ i L' /�\ • Y;j � mod• •'d U � �� �' t� tom? / n . To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a O g `° N O (V � J Q 3�co tli i! LL W coLu IL u a a Y M0� Ca L LL a w -� & Z/ �Oc L mg0o W Y. W 5 '@ N Co LL O J ¢¢ Z IL ��inrn 00 a N MZ Uca> Z p co W ❑❑❑ C9 z < J N - N ch ,zn 9 +-J N w M � a V O—� r .J 9 Ln �N c Y = s WCn wJ n— I a� i e 0M U o c O �zco M i z < -' `E E 03 w o _® cu �- w° �° XU Q0 =U O E °a ap az IrZ L a0 m� yN- (� N -dui ° "m'aw O Zz z Cn J a� zz C w0 Z a0 �W W 3 0° 0. �G o °z � Lo C51w co 01.M za a x °1 o3 �LO J O °' m c� C9 L � C) 1 U > C) V O C m � I� E 0) T •�_ = N T— Lo 00 1"- N r- T C:)CO E 04 N Z cc Z E O C y M C CL E U J Q p JOB NO: 21-4272 SCALE : AS NOTED SHEET NO. S5 dl YksylL-lyll�!�Ilsl Y'4t kYll !!: .:. yN�Yl1��i���� 1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 TO PRODUCT MAX 8„ UNACCEPTABLE INSTALLTION � P.T. TO PRODUCT PROPER INSTALLATION DO NOT DO THIS 2"x BOT. PLATE W/ (2)1od @ 6" o.c. TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1 X 4 1x4 P.T. 3/16" 0 X 3" LONG FURRING FURRING 3-1/4" LONG X 3/16" 0 FURRING (2) ROWS 3/16" x 3-1/2" TAPCONS TAPCON 16" O.C. & 4" 2X8 TAPCON. INTO O° STAGGERED @ 16" 1x8 P.T. FROM EACH END w/ MIN. 1X8 BLOCK@ SPACING „ O.C. 2-ROWS INTO PER MANUFACTURE 1 DETAIL 2" EDGE DIST. ATTACH MASONRY THROUGH 1-1 /2" DETAIL 1 x8 w/ (2) ROWS 8d NALS " 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3 DETAIL 3/16" x 3 -1/2" DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. O.C. & 4" FROM DOOR JAMB (REFER TO PRODUCT DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT APPROVAL FOR CONN. 1x4 1/2" DRYWALL TO PRODUCT EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16"x 3-1/2" TAPCON @ 16" APPROVAL FOR CO,*2" (2) ROWS 3/16" x 3-1/2" 1x4 TAPCON 16" O.C. & O.C. & 4" FROM EACH FURRIN@ END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ .T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" 0' 3-1/4" DETAIL FILL SOLID BOTH CELLS #5 REB m'P,) STD. 9 HOOK nr ±5" NOTCH WEB AT FIRST 2 COURS AR ` ` p� (TYP.) #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED `STD. 90° HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO ' *,It. OF BAND JOIST JOIST TYPICAL ' +2„ NOTC @ FIRST COURSE SIMPSON HGAM10KTA @ 12" O.C. w/ (4)1/41 1/2" SDS SCREWS THE 100 ES INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FOUNDATION PLAN SCALE: N.T.S. SS FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP SEE ARCH PLAN AND W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A =1610 # FOR 2 STRAPS PRE-ENG TRUSS DESIGN FILL 1st4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX SEE NOTE 1 BELOW SOLID W/GROUT 2,-0„ $„ 1 X 4 FURRING it2' BLKG. AT TOP BTWN. 1 PLY PRE-ENGINEERED TRUSS ` ARCH BLKG. &BUCK 1/4" x 3 l/4" TAPCONS BLOCK HEADER SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS 1/2" DRYWALL SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS * IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d ALUM DRIP EDGE 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7)1/4"x21/4" TITEN = 2150 #) BRG WALL TYPE 2 x 8 45" DIAGONAL (4) 10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE PER PLAN 2x SUB FASCIA BRACE(S) 2 x 8 BRACE/BLKG. INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 2x2 #2 P.T. MIN, FOR OVERHANGS BETWEEN OVER 1 1/2" 7/16" OSB BOND BEAM OR CAST IN PLACE BEAM FASTENED PER NOTE CONTACT ENGINEER OF RECORD FOR BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR FURTHER INSTRUCTIONS. ....,,.. .,.N'. POLY -CELL IN THIS AREA 2 x 8 45 DU4GONAL BRACE AT EA. 2 BELOW CONT VENTED OR SOLID SOFFIT SCRIBE (NOTCH) FACE OF ARCH W/ (3)10d NAILS BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL CONT 2x4 NAILED TO 2x BLOCKING NAILED TO TOP OVERHAN �., CONNECT W/ 8d NAILS BRACE/ BLKG. BLOCKING w/2-12d NAILS (**) CHORD EVERY OTHER TRUSS N.T.S. w/ 3-12d NAILS, TYP. (**) 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. 8 PROVIDE TAPCON WITHIN 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED INSTALL WDW. SCREW ANCHOR--," � � RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 4" MIN. OF BRACE ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH LISTED IN THE DESIGN CRITERIA ON SHEET SN. 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 4W WOOD 2. 2x2 #2 MIN. P.T. w/ J-CHANNEL SECURED @ 24" O.C. FASTEN TO: NOTE: FOR OVERHANGS LESS THAN 3/4"- NO REPAIR RECI D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL - CMU w/ 3" LONG T-NAILS @ 24" O.C. 4' MAX. RAD. USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ - WOOD w/ 0.148"x 3 1/4" @ 16" O.C. ARCH DETAIL J MIN. 4" EMBEDMENT AT 16" O.C. 3. [F] CHANNEL APPLICATION: 2X2 NOT REQUIRED SEE (PA) INSTALLATION GUIDE r-Br' 5r-Brr SCALE: N.T.S. SS 12 JACK TRUSS PROVIDED BY SEE STRUCTURAL SOFFIT 2 6U#2S SYP @ 24 O.C. COMPANY OR PAN SFD SCALE: 3/4" = 1'-0" (**) FOR SOFFITS 1'-4" &GREATER INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION ROOF SHEATHING ATTACHED i REV. 02.01.2021 BLOCKING REQUIRED, FOR SOFFITS LESS • „p' . WITH 1/4" x 31/4" TAPCON (11/4 B-B THAN 1'-4"MID BLOCKING NOT REQUIRED 'r EMBEDMENT INTO PER NAILING SCHEDULE ALL ° r1/4" MAX ) 2'-0" 8" *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS." ° y . �: ' ► p °" #5 BAR BLOCK HEADER # SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON i p 1-0„ • e e ; CENTERED W/ BLKG. &BUCK 2X6 TO 2X4 H2.5A w/ (10) 2 X 4 #2 SYP SCAB TO SIDE OF ► • ' IN TOP o 1 X 4 FURRING 8d NAILS TRUSS AS SHOWN FOR O.H. UP TO 2'-6" ► KNOCKOUT / iv 8d NAILS @ 8" O.C. AT BUCK ° CHAIR BLOCK *DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. —_— • 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2x x OV (2)10d NAILS @ 8" O.C. MONO FOOTING PROVIDE (2) MIN. CONT. W/ 3 e F qN TO TRUSS TOP CHORD SIZE AND REINF. PER PLAN •> ° I► PROVIDE 2 x 8 DIAG. BRACE B VERT. BRACES WHEN HGT. OF BUCKTAPC- (AT EA. SIDE 12d NAILS + Ry CENC AND SECTION DETAILS -I BUCK - (1) WITHIN 4 + Ty PLYWOOD SHEATHING BRACE EXCEEDS 24" JACK TRUSS PROVIDED BY .. LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF + + -I ° 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH TRUSS COMPANY OR 2x4 + + CLEAN FILL .► A. • #2 SYP @ 24" O.C. + DIRT z TO BE INSTALLEDOOF .40 4'-0" MAXSEE N + + BLOCKING AS e BUILT UP PLWD. BUCK - STANDARD b SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL + TOSUPPORT 90' HOOK N ( 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH ' TO FIT ARCH CONNECT W/ NOTE: IF TRUSSES USED) W/ (2) #6 X 4%' WOOD TRUSS + SOFFIT #5 BAR IN " tt��. " START OF ARC + FILLED CELL 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) SHED ROOF ENDS TO BE SCREWS @ 16" O.C. MAX. OR IF MASONRY BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL 4 MAX. RAD. GABLE ONLY, CORNERS WALL USE (2)1/4" X 31/2" TAPCONS AT 16" 2X4 SYP • . �� INSTALL WDW, SCREW THRU OSB INTO 2 x 8 SHALL NOT BE FRAMED AS O.C. EACH TRUSS r . .• . ANCHOR INTO ARCH BLKG. • " • " HIP. YK STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-B ARCH DETAIL �( DESIGNED ONLY FOR THE SECTION @ENTRY L CONNECTOR '�� ° REINF. PERLAN AND STEMWALL �— SCALE: N.T.S. SS INSTALLATION OF SHINGLE SCALE: 3/4" =1'-0" MONO TO STEMWALL FOOTING SECTION DETAILS AND METAL ROOF FINISH SS SEE LINTEL SCALE: 3/4" = V-0" SCHED. GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY ENTER SO IT NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, AT LEAST 2 HOURS BEFORE PLACING MORTAR. PRECAST LINTEL CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. SEE ELEVATION MASONRY WALL. SEE PLAN FOR FOR OVER HANG EXISTING BOND BEAM. C) SETA FULL MORTAR BED JOINT, APPLIED TO SILL. REINFORCING. PROVIDE LOWER (MAX. 4'-0") D) ET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1ALL MORTAR JOINTS MUST FULL AND NOT FURROWED. ALL MORTAR SHALL DRILL 3/4"x5"MIN. HOLE SET BAR IN SHOOKED DOWEL TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP SECTION @ROOF EXTENSION M EPDXY CAP TO PREVENT LEAKAGE A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR SCALE: 3/4" =1'-0" SS TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) (1) #5 BARS CONT. OCCURS #5x6' EMBEDDED INTO EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING TOP WITH MIN. 3" z0 SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL COVER 1, SIMPSON HTT4 w/ 18 10d x 1 SEE SHEET D2 AND � OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. (EVERY OTHER 6-0 11 ( ) FLOOR PLAN FOR a COURSE) EXPANSION STRIP 1/2 NAILS TO STUDS & 1 FILL CELL FULL HEIGHT W/ LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE 5/8" DIA. ALL THREAD ROD MORE INFO 0 THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL - Uj NON SHRINK GROUT - � • ° ; � , EPDXIED w/ SIMPSON "SET" a � � A REINFORCING AS FOLLOWS: :. EPDXY MIN. 6" EMBEDMENT & SEALANT * S .. � � ', �. ; 3" MIN. EDGE DISTANCE PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. g 1 * PRESS PANEL REINFORCING INTO PLACE. p ~ #5x6' EMBEDDED INTO * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL 6" MIN. LAP SPLICE W/ o v z REINFORCING PANEL a EXISTING FOOTING (2) #5x6' IN CONC. LO SMOOTH. DO NO FURROW. :° `" N DRILL 3/4"x5" MIN. HOLE FILLED CELL F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 61.MIN. LAP GRADE >. p e SET BAR IN EPDXY G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEALANT SEE GLASS BLOCK INSTALLATION NOTES. r g n ° TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE 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 16" MIN. COVER EA. WAY SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. .a EXISTING FOOTING J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION 1 SCALE: N.T.S. MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. - RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQIUARE FEET OF GLASS BLOCK MAYBE INSTALLED IN ANY OPENING. SCALE: 3/4" -1-0 FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR RETROFIT FOR MISSING MSTAM STRAP SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. SCALE: 3/4" =1'-0" N O N N CV 0 1111e1��! �ttt,ttM LEI, gee C f r OF S Tr •, . eei v ; t � � • \. t�. '��f�3f ti{iltt�t: To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N a a c8 o F O N � J O C § J LL 0. 00 *kLLa W tq��� LLw _ M a Q N SYP J LL U.a W SGc Z S �05 co cco pNm co IL ao a N M Z ir Ln O Q U y OU Z W ❑❑❑ c� m z � z J a E3 U) V) z .8 (1) -J � LL, �O — W $ � U mi•.. J E U a � Qc e S� o w Mzi yZ o � E oo alz Zo U Ifli o , Z O E N Qo ap ¢ao a D i ado ¢w m� - C ZNC J a� zgZ z 3 wZ o ao W 3 � gW 00 z Qa m~ '° CO 5 a > Lo J C m 0 L ;C00 i v N 'y > 0 .2 E T M � CalN = T 2 00 CDLn N r r � N M N zM E 0 4 o U _j '> Q 0 JOB NO: 21-4272 SCALE : AS NOTED SHEET NO. �� — IIT . file rffIFIffirmIl91111R1WHinp1,. ti 1v LL I _ I I I CROSS BRACING DETAIL (TYP.). SCALE:NTS TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB—_ 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH TB PRE-ENG. TRUSS 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX & EACH END ALTERNATE ^ CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. �LWOOD TRUSS A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B —TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL rTN� SCALE:NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Qk OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS (2) 2x8 #2 SYP w, O.S.B. FLITCH PI TOP @ TRUSS E U.N.O. ON ROOF PLAN 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) 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 EXTERIOR SHEATHING (2) SIMPSON HETA20 w/ (8) 10d ATTACHED PER NAILING 19 TYPICAL BLOCK x 1 1/2" NAILS EACH - OR (2) SCHEDULE K WALL SIMPSON MSTAM36 w/ (7) 10d 2x SPF #2 SSES GIP & (4) 1/4"x2 1/4" TITENS EACH AT 16" O.C. (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM * * 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC.MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT VARIES ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 2x4 #2 SPF BRACING @ 16" O.C. W/ (4) 12dl_ COMMON TRUSSES. TOENAILS TO TOP —4— SEE TRUSS PLAN PLATE & (2) 12d END [_ MIN. (2) 2x4 FOR CONNECTION NAILS TO TRUSS SPF TOP INFORMATION. BOTTOM CHORD PLATE VARIES SEE PLAN _ FOR WALL LOCATION MIN. 2x4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO 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 8 SCALE:NTS SIMPSON LSTA18 w/ (12)10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( SCALE: NTS ;IMPSON HUC410 w/ 6d INTO HEADER & Od INTO BEAM - SEE tOOF PLAN FOR MOI VFO SEE FLOOR PLAN FOR TIE BEAM BEAM @ RAISED ENTRY MASONRY WALL 4 SCALE:NTS 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 A INDICATED ON SC EDU E/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT �A� SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PLAN FOR 0, 0 SEE PLAN FOR CANTILEVER IF INDICATED CORNER a SEE FOUNDATION PLAN FOR MORE INFO Al COMMON BM. ATTACHMENT SCALE:NTS SCALE: 3/4"=V-0" 1 MIDDLE BM. SPLICE OVER CENTER OF POST 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 —J • OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (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 FOR LOCATION AND DIRECTION 1/2" X 4 1/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE:NTS 2x STUDS @ 16" O.C. SEE 1/S5 FOR SEE PLAN FOR w/ SIMPSON SP1 w/ (10) 10d ADDITIONAL 8d NAILS AT VALLEY TRUSS N NAILS AT BASE & SIMPSON OUTLOOKER 4" O.C. INFO. SP2 w/ (12) 10d NAILS AT TOP r EXTERIOR SHEATHING INFO. " ATTACHED PER 2x BLOCKING BETWEEN STUDS 2X4 STUDS w/ SIMPSON NAILING SCHEDULE TO TRUSS W/ (2) 12d TOENAILS SP1 w/ (10) 10d NAILS EACH END ( BETWEEN TRUSSES AT BASE SEE J/S6 FOR GABL (2) 12d NAILS TO EACH VERTICAL MORE INFO. TRUSS LOW ROOFNVALL STUD) SHEATHING ATTACHE D PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d 2x4 BASE PLATE W/ 1/2" PLYWOOD NAILS @ 16" O.C. ALONG W/ SIMPSON LSTA30 w/ SIMPSON MTS12 w/ (14) 10d x (22) 10d NAILS OR (2) 16d NAILS TO 1 1/2" NAILS TO BLOCKING SIMPSON MTS12 w/ EACH COMMON BELOW @ 16" O.C. (14) 10d x 1 1/2" NAILS TRUSS/ FRAMING i TO FLOOR GIRDER TYP TOP & BOTTOM BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION r22� SCALE:NTS `—• MASONRY WALL BELOW: SIMPSON °.. HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL I 4'-0" O.C. TO GABLE TRUSS OR BEAM . BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN a,. (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS Q COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE �� �Y•7,1���r1 PLYWOOD FLOORING LOW ROOF TRUSS W/--' L (2) 2x6 BLOCKING UNDER FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE:NTS DETAILS &SECTIONS N O Cl N ``��tAlielit�fft MO LE W,,t- �± F co ' No PC a r •'t To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. n E �p r Q 8 N J N FA V n u 0 U: ymv� LL °' x Q faLLLL a W O � O �0 -a� OC u- � a Zcc'LZ �AN M Oi ad Z VUp � 7 0 � z N � z z n� m- $ m- V I N^ z o W — to w V � OW Ul TLn C L.1..1 J L— E = L c Q 0-441 co w z a0M J l.L E y tt W o A 'as >� �� Z® E E a0 °wa z E O oa r 0 <0 a ? w� N i o °do m0 �C -� o�oLL U hO'<W Z Z J ° f 3j ¢ gd Z Z go W d 3 U 2. ao LL� yH 1� o w mo mo O � z s < z3 a� o c5 �O Ln J Ocm B O L � 1 v N .-� > Q o Cfl [ m E r O � � N = r Lo r 2 00 po�j rn rn O M N o Z ZE O cA E a E .. m U � Q p JOB NO: 21-4272 SCALE : AS NOTED SHEET NO. D1 �i P MIEN THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF MASONRY WINDOW BUCK • 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 T( 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 WEATHER CRESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIC 1. Cut, fold up & temporarily secure � resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL oO COMPATIBILITY SELF -ADHERED FLASHING FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN ---, OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOIf UNDER DECKING ED FLASHING (SEE DETAIL WP07) 8 2 J I- SELF -ADHERED FLASHING WEATHER RESISTIVE BARRIER ►_FA 0 %70 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-l" 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 NAILING FLANGE SELF -ADHERED FLASHING -� DO NOT FLASH OVER 2 SEAL TOPS OF JOISTS BOTTOM NAILING p UNDER DECKING O (SEE DETAIL WP07) FLANGE SELF -ADHERED FLASHING SELF -ADHERED FLASHING HALF ROUND WINDOW ' EXTERIOR DOOR WITH DECK SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER SELF -ADHERED FLASHING PRODUCTS DETAILS r' r L/•1J1111\l] I Ll1J1 M1 2 SELF -ADHERED FLASHING DECK JOIST 1 2x FRAMEWALL TILE FINISH - WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO 1/2" DU ROCK--------_ PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions In each detail that corresponds to theOf Refer to the number marked as Pin numbered items in the list structions below: 1. Install self -adhered flashing in order as shown by numbers 8" CMU 2. Install flashing and weather resistive barrier to form water shedding < laps 4" OR 8" CMU 3. Self -adhered flashing can be substituted for building paper (PER SEAT DEPTH) 4. Split the release paper using the ripcord (Split release on demand, FILL WITH GROUT 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) SLOPED MUD BED ° 6. Fold as shown by arrows < 7. Angle of comer may vary, adjust folding of the flashing accordingly to fit tight to comer VINYL SHOWER PAN H a 8. Mechanically fasten as necessary I SLOPE < F-- 1'-4" PER PLAN 1'-0" PER PLAN SHOWER SEAT SELF-ADHEF Q W fn m Q SELF -ADHERED FLASHING OUTSIDE CORNER /- DOOR ROUGH OPENING - 3/4"-l" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR RIM JOIST WINDOW UNIT SLOPE FLASHING REQUIREMENTS 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall (0.6 cm : 30.5 cm) include flashing as described in Section R703.4. SELF -ADHERED FLASHING EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water CEMT. FIN. within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of BUILDING PAPER draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The 20 individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. 1 SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER imili Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED ASPHALT RUBBERIZED INSTALL SELF -ADHERED FLASHING JAMB & HEAD NEEDED IN CORNERS ADHESIVE ASPHALT ADHESIVE THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied FLASHING, SEE FLASHING SELF -ADHERED FLASHING shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes g 9 pP FLANGED WINDOW (SEE DETAIL WP01) used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the SCORED entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and EXTEND A MINIMUM 6" RELEASE PAPER TO ADHESIVE ASSHHOWN)SE contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as VERTICALLY FROM BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD 8 2 :LF-ADHERED FLASHING ,TCH HERED FLASHING 1 2 4 5 shall be Installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the 2 following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 6 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 7 drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. 1.3 1.3. In accordance with other approved methods. SELF -ADHERED FLASHING INSIDE CORNER , 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMAANDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. �Ground� 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB ISF LATH J: WRAP DP WRB ONTO z; z a� a Cr a a = W U W W Q2 � 111 Lu W O x U) THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE PLASTER STOP THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. CONTINUOUS BACKER ROD & SEALANT DRIP SCREED PLASTIC ACCESSORY A SOFFIT/CANTILEVER 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in autters. Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) o 0 DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS S STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB 11 1 \1V/ !1SF LATH ER STOP A NUOUS BACKER ROD LANT VTITIOUS FINISH Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all 0 CV CV CV 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential An Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 a E g8 N O N m {p J Ilj J LL w W �r-ao M y j a u_ a x Q J' u- a W Z11 L m �'�C� X O co in W Z ILz LO M Z Cry 0 cli O0 0 U � co W OD❑ � z M z � � z o Q v J a � N - M z 0 �N o (D M W U � � Q) O t/7 W 8 t«V �tn c '® U iti LLJ J F- L E VI z0 Q s�o O �w Z M z0� U_ E wo �� `® Q E OV �1 ' a oD° _ O E cli a o ao o ¢ az x� N� C U mo zZ ZCn r J N O 0 . Q W g f� d 3 6 Z go a W � �LL Nr � W Z �F o NT is a �3 LJ O M 0 00 > v N .-. •- a, 0/� U O ICL � ai n) E Cal N r Y T _ = 00 rn N r E N 0) co N Z Z E O M m 0. E o 0 -1 a io Q p a�i J JOB NO : 21-4272 SCALE : AS NOTED SHEET NO. WP HUR�RI Mv Mounting Brxkats 00 Gau90 41 /2' x 4-112' x 2-12' Bad Crioss Support (May be cut to W) See Anchor Schedule ��re. Right Bracket (16 Gauge) soft 112" Dfa A325 Gafv. (TypJ 0 0 '14 Seif0iihng Screw$ 10-5I8" A/C Unit Bottom Edge Hurricane Strap (Typica h 3 in front) WaSh2R Front Cross Support Self-lockktg Nuts (May be Cut to W) Left Bfalckd (16 Ga uQe) 014 SNf-0riling Screws Thru Brackets 6 Back Cross Support Into A/C Unit Bottom Side (Typkal: 3 each side for hurricane use) spls66L emaciation. onow-liats. aaeor r.aa.aa .all to vA aP*"" iIrre� Am Ram Itialsod Sod lDawtrt (Bi iaW Florida Dbperlmart of Blnaess & Professional Requisition Prey 1 oat Building Coda and Standards f 2071 fhnductApproval Application Detail 20 go an 11(g V"M Manufer3urar � S�(�iertrbrr V-0doWsa Validated! am.~ FMC Avrovd A� ¢ la AlfinmtlonQum 2020 Smart Vent Preduda. fM. u ed.W Qm Nennes F.Nleetp P E. Loop Bald"P. E. 12PI6f1020 12AGW20 1242WA20 Approved smeary: smura Cekprrrta far'! 441436a P&73T7a (334, MD-ISDO 11Iu6Col.aW. Product tlbrnfealesa R-110 nlo.•s �" New Tetltnrrgr Carrpart.s Mdhud Evabadrn Report flan a Florida Re0stere4 Are Nd are Lensed Florida twmuamkmm Prarm.l-d Engineer Sid 8 godbLanuSm AOOroeW latllifi for Uri AporevedfarlIft gwakkmm kribact BMW" 0edw B3=0 1 SrsrtVaM Modela540-St0 Ousi Fertdnler Floal sal V..m Vent 12(31rim Y- Yes, N/A .100F100 2 SMrty" Motatla/54P511 Ease Frehas Peood oral V.s-alert Vert 12Rn 1202(1 Y- Yes, NM .100A too 3 S-rVsd Modal 81540020 lalydard Flood lark 12(31 f1020 Yao Ya NOR .100110D 4 .Modala1540421 arrartVa Ie.Obd Flohome m 17/31 r1 0 Yes Yes NA .1 WA 100 5 SrrdVWM.der 01540.624 16{I}rd, Clage0dr 0'AI 12f3JIM0 Y- r- NA WA 6 SrorVant Meld a154p370 Weald tube k.dded Fl-Yent t2f31f2020 Y- Yee NA .100At 00 7 branVeM Model d1540474 14589p, bangs Oar Psoad Vat 12f31f2020 Yes YM NA WA Florida Deperlsinert of Business & Profess onel Regulation Bolding Coda and Standards Product Approval Application Dealt Peg. t ai V141=21 211111. ad:.ac 292 21M pat Inorganic Lsa Tape version esadadurer Co-t" Grkeer lLlwm "helad as Validated Sb ad naC Norval atom Revision 2020 Drexel Metals. Inc. Jaer en nas tie Tadlary R. Paled Late Soda P E 0&r102020 0410Mr2021) 08202020 10n WM App>ed Calgary: Rating IS0213ai-15i1 Pc7402/ (334130D.1800 eDCatepry: Mod Roig x• tem-rrr.Pan Cvrpauloe Method E-.sere6. R.W f . a Florida Registered An or a Licensed Florida Protes.l-d bn", LmnmaLuom Mtrimuk a Aprowd for Use AnmvwdfwUw Immd Ikon ;Aq jyreeret MWat. Number a learn In HVHZ Cut" HWQ Ella, BI Premium 1 Drersi Mats oft rig Symms OeC 1 Wide OW ISM DMC 1758, DMC 2DD8. 12 irim Y- No NA .OFiao ONG av Florida Deprtient of Business & Professional Regulation BLaldrg Codes and Standards Product Approval Appfi Mw Detail Page 1 of 1l/2021 £g9! attsr as grit 2ML29am Laid bald )(sum fYuliblatiR ! e YiiaLLBt yd9od MACAW sec Name a himLsd ima Revision 2020 Thera -Ted Corporag- Sews JaWwe- Lyndon F. Sdasa. PE RVW J. Kag. P.E. 07232020 07r12A(020 07290020 10113f2020 Approved! Cac.gpry: Exterior Doors 1600.843-rm PE43409 taeAfa78553 S6Cdapery: awhghg Eaeles Done Aso-esse co Car plMa rdhod: EveMdbn Raped torn Florkr Ragiderod Arch"o a a LecasedFlange SAMOLBUUAUL Prdeesi-ei Engineer ;tit 990" M Acroved for u- AWrovedifl, ue In RM LAM �lL luow 6Mt ggm 3�a 1 aThertns-Try Rb.r-Geaeend S.wean-9M N." SU306 aqua lawdaqud: OPaoa 1Mt2021 No Y. Yea WA Cagaata Edga Fbsyass Slagle Door rrswyOareNO Xcol~lian) 2 b. Th.-I-T. RberGa®c real Samb-Sesr "sand Sam a &qrQ eneWagwt: CPM 12f312021 No Yes Ya WA C-saka E.Ya Fhsdas Slide Door air sedaae(sl =figi0uta sv XO. OX a OXO 3 e. Thermo-Tru FDerpesse sal 9noote-Seer -.I Narerr ai[3i:6 aprK e.iWagnpt:Opaque 111312@1 no Yes res WA Caw -la (Sid. Fesp-s 0". Dees sa or wad Seri-/MrnydMAn¢ XX or 0)060 a d. Tnertns-TN RbarClaarc cal 9awodStar arup.rsrsn rblrsw SSg80 aa+Q.roadaqua: LVeae 12n1202t No ra ra NIA OW"M Ease Fbaiesa Single Dole --sescia-" Xessal-Ron) 5 e. Therms-Tru Fiber -Gape and S.-th-81a1 "ales 61"t&*.a rpetaqud Coe- 1203IM11 No Yes Y. WA Capers Ewe Fbsyas Seigle Door min M*W,l a,". A7ues ing: XO. OX a OXO a (Thermo-Tru Fibs-Cbasrr real 8nodtraar oaataese-a) r&arnd a&I56;D Squd;lmpedbqud_Cpye 12f3/fmIl No Yea Y. WA CentPap Edge Fiberglass Double Dora sale or witwA Sidearm (hW1RWOutawin91 XX or 0)= mrara6-s) 7 g. Tnemna-TNT Fib-0-rw s>e,oan-s.r ".vitelaaxse;e awaratp.davna. taa.d 12n+12021 no ra ra WA Composes Edpe Fiberglass;Sngie Does ,iraanrWoula. g Xz-aynN-) a h. The.na•Tlu RemKlosac ra 9noornSlw ""maul 6116179! &gird leppt4uot. Guests 1NJ12021 No Y. Yes WA Cahpats Edo Fbapaaa Singh Door sir !.li.I.1 (k.,..hgiotdwnag: XO- OX a OXO 9 d SrbodthStw 1. Therina-TN mvia ..men.. t laerw,d Bear3B.6 bad xpddgwi: paean 12f372W1 No Y. Yes WA Caroate Edge Fiberglas Double Dos ads a .WOA Sales- 41,19"Voutswelg XX or O)OLO m+pratorsh AMOM for Uft Air UN kAw 21" mg agiaLloamn r inH" 1 RWA t Emus 12 I.Thems-Thu ,.!C=_ale Smadi-Star FkrrW aYDi96rrdl.nped&and: GIaW tY3t2ag1 No Yes Ya WA Canaria ras. rbapase Double Deer N or vslaa edit o1-sydlnwhg; XX or GXXO 00'4--11 Florida DBpaAasrt of Business & Professional Reguirtlm Buidirlg Caries and Stardards Product Approval Application Detai Par I a1 14=1 ggW E OW or 2" Leta m a..ma Ogle litat V"on WnurWRaff fad= N.r14DaYissoLt l YWI9tffi slat p2;Ago .err Alm Shalt Reddon 2D20 POTInAnbiso J.as A-..r de9000-G3l wbm'O MCCO-VAL W192020 IDogrAz 1124r010 Approved Caresser. E.I dor Dson toes) 4a6.01 W lIlk 315.290 ar4rc41er;W. SBda9 E.Wor Door Aesmbliis Air c=II_ Mahal: OWN.". Mari or Lie" a gmdkA Ora egasV84fCrlse alienated for tMe NOW gala AW& t In HV 8 Qkedb d ell Emig" ad 9 SGD4570 (LAge Me.ris Inroad) Vkty Sed.g ryas Does 0444=4 Yes Yes Y. NM February 12, 2021 PRODUCT APPROVAL SPECIFICATION SHEET(2021) 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 CategorylSubcategory Manufacturer Product Description Approval Number(s) Test Pressures Expel Date 1. EXTERIOR DOORS 11hermaTru A. SWINGING Fiber -Classic and Smooth -Star (NOWIMPACT) FL20461.1 +67.01-67.0 psf 12/31/2021 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2021 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2021 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf 12/31/2024 PGT Series 5570 FL251.9 4/14/2021 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/35.0 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248.10 +30.0/ 33.5 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 NIA (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/8/2023 PGT Series 5500 FL239.2 N/A 7/30/2025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/16/2024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL.243.5 N/A 4/30/2025 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2024 PGT Series 5500 FL261.1 N/A 5/26/2026 E. OTHER 3. PANEL WALL James Hardie Building Prod. Cem plank Lap Siding and HardieP lank Lap Siding FL13192.1 - FL13192.2 A. SIDING N/A 12/31/2023 B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +75.01-75.0 psf 12/31/2021 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2022 B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328 N/A 10/18/2021 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Oil Ridge Vents FL16918.1 - FL16918.4 N/A 9/9/2026 Florida Metal Products, Inc Vent RV 10 FL21580.3 N/A 12/31/2024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.51-97.5 psf 12/10/2025 E. ROOFING TiLES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +0/-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/31/2021 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12/31/2021 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES 11W Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A 12/31/2024 MITek Industries, Inc. Truss Plates FL2197.1 - FL.2197.5 N/A 6/30/2021 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 3/31/2021 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A 5/21/2022 Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A 5/25/2024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) N N Cn s -Cu Florida Department of Business & Professional Regulation Pape 1 a3 � 0 +•+ Building Codes and Standards Iffrw L Q Product Approval Application DeftH cD Q 0 0 •� }a W V/ a" � C � U Cn MUM version YamltaelOC L� FagIl.A.610M vdrded� YaftWtl eH�al A -led CU U) Revision W20 Therms-Tru Corporeal- Steve Jaspenan Lynda+ F. Schmidt, P. E Ryan J. Kama, P.E. 0723r202a OTn272020 07292020 101132120 Appl..d Tt -0 Calory: Exterior O.as (NO) 843.7628 PE-4W9 (813) 767.6555 V O �./ Subcategory: Swinging Exterior Data Assemrles siupersan®dermaW.tO + ( rowe m llaNdbod: Evaluation Report toma inL r a Florida RegiaNred Architect as Lk-sed Flodda Q 0 Z Prdaalond Engineer J E U_ ca CU > ausifty AdaovW is Una Approved for g use1 Wy3 u 1WA lerorra Mttd.L*AM NaeN rods, i� In HVHZ ouwdo NVN= Ft>�R 114.tlBat (n ^ O 1 a. TbeorosTru Rbar-ansic and 9modh9rr Naaned 68A36A 6qua:kpadaquot Opaque 12012021 Y" Y" Yea WA ' Sy.�- CbipOate Erg* Fiberglass einpL e Door f ^ }a (hvdnyQuswing; X cm4gureo-) Ln 2 4 Therm-Tru Fib-Clesaicand 8-olh-Star Nadnd 86639:86qud:hpad&wol, Opaque 17J312021 Yes Yee Yes WA v, O ♦1J CCmpodr Edge Fiberglafe sa01a Dwvkn adeae(3)(Imwirgpufeno: XO. OXcr OXO �1 �i1 Q elerfyureli-.) ii n+ 3 e. Therms-Tru Rbe a.,aic and S.-@,Stw Nominal 69439:8 Squat krpctItWoi; Opaque 12I312021 Yes Y. Yon WA Ow poe to Edge Fiberglass Double Door with or wlnout Sddta itni wIVOW wing; XX or OXXO configurational 4 d.Thema-Tru Fiber-load-rg9nodh-Slam Nominal 8&INUP dyoa;kped&WQ Opaque i2/312021 Ya Y. Y. WA Cmposte Etlga Fiberglass Sny..Door ihsAng17aswlre:.X c-fqur.bw 5 e. Therms-Tru Fiber -Classic and mo0tlt-Ster N-end adA39p 3Wct:knpea&qua; Opaque 12312021 Yes Yea Yes WA Composite Edge Fiberglass Striae Door with addle(+) 11111inyout.M.9: XD. OX or OXO a-fipuratl-s) 6 fTherms-Tru Fiber -Classic and Smloah-Star Nominal e8e39b&Mwirpeodquo: Opaque 120312021 Yes Yee Yes WA Canoodle Edge Flbergla» Doable Doorwlk or 14had addta (ms.Nng)Cutvdng: XX or OXXO Cca6Duratiend 7 AThemal Tru Rber-Claatic and Smooth -Star Narl, fi81i3g;8 MNa;kpaa&plot Glazed 12r312021 Yes Yes Y" WA Cornpodto Elbe Fiberglass amgo Door (huirli,oJ a r": X e-iguredodl 6 h- Theme-h lu Rbor-Clesalc and Smooth-8rr Nadnd 66039:8 i1quatArpea6oupt Glazed 12)312021 Yes Yea Yea WA Carpodto Edge Fiberglas Singe Dorwkh addters) {InsnNlg47dsWlg; XO. Ox or OXO configured-e) a I. Theme-Tru Fiber-CY.ssic and Smooth -Star Nrrinal S&a59;86qua:hpd6rUot Glazed 12GI2021 vas Yes Yea WA Carpce le Edo. Flberger. Daub. Door wait or wtnout addles (InadndOaswln0: XX or OXXO e-apunali-.) 10 I. Tnemle-Tru Ftsn-CI.We antl&nooh-Star Noland 6&a3B06goa;krywd6qua: Glued iZlin021 Yea Yes Yes WA CWW*a Edge Flberglas Single Door (hladnglODtawire; X t-,pueeal) 11 k. Therms-Tru Fiber-gasdc and Smooth -Star NaNnd a8aln.10 ua;Itpaa6qud: Glazed 1=12021 Yes Yea yes WA Corns oar Edgy Fiberglas Sin" Doorwkh addb(s) (ImsingX)uswing; XO: OXor OXO configurations) 12 I. Trim --Thu Fiber -Classic and Se ocBr-9ar Nominal 66939A.8qua;kpla&quot Glazed 12/312021 Yes Yes Yes WA Conpoete Edge Fiberglass Double Door with or wthad Siddtaa (kswing)Cutsveng: XX or OXXO c-6gunllon.) 13 m. Thenne-TO Fiber -Classic and Smoothaar NaNnd 680331 aglrWinnedBquct Cpaque 12012021 Yes Yes Yes WA Campanella Edger Ftb.rglass Snye D-111 &qud;NrHnpd8qu.1; Sd."e l (hadng/Outraing: XO. OX or OXO omtguradaq) 14 n. Themes-Tru RberClosde and Smooth-Ster N-znd 6&Ie39is&qua;kpad&qu tOpaque 1=1120211 Yes Yea Y. WA Corpodia Edge Rharskes Double Do Wth &qua;Nori-Irpaa3guot +deltas Onaeny0ulssing: ONO cwgwmdaN 15 u.Thenno-Tru Flbar-Cla.da and emoW.-Ser NrXMnd 46IMP 4CNaimps14,quot Opaque 12012021 Yea Yea Yee WA Conpoahs Edge Fibw*. $oya Door wkh &quct:Nal-Invact not Welitafat (hsWnyaetwlre: XO. OX or OXO c-aguradorls) 16 p. Thenrs.Tre Rberclesra.nd smoah.ater Norinei aaKi99&gaa;kpdaquot Opaque 121312021 Yea Y- Yea WA Campodto Edge Fiblegiou Double Door with 6quot;NoRIrpad&qud; SdNtse On.Mnyd hawing; Out= e-aglnntlon) 17 4TIon -TN Fiber-Clesel.anciamooth-Seer Nadnd 6461139:&&grd:Nat-Irtpea&gla; Opaque 12012021 Yes Yes No WA Carposita Edge Frberold. single Door (hadnVOnIRv g;:X conlgluadon) 1a rTherms-hu Fla-CloWc and Smooth -Star NeMnd8W9;66qud;Non-Imp.tLqua; Opaque i2r512021 Yes Yes No WA Canoodle Edger Flbargb. angle Door win adelb(s) (Inewrgo ite"V: XO. OX a OXO mrourrims) 19 a. Therme-Tru FI -Chess. and SmadRStr Normal 66a39;6 eg1ea;N--Irrpa&qua;Opaque 12/312021 Yea Y. No WA Coronet. Edge Fibwgle. Double Doerwah or Without SSdkes (Mda1n0101d"110: X (orOXXO configurations) 20 1. Therm-Tru Fiber-Oaadc and Snoott Sur Normal a&ae39V &gld;Nominp.d&qud; Opaque 12J312021 Yes Yes No WA m Cpl. Edge Fiberglass Snye Door a 0,Inwouts.Ire; Xconigun6on) 21 u.Th.-Tru FibnClesdc and Smodh-91ar NaNnd 8&M.,D&ryld;N-1rrpad6qud; Opaque 1=12021 Yes -Yes No WA Cmp.ete Edge Fiberglass Sloe Dear with Sddtrs) (Imwlnolothwing; XO, OX or OXO conf ourdlond 22 v. ThemN,-Tru Fiber-Claado and Smer i_^ ew NaNmi 8&i►N:0 &o mNen-Impart&tNd:Opaque 12012021 Yea Yes No WA Composite Edge Flbwglaa Double Door with a wClout Sdeltes (InveingfoutWnO: XX a OXXO co figurate-.) 23 w. Thom-Tru Rbn-Cbsdc and Smrldh-S.r Narind 69439;6 "ot:Nam(mpad&qua: Closed 12r312a21 Yes Yes N. WA C.vcdta Edge Flberglass Snye Doan (snWingrCut-ZX i aliallntian) 24 x.Therms-Tru FDer-(Arian and SmoayrSer Nannd e8Ai9;8&Wa:NOn-Impaa&wa; Glwd 1y312021 Ys Yes NO WA Co nooYte Edge Fiberglass Single. Door with Siddaws) (Insedng43dswlrg: XO, OX a OXO contour all-s) 25 YThemla-Tru FbH.T easdc and Smooth -Sear Maraud 68839:.$"ItAon-trpace&Wd: Gland Imir ll Yes Yee No WA C-tpodte Edge Rbarglass Dances, Over with or without adult- (InsdnyOutweng; XX a OXXO Callputdims) 28 z. Therlra.-Tru FAer-Claedo and Snood -Sew Nom1ne1961IMP atAoRlmpad8qud: Glazed 12MI2021 Yes Yes No WA Calpo.R. Edge Fltierglass angle -door (In"ManutW14: X tenlguradon) 27 za Therma-Tru Fiber-Clesdc and 9noclM91ar Noland 86839A &qua:Na1•impaa&qud: Glazed IM12021 Yes Yes No WA Composite Edge Fiberglas angle Dar with Sddtel.) {ImalnyOdsW ny; XO, OX or OXG c-flourdione) 28 rL.Therms-Tru Fiber-Cliesdcand Snean-Star Ntmineddg=0&g1a;N--Illpeaa:gJa:Glazed I=I2021 Yes Y- W WA Ca rposde Edge Fiberglass Double Goa with or .0 out SON!-(Inswingfo towing; XX or OXXO c-fgureiti-.) Florida Department of Business & Professional Regulation part a2 Building Codes and Standards 15=1 Product Approval Application Detail Salts Eide, or no Lai& Lit IM V"- Manufartunir ggyg(d End- &Lksese validated validated Millisittlid FBCAooneN dc. ; Revis.n 2021 Thsrm-Tru Cownidon Steve Joan. - Lynd-F. 6bllmia. P.E. Ryon J. qng, PE. I0MY 20 071122020 07,042020 10n3=0 Approved coloorwr Ext dor Doors (SOD) 843-7628 PE4340o (813) 767-6565 8WC.t.111ory. S.IngMg Esterla Doer North.. slespwaon@derotaku.to Compllana Whole Evaluation Report tom a m Florida Registered Architect ore Curiae Florida Prafessiond Engineer f31�l6'la6t�i{Idi g,� a ARREgn9faur lmll DRAW Irredrfdrmat_"meerarar- g a Cgdha 0 After In.KVMZ AihWe.l00ti R.,waol Is--- i a. Tmemm-Tru Fber-CNtslcandanood-Sw Ncrund OU39:6 &WCCNm-Ilfpa&qua: Opaque 12fJ12021 No Yes No WA Conpoere Edge Fiberglass Single Door OnadngIoutsting; X configuration) raft IYgt version Recta- 2020 MI W ridaws end Dee. Cs9pay: Elder. Doors "Citaeory: eking Exterior Door Assenflbe Cafyl.nde Modlod EvaNadOn Raped tam a Flodde Registered Ard,*.l era Licensed Florida Prdeaicn l Engineer i ■.dsi. IbMINUMmher o Nertt. i 9ERIE9420ALU93D 2 SERIES 420ALUMINUM SGO 3 SERIES 420ALUMINUM SGO REINFORCED 4 SERIES 420 ALUMINUM SLID REINFORCED 5 SERIES 420ALUMINUM SGO REINFORCED Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail page I d 2 IF42MI E,K,- ➢its 1111111, PY,.PWOW Lila �g(gj Endneve A Laessr Vatidded Be )deg ptdmlutl FSC Amrved A,--t akta Brant Stingw We Roberto Lonna Steven It Lkieh, PE Iwam20 10/462020 10AW020 12tium20 Approved (717) 365-3300 PE-Mll4 (717) 3174464 bdOkgerlilmkvd.com agfta allicoaD SERIES 420 ALUMINUM SOD OXO 12G12024 Am I,, HVKZ Outside No v d for Use H JZ Yes equal l ealWot No Ream PtfWIre, WA 1453/46quotXMI qua: NON -REINFORCED SERIE8420 ALUMINUMSODOXXO.XX 12J312024 No Yes No WA 9B&gIaX80&gsot; NON -REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OXO 121312024 No Yes No WA 145 3N&guatX38&gud: SERIES 420 ALUMINUM SOD REINFORCED OX 12012024 No Yes No WA XO, XX96&quoIiS"qud: SERIES 420 ALUMINUM SOD REINFORCED XXX 121312024 No Y. No WA t436qud:eg6&qud; Florida Department of Sualneas & Professional Regulation Building Codes and Standards Product Approval Application Dealt Par t d2 MIMI ram BIM or Lea 20 Oak, paanm we mm Ytltlm Ventriloquist Contain 9ranser a Litanse validated Or validated automated ESC Aat4Yal ApproVed adia Revision 2020 Dr Wae-Doit.,.avid-d Ovrheid D yn an Dweyna Nlsh John E. stollenJafisy P. Am'. P.E. 1W12M20 Og2M20 10=020 12ASM20 Approved Cdrpasrbm (330)7834121 PE-51737 (904)821-5200 Calopor- Eatenor D.ors dkoet"as)II dadonc Subcategory: Satbonal EXterlor Door Assrenblim om C.opllapea MdhW: evaluation Rapat fRmi a Hall Registered Architect or a Licensed Florida Professional Olglnser at" RorLct Model.1&mba or Moor 0..ft A.� Approved for Use Accr.vadFar Ua Product Description In HYM 95tdds NQiL iww gfdWad 28" leenure, 3 6DOOB1 OW200 W 105 8&M; Me. widlh. 14039; Mar height. Glaring 121312023 No Yes Yes .31.001-35. W aveiNDN in tap a inrrnedlate aedlan. 10 WOM100200e1123 f6&M. Mae Width. MMIK.. Max hoot, Olaang 12131AM3 FW Yes Yes .30.00/43.50 available In top or Intannod eto section. CD Esellessall Z W co O CL CL � U O CIO U `V m Q O L ICU LCU G Q z J z 4 J a SHEET NO, PA 1.0� n 9 Florida Department of Business & Professional Regulation wee I a i Bulking Codes and Standards 1Er2D21 Product Approval Application Distail Se49t Entity a me 2" Doe Pending gggt myae )(ems Modd— FBC Ammxrr JA—i it" Rsvlsbm 2020 Curries DlvWm ofAADG. box, Tom Roney ULLLC Tray Bell P.E. 121102020 121012020 17,2111 Appoed carogil Ewonor Doers ( 041) 494-2813 i,954) 947�04180 SWdadogW Essence Door Components Tomriay@e.rtaoy.ro carig sinlod s YeaCrescaus"en Ye* a us" aware Assurance AmrowdfaUa AMOVedfaUe know aka 1 607. 107, TA, 747. W. 777, and 64T Si and Peas of Rush. (Ral Intl Lo—mod angle ale pairs of 12012025 Yes Yes Yes WA Does haler man aopw. Fiorillo DepertinmdofBusiness & Professional Reguletion rea a2 Building Codes and Standards Al Product Approval Application Detail Qk Roger or aisle no Ci tCtlWo4 An Jim Yffi!m maldim= CointMd EamouLAIN� Yid Dw" UMM FINCAsoold 6glagnd Rm4slorr 2020 MI Nlndows eed eons Smt BRlnyer Amentan Arrileduad $can M Leith, PE 11r22(1 1122iii 112P202o Apprbsd Ca(ell mindless (717) 395-3300 M.nukchlms A—Worw (717) 317d454 "CWolia7- Faratl bLtlngea@mMd.owp Camplk— Oared CrBficc sw Mae. a Ul fF swism" a *.dealt sea)! $oducir D S .ta[t Ii1-w4 i Pressure 1 165 PM 73 x 72 Ina11ekd Glass 0401 123 No Yon No -6011 Florida Depafbnennt of Business & Professional Regulation weer vat Building Codes and Standards pd2021 PraductApprowi Application Detail £t9f Pallid Dale Pending 12� zm )(atM AWMNOM !maid xmwmm Bn yydmp fillasillial, FWAck awl A,,rmv d yMtn Rwwti.n 2920 James Fkrde alaaeg PsgONts. Inc. Chad darks V. AodewTaa Joan southard. P.E. 01M5G021 12n42020 oiimo2t ding F&C Appn CaWalPlural nab taosi5454i]49 Pill III=367.25H "C dOFK gyp Chad.dWftSArwnMad Cartplianea OWwd EwkMm Report tom a a — Raises Readered AtchAW we Uemsed Florida Prakaicna Er4t s r> ammxANNLMR Agorgvedfo Use AmrwndfdrUU UDW Design Iffia? ate! in HVKZ outride HIM 6tdimt $!}sure 1 Cangank Lop aides lbw-cwr" lap skiing 12M2073 Yes Yes NM WA 2 Hardepw*Lap gAss 11ber-owmat lap sldpp 120312023 Y. Yea NIA WA Florida Departrnara of Business & Professional Regulation Bidding Codes and Standard; Product Approval Application DOUR pane i d 1 14=1 S29t 1I or 20 Lett Daft lividdria➢rt mm YmSigh, ate YaWdd IWO= PBGA—,M ll4rproved man R.4i -2020 L.V. Thcmpsel, Inc. as Thompson ArahRaNrM Taay Choinm zedNry R. Priest Stan M ". PE 02mill' 20 09"G d20 Oarad?i 120150'2e20 APdrowd m.W.Comparmy(TAMGO) (SIM248-3458 PE74021 (71T)317-6454 cas?aar. Roosts for yow—b rooftoom "0110garr. RoWill Acoeaeaka that Maas Integral Pad dM RWAV ttywm CenplMna Mrhad Evakmlm Repro tore a Flodde Regisered Araykd we Unarmed Florida Professional Engineer Amrovsdfe Us► AoaevedtarUfa tom ROM $■! !fib In.HVHZ Lvatkle HVHL go h laol a3.iten 1 TAMCO Flat Top 0&R)tbe Vent Nh aaee 1. roe 26 gs. On, roefvakdeaa e4.r battle 09,081 Yes Yes NIA WA 2 TAMCOGooseneck Vid 28 im. 0900112W6 No Yes Nhk WR525 3 TAMCO Off -Ridge Rod VW wed Bale 26 ga. stud toafv*Wftw was "rated btlee 00,00200 Yes Yes NA WA 4 TAMCO Round Top Off -Ridge Vent with Bafre for Tas 26 tK Whet roar"WA*a eras bale 090081 Yes Yes NA WA Florida Depaftnierl of Business & Professional Regulation wad+ al Beitdilg Codes and Standards 1 r2021 Product Approval Application Detail Stria el al all no flab Ponana Bt mpg version Manedaebr4r gp{tg dgbeer & worse l .lk YiBtlMed a andoi PSC AMtWd Ap➢roved A=& ReVIOW b)20 Glmel Proka6am Plodada LLC- Tim Rdaruw, MrMer A Tao Jr, Pi Jdm W. Nnanwm. PE 09MM2020 09OWD20 101072020 12/152020 APProued Cebpas, anutse. (954)86&7545 PC-41187 (9543772-6224 spbGelopery: Sam P..ara lawbrsallDPaM-tall CwrtNlav lam Wausau: eilel Raped ft.. Flalda RedmeRdArdWW or a Umwd F1nWa ProtessiasM Engiraar I &leg Approved for Usa Approved for Use th = gift $mi in.11lrili Lsdside.HVHZ 11,11start Rraews 1 20 Gap.GYvanlmd 0.0 aayd Pener.MVHZ Carmel GO.t. divel gamn Per" .deead/29312021 Yes Yes Yes WA a ad by "a. to Reaiw te.kwro praasa. 2 24,Gage Golmized asset Sborm PeeI&NH1MZ Ca U.Md Ge1lenlpdSN1Sam Pma hissed 12MR021 No Yes Yes WA Or ace by "M Ioproewe 11191cane prow ia. Florida DeparMnerl of Business & Professional Regulation pass I at Building Codes and Standards 1nrm21 Product Approval Application Detail raft am ➢ n 11m.Cinaw 20 mige Yusion wAnufackm Fill AwmvM mp(II� iiLt Ra11am 2020 MiTek In. Pia Y1pkb0 IOC Evan agm Grace. LLC ICC Gveluabn Bernice, 1(110 20 OOIVM20 10H IIM20 Approvsd rabgoey: Btrdaural Crmpwerb (252)SQ04035 LLC srbcdegvryl Truw R.Ms ewewdwm@ns, (205) 5W4B00 Cvmp her," Maihotl: Evaluation Repel five, a Product &W.Won En1A esekltrlbyeiadrd.. SkVKAUIMM Approved lar Use milli IN= 2tim MA Lou inmwxz 2dd&Mdfi atlMa[t p- 1 Miasma 1s (R spa %p wega house connector pede g61302021 Yes Yes NA NA 2 MI 16 18 gL We" cMm ek, plate ovio2021 Yes Yea NA NA 3 MT18M 1s¢Mga ""AM a'eecdnbMaf4eh Dal Yes Yes NU WA 4 WT20 20 g& am cw."W om DalYes Yes NA HA 5 E4120F1a 20 1 b" ie.ar ald.tbnneda plate 00130 i Yes Yes NA N/A Florida Department of Business & Professional Regulation Page i i Building Codes and Standards 1512021 Product Approval Application Detail 291 tLeuda NJ Iuz Vismi Manufacture & Upara. Yal u VIIIIII F13CI film& AfWA'Wft 2D20 PGT Induaiies Jan. Rotaww etao*Dada BCCO-CER FYamMDadaaCCO-VAL IIAWD20 lini 2t1 11111r2020 Appraed cereal Wlndo— (941)486-0100 (786)315-25M 8u1b0isoel : Fixed )rosesmM@ppindrap)eae Comp+laneaPlaMow Cerdlcation Mark& Liol rim Q Auctioned for Use Amrewd fa U, muna gagm 3.tgl P—WYadAllunh.rorYams Product Description cowered: Ematrdlun wee MFIVFi2 sleds NVHz Rvi1si En}8u1 5 PW55201L91ge Missile Impact) Vmyt Fixed Wndm 0441021 Yes, Yet Yea NIA Florida Department of Business & Professional Regulation peps 1 ai Building Codes and Stardards ianml Product: Approval Application Detail 5.84! lnSrs J1ilt LKt a§tt9�m Bl[S must VArg- Sbutad Eoalosi Uses, v.eima a Yitlrtm "Miliad F&C A-MV l Egltaratl Reuskoh 2020 Ale(0e Nook Thl4npem Lynrbn F. Schol P.E. Ryan J. King, P.E. 1012WM20 IMM020 11A22020 12115=20 Approed Cassel. Panel Wd15 (330)022.23W Pr.43409 (813)76T4M5 aidCata11pg4 Soria rthornpsmillishede.pmn Compliance Mod out Eteuffli Repe4 tom a Rol Registered Alcohol M a Ucarsed Harks Prdessiond Engineer _. GUMMY Assurance yl wodfa Use Amroved to Use Im■u.-. pnkm. eMe Product Model. Hunberw Name Product Described, Conseil Esaailan Doe InMOMoutatde ffri Rodstars 1 b a wd;2Thwd*, acres Vent or'"d Yard Salt 12/Si2021 No Yes No WA 2 b. ewat'Asknq 748Rud; $dm VmrkorSdrd V1 solfi8 12A312021 No Yes No WA Florida Departnent ofBusiness & Professional Regulation Per i pit Building Codes and Standards Ift=1 Product Approval Application Detail Goh En#W or- am LMa Cis Ra vendon manunL=or contact indp(eaaucense vwfmtdey vandafd 3t4bmlrtd PlICAmroval aaa(giQ RWSTan 2D20 Fro.Ma Metal Product. Inc. clam".o Jones L Bucker, P.E@ Stevan At.. Urkh.PE 09272D20 (191 IOM42020 12ROM20 Appraod CaooW Rooms (404)741 CBUCK Enghmaring (717)317.8454 SLWA@gnrr: Roon.p Accessonesthat are an davit@aamdo.com PE-31242 Inegrai Pan Mine ROMO *Vuon Cdrtpilanoe#leBlpp: EvduNlo. Repro frown a Florida ReglamrotlArch(tat ora UOmsed Florida Prdassk" Engineer tltitit .: Amroyedfa Usa Amrgyadla Ws it= Dedw ANARedd YedY_ Nrmber a IYnr. burede NUNZ 33 3-FlAMC04gmpt:RV fOS!!1 VaM69ud; Aluminum RWg. Venta for Picad mole febripatad 1201202{ i0. No Yes 1NO WAIF soon (.025' Aluni Florida Department of Business & Professional Regulation Past a1 Building Codes and Standards rnrm2 Product Approval Application Detall fs(k atRy .lie no 00 Pending .tan L M Vain YiOMffi Submitted FBS A..Mm i. Eg¢um 33;Aa Revlakn 2M /W ATMina SWkersand Glass Mike samien Frank L. Bonnadv. P.E Tray BMiap. Pi 10 aii i(11752020 11 OM020 ivio2o20 APPmwd Casgol 8huten (581)712-e862 PE•0040549 (964)9471 6trbCawgary: atom People mikeb(lalkmaicmahutte Compall Ildhoa: Menuatfan Report soma rattan Flonda RegisNmtArchbotora LLaensad.FTori.b Professional Er,@naer man guests, Assumed, contract Essential oaa Apar,,RdfarUm InH)RU Outside HVKZ gg)el is llaetP■ 1 Was Galvanized Sol Slam Ponds 24go Gdvedzed Sad Slam Ponds 12,31=1 Yes Yes Yes N7n Florida Department of Btsiress & Professional Regulation Page 1 or 1 Building Codes arid Standards 19=21 Product Approval Ada.111Cadw Detail gsa! rmtv Lott Dal !?K*fta.ro no 1YJ]4 kKMM (iaotlkCura 'Callan ltilfOA" Ifaltmd ia.atialt Ell AddS4N uApprovedaim ReWsbn 21 wgamuuear Rob BeldrAn ICC Evdeebm Sehke, LLC In Lean. P.E. 10113//1 Applied For Ca"perin am" (253)924.8476 (600)839-1 SubCdoill Engineered Lumber ft.riart.BSldWn@wayrlR Compllake Method: Evauaion Report from a ausar.can 'HANG 411Redtla Pradud eAlwden E'atsy - _ sea" Router Yo(Y. Namr a Name A,— Corirart BmIrMlosao AQuality ddressed jar Aoargyed in liv L for Use O"Cb Nllki ILDoout rAdom geYva ef9.Mmft. 1 kecnriarn LVL Lemested Verner Lumber 03111 No Yee NA WA 2 Pereftem PSL Parallel Strand Lumbar 0311 Nd Yea NIA NA 3 limseSrtend LSL L. ated Shand Lumber OU312021 No Yee NIA WA 4 TJ Fam Board Skuoll Composite L1n'Der a Oriented Smod 03/312021 No Yes NIA WA board Frlm Sdard 5 Wywhasuser Rkn Banrd Oriented Sl.end Bakrd Ill Bold 03/31r2021 No Yes NIA WA Florida Dope rtment of Business & Professional Regulation pagei al Bul ding Codes and Standards IAJMI Product Approval Application Detail Stta Eihlot a" 2" Caro ponLvm litter mm version ManTdssguu lei Mndnara uerles validated By Yellddtfd PIIC Add Approved ataim Anhm0lon 2020 PGTlnd dirks Jana Roaaws(a M.A.Cade SCCo• CER -Magri-tide SCCO-VAL 11:D5I 11rV52020 11H IQV20 Aprxousd Cdowy:,Wnaow. (941) 486-0100 (786) W-2590. SpbCashow : Snals Hung )rvatw-akT@pgglxNSdeae Compll—Mdhod: Coruscation Merit or Usdng om MOM ! 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Amrww fa iNs Ayrgwd farm know DHIM inHVHt 1 GAP Asphalt ReaShingles Fboryaas minlared 34ob, ieminslod. 5-tobInd 121i'll Np Yes HA WA MpRitlgm asphalt shingles Florida Department of Business & Professional Regulation Pager 1 at Bolding Codes and Standards iflAw Product Approval Application Detail Q91 solely or .Bug gat Date PlIIdtlg .go my■ YMikD liar fintinal &tjse— vaemted ev YidalaIImulmi Fee Placental B—V d Wants Reviaimn 2VA Lomanro Katrina Jolley J.mea L atclow, P.G. starer, M. W ch. PE 41)23I2020: 11232020 11 MG20 ding F'BC Appn Caaaaty: Ronne (501)083.6163 PE-31242 (717)317-8854 SnbCategool RoolnOAzeessmn that amain k)dley@Iomanco.Wm Integra Pon olths Roc(Ing Sysdsm Cal piano Mdhod: EuM.W n Report sum. Florida RegNferedArehitect or&Licehaed Florkis Prxdasimd Engineer Aeas prarwashe OtMWA&Atmco Braun Mta.ge Contract expiration Date Armrowd for Use App(gygg,far ,Use, InWkim Ski gaged ieflldaot poem Ism- 1 Deck -Ai" DA-4 aTRFBuik Dsoh it GA-4 Low Pool Polil ykna plastic, Rod Vmi ivia 025 No Yea No <97.5W-5 Meehamray Attached 1s P1 Woad neck. Florida Depalunerl of Business & Professional Regulation Pegelal Building Codas and Standards 10=1 Product Approval Application Detail Stall f M or- Lit LTt p h pen Era Lit Must version mnuracwra efg 6liieara ucarw Ydldded Bl StRunnI(gg PSC Acel Apam3a4 an& RCNako 2D20 Arne Stusd Lewis ICC Evelua8on SwAce, LLC Willem M. Rani PE 10012020 1Ori=20 11MS2020 1iffl,5 020 Appraed easel Shudurol Cmmpmwwnts (321) 710-3377 (407) MI4917 LbCdsgory: Truss Rake aewkg.tphew.mm CampllrKe Messed: Ey ion Report from a. Product Ewitagon Enuty . Mali Nrsebr or Product 13iftersdual Cwtrattfn*atlwatt A W I d fwU- Approved for Lice. Ir lBlit Lkgaty Ntrtfi limffi BoWMMt Dow -Product gaswrs 1 nW ECGVOm Highor Strength (H Semp;:at Meal Colim" Flak 12(12024 Yon Yes N7A WA 2 RW BCGJAVM Hands Plea Metal Connector Plots 1 7PJ12024 Yes To, NIA WA 3 nW BCG/NO- Tmkr Metal Connector Plate 12I312024 Yes Yes NIA WA 4 ITW SCG/Apir.e Wave Metal Comm flak 12131=4 Yes Yes NIA WA Florida Do pertinent of Business & Professional Regulation P■D.I an Building Codes and Standards lm l Prod uOt Approval Application Detail Cgtk EFY.La J70a Zile Da. Metal, 295 11F12 Ya[ilg0 Manufacturer contact shallow & License wamw at VAdMd SUWW#d Pali Approval ReMsbo 2M CAST-CRETE USA, LLC Craig Pmreo mknl-Ded. BCCO -CER Mlaml-De..k SCCO-VAL 11202020 10212D20 Itil 20 Approved Caesars: Skuctural Components t8131921.4844 (788)315.2590 9.bCdepory: Pmauda lareduwd ass R..uk of q.nho@c.doete.com New Techroll Coneillence Method: Certification Mad or Listing Amrawd w use Approved for sae kill" gg� tkQi Product Model. tamba a oar a In.MM outsidei Iftgi■rt. 1 High Sraegfh C of L11Uls 4.6.4. Intl 12Inch wide tmds 0WIM2 Yes Yes MIA WA Florida Departrnant of Business & Professional Regulation pw,t or Bilking Codes and Standards tAW2021 Product Approval Application Detail Florida Department of Business & Professional Regulation Paee1 al Building Codes and Standards Iri Product Approval Application Detail .tidal .0 Q Q CU cn CD CU O O C O O W 0 LL O O 2 -0 V / Q Z Florida Department of Business & Professional Regulation Pop i at Building Cods and Standards arm21 Product Approval Application Detail gs k water or gas Pat Pat PK.m .tat! zm Yadga I dYUL Consul foonKLMOM wddedai vwwgd ShMd FBCAmmwl Jlao iCiin Reinert 2020 TAMYO Building Products LLC Kum Eda Ruben NNMnen .John W. Knen i, PE 101141 OWSli 10n22020 1211=20 Apprww CMsppy: Ranh (417)62441644 1`E.59166 (954)Irl- 24 LU subdat"i UManaymems kern_edmilltamPo.— COmpliews Msmod Evaluation Report tom a Floods RegiReRdArcofte as UcrosedF is Ra/esslorm i Engineer Qu l+tvAssurasce Awravedta Use Amrowd for Use fm Dealer, mi it" Product Model. Wonder or Name Rarest waai-Aa Cabect emrertai DMe In KV1i ,out elegy. 1 TAMKO Ras Underieyment. (HVH2) Rodundedayment, ii in FBC Ill ta/182021 Yes No NIA NA jurisdiction, 2 TAMKO Rod Untarsip nts(NON44iiii Rootundadaymel use h FEC nm4f4C 10/182021 No Yes NIA WA jrisadions. Florida Department of Business & Professional Regulation Per i a3 Building Codes and Standards 1rn2a2i Product Approval AppllcatWn Detall Vale EnM or am LTat Dab Palms- Cat mm version N.hulaeturw Ctd E dn—A Liwras VMMded IW valldided aLhmlbd F&C Approval Aboximed> RaMdm 2D20 Rorer Rocking Anaorea, Rdble IAPMO.Uniram Ewlustion GaryW. Walker 1IMM20 11107/2020 11MUM20 Approved CollegialRoane (601)3805081 Sen+teea LLC. (205)954-01W snbCat.gorr. Raoing7iles RObinAnderem@barel,co Cpmpllanra Wdhod: evauston Report hem a m Product Ealuetlon EnMy Quility Asouraince Accm*adla Usa Apprmodfol Usa RIM 229M _. In M ULIM ENA 1I6k 3exwy-Shake, Skis, Cwnay Slde,.9plt Kid En(Ali FiatProfile - Demx-Demw, CO 17/3, 1�202p Y N/A Thatch 8sm 'P, Ion ad P 17 Saari smil sell aria Shake Flat Ruck-Sfmktol. CA 12139t1020 No Yes NA WA 19 saucy ow- slate. shake&amp: w shake Flat Pleb- Rlalo. CA 12131=0 No Yes NIA WA 19 asawy7W-Snake, SMa&amp; Split Shake Flat "to -Stockton, CA 12112020 No Yes NIA WA 20 Saxonyy 700-shotahl e&—P; SdR shake Flat faro6W-Riasa. CA 42131=0 No Yas N!A WA 27 To)es r�mptia lBercelma Hgi(Rcale-Katy, TX /2131=0 No Y. NA NtA 29 wt. Low -Profile -Key. rX 1=1Q020 N. Yes NA WA Florida Department of Business & Professional Regulation pegs i ell Building Codes and Standards Ill Product Approval Application Detail GM obb, Penalties mSa y,,,i- pg ,f turd coded Smakiver & L ks— va Udod W V ReUdon 21 Commercial Commit, Roduc inc: Rmed Girl. Samuel A C—htmrg John Hay I?JlWD20 1211SM20 1211 dog f6C.Appr, Catipay: grudgel Components (8113)859-3707 PE-34245 (352)5e8-5311 sdbcdegnry: P,,wos lnVodlced..a Rewkol prew5tgotorQyergo.com New Tachr.dopyr Compliance Method: Ewludim Report from a Fill RigleleroOAfMkedor a Uansed Floods Prdeasional Engineer pi1N774•IN'phroa0as 9vik.8iMemg a�;t>zam Approyaraue imp ! Bea s Rpold YodM Mmar a Name �_ Otdalds NUNz ill ate. 1 Quality Precast or Cpmmadal concrete Products Procad and Restrawd Concrete Ueteh 0525202{ No Yes HA WA V Cn If O i� 0 Ls Q a< 0 V L °- U m m w Q z z Q J CL SHEET NO. PA 1.1 . __ _ _S _ -r- . -, rr n "Ir �7 rr. r'qr. 1 11 [If 1 1' 1 Simpson Strong -Tie 2020 FBC Approved Products Updated 12r30e2020 For erect Inks to all SST approvals lifted below, CLICK HERE For addtkxtel edarrlation regarding Flanders Statewide Prodluu Approval System and Mami-Dade County Naaae of Acmptence (NOA), CLICK HERE. FLN233S-R7 finj Product Model. Number or Name product Description 1 Titan Stainless Steel Concrete 8 Masonry Screw (TTNSS) 1/4" diameter Tien stainless steel masonry screw FL#9584-R6 Saa # Product Modal. Numhar or Nama Product Description 1 SD10112DBB Outdoor Accents Connector Screw 2 SD9112, SD9212, SDI011 Z SDI 0212 Strong -Drive SO Connector Screw 3 SD9112SS, SD9212SS Strong -Drive SD Connector SS Screw 4 SDCF22434, SDCF22512, SDCF22814, SDCF22700. SDCF22858, SDCF221014, Strong -Drive SDCP Timber-CF Screw SDCF221134, SDCF221334, SDCF2719W, SDCF272358 5 SDCP22434, SDCP22512, SDCP22614, SDCP22700, SDCP22858, SDCP22912, Strong-Drve SDCP Timber-CP Screw SDCP221IGO. SDCP221134, SDCP271400 6 SDHR27400, SDHR27614, SOHR31400. SDHR31614 Story -Dave SDHR Combo44oad Screw 7 SDS2511 Z SD525134, SDS25200, SOS25212. SID625300. SOS25312, SDS25412 Strong -Drive SIDS Heavy -Duty Connector Screw SOS25500. SDS25000, SDS25800 8 SOS25112SS, SDS2520013135, S0525212SS, SDS25MOSS. SDS25312SS Strong -Drive SIDS Heavy -Duty Connector SS Screw 9 SDWF2716, SDWF2720, SDWF2724. SDWF2726, SOWF2730 Strong -Drive SDWF Floor -to -Floor Screw FL#10007-RB J} Product Model. Numheror NameProduct Description 1 ATR318, ATR11Z ATR518, ATR314 Threaded Rats 2 ATUD5, ATUDS-2, ATUD9, ATUD9-2, ATUD93, ATUD14, ATUDI4-2 Aluminum Take -Up Device 3 BP3/8-2, BP112. BP1/2.3, BP5/8.2, BP50-3, SM, BP3J43, BPRTUD3-4 Bearing Plates 4 CNW318, CNW112. CNW5/8, CNW314, CINW518-112, CNW3r43r8 Coupler Nuts 5 CTUD55, CTUD65, CTUD65, CTUD75, CTUD76, CTUD77, CTUDST CTUD88, CTUD97, Coupling Tako4Jp Device CTUD98,CTUD99 6 N3. N4, N5, NO Heavy Hex Nuts 7 RTU03, RTUD3B, RTUD4, RTUD4B. RTUD5 RTUDB, RTU07, RTUD8 Ratdre4rlg Take -Up Device 8 TUD9, TUD10 Take -Up Device 9 TUW38 Take -Up Washer 10 URS3 3/8" Uplift Rod Run Tiedown System 11 URS4 1/2" UpM Rod Run Tledown System 12 URS5 5/8' UpM Rod Run Tiedown System 13 URSe 3/4" Uplift Rod Run Tiedown System FLIM0441-RS $ffi" Product Model, Num Der or Name PfoductDescription 1 DTT2 Hold-down 2 HDC1014, HDC10/22 Hold-down 3 HDO8, HHDO11. HHDO14 Hold-down 4 HDU2, HDU4, HDU5, HOU8, HOU11, HDU14 Hold-down 5 HPA28, HPA35 Strap -style purlin anchor 6 LSTHD8, LSTHD8RJ Strap -style hold-down 7 MASA, MASAP Foundation anchor strap 8 MPAI32, MPAI44 Strap -style purlin anchor 9 PA18, PA23, PA28, PA35, PA51, PASS Strapstyie purbn anchor 10 PAII8, PAI23. PAI28, PAI35 Strap -style purlin anchor 11 STHD10, STHD10RJ Strap4t* hold-down 12 STHD14, STHD14RJ Strap -style hold-down ® Simpson Strong -Tie 2020 FBC Approved Products Updated 12r4Or1020 For toted Inks to all SST approvals Isled bales- CLICK HERF For additional Infonnstion regarding Florida's Statewide Pnxbd Appr M System and M arrf-0a it Canty Noticer of Acceptance (NO/). 21 LB series hangers Top flange hangers available in width of 1-9/16' and heights ranging from 53r8" to 15-118". 22 LBAZ series hangers Top flange rangers available in width of 1-9116' and heights ranging from g3118" to 13.1/8". 23 LEG3, LEGS, LEG7 sense hangers Top flange hangers available in widens ranging from 3-114' to 6- 7/8" and heights ranging from Win 331rr 24 MEG5, MEG7 series hangers Top flange hangers available in vddM ranging from 5-1/4" to 6 T/8- and heights ranging from 9" to 32-1/7 25 MIT series hangers Top flange hangers available in Moths ranging from 1-9116' 0 5- 1/8- and heights ranging from 9-1/4" ki 24' 25 PF, PFB, PFDO, PFDSB series hangers Top flange hangers available in vvxM of 1-9/16" and heights ranging from 3.316" to 7-1 W'. 27 RR Ridge rater connector 28 WP series hangers Top flange hangers available in vwdit ranging from 1-9/16' to 7. 118" and heights ranging 9-1/4'to 37'. FL#10860-R5 JQQ # Product Model. Number or Name 1 ABA44,ABA44R,ABA46,ASA46R;ABA66.ABA66R 2 ABU44, ABU44R, ABU46, ASU46R, ABU5.5. ABU5.8 ABU65. ABU66. ABU06R ABU88, ABU88R, ABU1010, ABU101OR, ABU1212, ABU1212R 3 ABW44Z, ABW44RZ, ABW46Z, ABW46RZ, ASW86Z. ABWWRZ, ABW7-7 4 A04, AC4R, ACE4, ACS, AM, ACE$ 6 BC4, BC46, BC4R, BC6, BC5R, BC8. BCS2-2/4, BCS2-M 8 C844, C846, C648, CWS, C1368 7 CBSQ44-SDS2, CBSQ46-SDS2, CBSQ66-SDS2, CSSQ88-SDS2, CBS088-SDS2 8 CC, ECC, EOCU Series 9 CCQSDS2.5, ECC:Q-SDS2.5 Series 10 CPT44Z, CPT68Z, CPT88Z 11 EP844A. EPB44, EPB46, EPB66 12 EPS4Z 13 LCB44,LCBe6 14 LPC4Z, LPCBZ 15 MP8447, MPBBBZ, MPB8aZ 16 PB44, PB44R, PM, PSW, P86SR I7 PBS44A,PBS48,PSS86 18 PBV6. PBV10 19 PC44.18. PC48-18, PC48-18, PC64-16, PCB&IS ERC44-16 EPC:48-18, EPG48-IM EPC84-16, EPCBB-18 20 PC4Z, PC4RZ, PC OZ, PCBRZ, PCBZ, PCBRZ. EPC44 EPC4RZ, EPC8Z, EPC8RZ, EPCSZ. EPC8RZ 21 PPB44-4Z, PPB44-8Z 22 RPBZ FL#10866R5 AMA Product Model. Number or Name 1 FJA, FSA 2 FRFP 3 GH46-6, GH46.8, GH48.6, GH48-8, GH4106, GH410-8. GH88-6. GHBB-8. GH6B-6, GH88- 8, GH610.6, CH81M 4 GLB5A, GLB58, GLB5C. GLB5D, GLB7A GL67B, GLB7C. OL87D 5 GLBT512, GSLT612, GLBT518, GBLT616, GLU520, GBLT820 6 HGLBA, HGLBB, HGLBC, HGLBD 7 HGT-2, HOT-3, HOT-4 8 UFPIOSDS3 9 URFP Product Dotiscrription Adjustable Post Base Adjustable Post Base Adjustable Post Base Post Cap Poet Cap Embedded Column Base Embedded Column Bass Boiled cokenn cape with W1 ranging from 31 W to 9-1 rT and W2 ranging from 3518" to 7-1/2" Screwed colurrn caps. with W1 ranging from 3-114' to 9-117 and W2 ranging from 35/8" to 7.1/2" Corznebd Poet Tie Base Embedded Poet Base Embedded Pot Base Embedded Column Base Light Pact Cap Moment Post Base Embedded Post Base Embedded Pod Base Round Prat Base Past Cap PostCap Post ease Retrofil Post Base Foundation Anchor Fiat Rotra(rt Foundation Plate Girder Harper Gkjam Bearing Plate Glom Bearing Place Howy GMslam Bearing Plate Heavy Girder Ttedown Universal Foundation Plate Uniluersal Retrofit Foundation Plate Simpson Strong -Tie 2020 FBC Approved Products Updated 12>30/2020 CEMFor direct Inks to all SST approvals listed below, C LIC K HERE For additional trdamabon regarding Florida's Statewide Product Approval System and Mami-Dade County Notice of Aooeplanoe (NOA). CDCK HERE. FL#10446-R6 AMEProduct Modal. Number or Nama Product Doscriation 1 A21. A23, A33, A34, A36, A44 Angles 2 APA21, APA4, APA6, APVA21, APVA4, APVAS Outdoor Accents Angles 3 APB44, APB44R, APVB86, APBWR, APB88, APBWR, AP81010, APB101OR, APVB44, Outdoor Accents Post Bases APVS44R,APVB66,APVB86R,APVB88,APVB88R,APVB1010,APVB1D1OR 4 APDJT24, APDJT2R-4, APDJT2-8, APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVDJT2-6, Outdoor Accents Deck Joist Ties APVDJT2R-8 5 APHH46, APHH46R, APHH610, APHH61OR Outdoor Accents Heavy Hanger 6 APL4, APL8, APT4, APTS, APVL4, APVL6, APJT4, APVT6 Outdoor Accents L and T Beam -to -Column Ties 7 APLH24, APLH24R, APLH26, APLH2eR, APLH210, APLH21OR Outdoor Accents Light Hangers 8 BVLZ Brick Veneer Ledger Connector 9 CBT2Z; CBT4Z Concealed Beam Ties 10 CJT3Z, CJT4Z, CJr5Z, CJT8Z Concealed Joist Ties 11 DJT14 Deck Joist Tie 12 DS Dry Wall Stop 13 FC4; FCB Framing Clips 14 FWANZ Foundation Wail Angles 15 GAR; GA2 Gusset Angles 16 142A, H2.5T, H8, HIOA-2, H1 OS, H1 4. HGAI0 HurrieaneTies 17 HCJTZ Heavy Concealed Joist Tie 18 HH4, HH6 Header Hangers 19 KBS1Z Knee -Brace Stabilizer 20 L30, L50, L70, L90 Angles 21 LCE4 Post Cap 22 LS30, L650, LS70, LS90 Skewable Angles 23 LSCZ Adjustable Stair Stringer Connector 24 LSSJ26LZ, LSSJ26RZ, LSSJ28LZ, LSSJ28RZ, LSSJ21OLZ, LSSJ21GRZ Field Adjustable Jack Hanger 25 LSSR1.81, LSSR21. LSSR2.37, LSSR2.58, LSSR210-2, LSSR410 Field Adjustable Sopeable/Skewwble Hanger 26 LTP4, LTP5 Tie Plates 27 ML23Z, ML24Z, M-28Z, ML26Z; ML21OZ Angles 28 MMH8 Root Tie -Down 29 MMHC Hinged Roof Connector 30 MMLU26, MMLU26.2, MMLU28, MMLU28-2, MMLU210, MMLUI211, MMLUI39, MMLU1311 Face -Mount Hangers 31 RBC, RBCP Roof Boundary Clips 32 RST-3 Roof Tio-Down 33 RTC22Z, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 34 SfC; STCT, DTC; HTC4 Truss Clips 35 TJC37, TJC57 Truss Jack Clips 36 Z2, Z4, Z44 Panel Stiffener Clips F1-010447-RS Sea # Product Model, Number or Name 1 AHEP 2 DSC21R-SDS3, DSC2LSOS3, DSC5RSDS3, DSCSL-SDS3 3 GBC 4 HCP1.81, HCP2, HCP4 5 HHRC2-2, HHRC42, H14RC42-2, HHRC411.81, HHRC44, HHRC5.2513.25, HHRC5.3713.12 HHRC68 6 HRC1 81, HRC22 7 LRU26, LRU28, LRU210, LRU212 8 LSU28,LSSU28,LSSU210 9 TBE4,TBE6 10 TC24; TC26, TC28 11 THA29, THA213, THA218, THA218.2, THA222-2, THA413, THA418, THAC418, THA422, THAC422, THA426. THA422-2, THA426.2 12 THA11.81/22, THAl2.Daf22. THAl2.1/22, THA1222, THAI322, THAI3522, THAI422 13 THAL422,THAR422 14 THJA26, LTHJA26, LTHMA 15 THJM2-4S0,S3, THJM2-5SDS3, THJU28, THJU28-W 16 TSBR2-24 17 VPA2, VPA25, VPA3, VPA35, VPA4 18 VECR ice"® Simpson Strong -Tie 2020 FBC Approved Products Updated 12r3Q=Q For cil Inks to all SST approvals Rated below: CLICK HERE For additional Information regarding Florida's Statewide Product Approve] System and Mam]-Dace County Notbe elf Acceptance (NOA). LUCK HERE. FL#10486-R5 Sea # Product Modal. Number or Nama Product Description 1 BT, BTB, BTH Brick Ties 2 CMST12, CMST14, CMSTCI S Coiled Straps 3 C814, CS16, C518, CS20, CS22 Coiled Straps 4 CSHP18, CSHP20 Coiled Straps 6 CTS218 Compression/Tension Strap 8 DSP, SSP, TSP Stud to Plate to 7 H1, H10A, 1-12.5A, H3, H6, H7Z; H10, H16S, H16-2, H18.2S Hurricane Ties 8 HGT-2, HGT-3, HGT-4 Heavy GirderThedown 9 HS24 Hurricane Tie 10 HSS2-SDS1.5, HSS2-2-SDS3, HSS2-3SDS3, HSS4SDS3 Heavy Stud Shoe 11 HST2, HST3, HST5; HST8 Straight Straps 12 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Strap 13 HTSQ1 BKTZ, HTSQ20KTZ Heavy Twist Strap 14 LFTA Light Floor Tie Anchor 15 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, LSTA30, LSTA36 Straight Straps 16 LSTl49, LSTI73 Straight Straps 17 LTB20, LTB40 Bridging 18 LTS12, LTS16, LTS18, LTS20 Light Twist Strap 19 MGT Medium GirderTiedowm 20 MST27, MST37, MST48, MST60, MST72 Straight Straps 21 MSTA9, MSTA12; MSTA15; MSTAIS, MSTA21, MSTA24, MSTA30, MSTA36, MSTA49 Straight Straps 22 MSTC28, MSTC40, MSTC521 MSTC66, MSTC78 Straight Straps 23 MSTC48B3, MSTC8883 Pre -Bent Straps 24 MSTI26, MST13e, MSTI48, MSTI80, MSTI72 Straight Straps 25 MTS12, MTS18, MTS18, MTS20, MTS24C, MTS30, MTS30C Medium Twist Strap 26 NCA2x10-12, NCA202-12, NCA2x6-16, NCA200-16, NCA2x12-16 Bridging 27 RCWB12, RCWB14 Wall Bracing 28 RP818, RPS22, RPS28 Repair Plate Strap 29 RSP4 Stud to Plate Connector 30 SPI, SP2, SP4, SP6, SP8 Stud Plate Tie 31 SPH4, SPHB, SPHS Heavy Stud Plate Tie 32 SS1.5, SS2.5, SS3, SS4.5 Stud Shoe 33 5179, ST12, ST18;. ST22, ST292, ST2122, ST2115, ST2215, ST8215, ST8224, ST6238 Straight Straps 34 TB20, 1627, TB30; TB38, TB42, TB48, TB54, TB567 T660 Tension Bridging 35 TWBiO, TW612, TWB14 Wall Bracing 38 VGT, VGTR, VGTL Variable Pitch Girder Tiedown 37 WB100, WB108C, WS12e, WBI26C, WB143C Wall Bracing Fi 11 NO Pmduct Description 1 CBH2.37x5.5, CBH2.37x7.63, CBH2.37x9.75 Adjustable Hip -End Connector 2 DU, DHU, DHUTF series hangers Drag Strut Connectors Gable Brace Connector Hip Corner Plate 3 HGU3.63-SIDS, HGU5.25-SDS, HGU5.50SDS, HGU5.62SDS, HGU7.00.SDS, HGU7.25. Heavy Hip to Ridge Connectors SOS, HGU9.00-SDS 4 HGUS series hangers Hp Ridge Connector Rafter Hanger 5 HHGU5.25-SDS, HHGU5.50-SDS, HHGU5.62SDS, HHGU7.00SDS, HHGU7.25SDS, Light Slopeable/Skewable U Hanger HHGU9,00-SDS Truss Bearing Enhancer 6 HHUS26.2, HHUS28-2, HHUS210.2, HHUS46, HHUS48, HHUS410, HHUS5.50110, Truss Clip HHUS7.25/10 Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSURC series hangers Adjustable Truss Hanger Sized for I -Joists Skewed Truss Hanger Multiple Truss Hangers 8 HTU26, HTU28, HTU210, HTU26-2, HTU28-2, HTU210-2 Multiple Truss Hangers 9 HU, HUC series hangers Truss Spacer -Restraint Variable Pitch Connectors Valley Truss Clip 10 HUCO1.81/9SOS, HU001.81/11SDS, HUCO210-2SDS, HUCO2103SOS, HUCQ310- SDS, HU00410-SDS, HUC0412SDS, HUCQ5.25/g-SDS, HUC05.25J11-SDS, HUCQ610- SDS, HUCQeI2-SDS Simpson Strong -Tie 2020 FBC Approved Products Updated 12r30=0 ® For direct Inks to W SST approvals lied below, CLICK HERE For additional information regarding Flonda's Statewide Product Approval System and Mari -Dade County Notice of Acceptance (NOA), CLICK HERE, FL#11468-R5 Product Model. Number or Name Product Description 1 HHUS210-3, HHUS210-4 Joist Hanger 2 HRS6, HRSB, HRS12 Strap Ties 3 HUCQ210-2-SDS, HUCQ210-3-SDS, HUCQ310-SDS Joist Hanger 4 THGB2, THGB3, THGBH2, THG81-13, THGBH4 Joist Hanger 5 THG02-SDS3, THG03-SDS4.5, THG042SDS3, THGOH3-SDS4.5, THGQH4SDS6 Joist Hanger 6 THGW33, THGW3.4, THGW4-3, THGW44 Joist Hanger FL211473-115 • j Prafuct Model. Number or Name Product Description 1 DETAL20 Double Embedded Truss Anchor 2 FGTR. FGTRHL, FGTRHR Girder Retrofit Anchor 3 HIS, HISS, 1-118-2. H16-2S Hurricane Tie 4 HETA12, HETA16, HETA20, HETA24, HETA40 Embedded Truss Anchor 5 HETALI2, HETALI8, HETAL20 Embedded Truss Anchor 6 HGAMIO.HM9 Masonry retrofit connectors 7 HHETA16HHETA20:HHETA24,HHETA40 Heavy Embedded Truss Anchor 8 LGT2, LGT3-SDS2 5, LGT4SDS3 Girder Tiedown 9 LTA2 Lateral Truss Anchor 10 META12, META16, META18, META20, META24, META4G Embedded Truss Anchor 11 MSTAM24, MSTAM38, MSTCM40, MSTCM60 Strap Tie for Masonry 12 MTSM16, MTSM20, HTSM16, HTSM20 Twist Strap for Masonry "1496-R5 Agg Product Model. Number or Name Product Dissertation I DTT1Z Deck Tension Tie 2 H012, H019 Bolted Hokkowns 3 HD3B. HD5B, HD7B, HDOB Bolted Holdowns 4 HTT4, HITS, HTT53/4 Tension Ties 5 LTT19, LTT208, LT1131 Light Tension Ties m s+-4 Jd" Product Model. Number or Name Product Description 1 Se518x24, SB7/8x24, SS1x30 SS Anchor Bolts 2 SSTB16, SST820, SSTB24, SSTB28, SST034, SST836, SSTBI BL, SSTB20L, SSTB24L, SSTS Anchor Bohr SSTB28L FL#13M-RA _gins Product Model. Number or Name 1 CMST12, CMST14, CMSTCI6, CS14, CS18, CSIS, CS20, OS-22 2 HRSB. HRS8; HRS12, FHA6, FHA9, FHAl2, FHA18, FHA24; FHA30, MSTI26, MSTI36, MST148 MSTI60, MSTI72, SWST27, S/MST37, SIMST48 3 HTS16, HTS20, HTS24, NTS28, HTS30, HTS30C 4 LSTA30, LSTA38, LST149, LSTI73, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 5 LSTA9, LSTA12, LSTA15, LSTA1S, LSTA21, LSTA24, ST292, ST2122, ST2115, ST2215 6 LSUB114325, SUBH3.25, MSUBH3.25 7 LTP5 8 LTS12, LTS18, LTS16, LTS20 9 MSTA30. MSTA36, ST6215, ST6224, ST9, ST12, ST18, ST22, MSTC28, MSTC40, MSTC52 10 M5TC68, MSTC78, ST8236 11 MTS12. MTS18, MTS18. MTS20, MTS30, MTS24C, MT830C 12 SIBI 58, S61.81, SIB2.06, S/82.37, 81132.56, SIS2.e8, S1B3.12, S163.56, S163.62, S1B4.06, SfB4,IZ SB4.28, S1`134.75, SW.50 13 S/BA2.128. S/BA2.12110: SMA2.12112, S8A2.12114, SIBA4.1 W81 SIBA4.18110, SBA4.15/12, SBA4.18/14 14 SM1A 15 StHDBS, SJH08B, S/4D10S; SfHO108, S/H015S, S7HD15B 18 S1HOU4, SMDU6, S/HDU9, S1HDU11 17 S1JCT, S?iJCT Product Dascrictlon Coiled Straps .Straps 97 mil (12 go) Henry TwistStraps Straps 43 mil (18 ga) Straps 33 mg (20 ga) Bridging Connector Lateral Tie Plate Light Twist Straps Straps 54 mil (16 go) Straps 88 mil (14 ga) Medium Twist Straps Top Flange Joist Hangers Top Flange Joist Hangers Hurricane Tie Holdowns Holdowns Joist Hangers Product Description Concealed hangers Faowmount (DU, DHU) and top flange (OHUTF) hangers available in widths ranging from 1-9/16'to 3-9116" and heights ranging from 9-118" to 23.15/16". Face -mount hangers Face -mount hangers available in widths ranging from 1-518' to 7. 3/8" and heights ranging from 5-5116'to 12-718". Fammount hangers Face -mount hangers Skewed face-mourrt hangers available in widths ranging from 3- 118" to 5-118" and heights ranging from 4-W4" to 15-3W'. Conoealed flange version (HSURC, HSULC) available for all double 2X and 4Xmodels; only acute flange is concealed. Face -mount hangers Face -mount hangers available in widths ranging from 1-9116" o 7- 1/2" and heights ranging from 2-718" to 19.114". Concealed flange version (HUC) available for all models having width equal to or greater than 2-9/16'. Face -mount hangers • Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3W202O For direct Mks to all SST approvals listed below, CLICK HERE For additional information regarding Honda's Statewide Product Approval System and Man -Dade Canty Nadm of Acceptance (NOA), CLICK HERE. 18 S4-BV1.56, S/LBV1.81, S/LBV2.06, S/LBV2.37, S/LBV2.56, S1LBV2.68, S/LBV3.12, Top Flange Joist Hangers SJLBV3.56, SJLBV3.62, S/LBV4.06, S1LBV4.12, SJL.BV4.28, S1LBV4.75, SILBV5.50 19 S/LTT20, S/DTT2Z, SA-ITT14, HTT4, HTT5 Holdowns 20 WST80, S1MST72 Straps 1 Is mil (10 ga) 21 SP4, SIPS Stud Plate Tin 22 SSP, DSP, TSP Stud Plata Ties 23 STC, DTC Truss Clip 24 TBD22 Truss Brace Diagonal 25 TJC37 Truss Jack Connector FL#13W&R5 Sea Y Product Modal. Num bar or Name 1 CCQM3.82-SOSHDG, COQM4.e2-SDSHDG, CCQM5.50-SDSHOG, CCTQM3.62-SOSG, OCTQM4.82-SOSG, 0CTQM5.50-SDSG, CCCQIM.82-SDSG, CCCQM4.62-SDSG, CCCQM5.50-SOSG 2 ECCLQM3.e2G-KT, ECCLQM4.62G-KT, ECCLOM5.50G-KT, ECCLLOMD3.62G.KT, ECCLLQMD4.62G-KT, ECCLLQMD5.50G-KT, ECCLRQMD3.62G-KT, ECCLRQMD4.62G- KT, ECCLRQMD5.50G-KT 3 HGUM5.25, HGUM5.50, HGUM7.00, HGUM7.25, HGUM9.00 4 LGUM2B-2, LGUM26.3, LGUM264, LGUM28.2, LGUM28.3, LGUM28.4, LGUM210.2, LGUM2103, LGUM210-4, LGUM46, LGUM48, LGUM410 5 M13HA3.12/9.25, MBHA3.12111.25. MBHA3.5877.25, MBHA3.56)9.25, MSHA3.56H1.25, MBHA3.561/1S8, MBHA3.56114, MBHA3.5611B, MBHA3.58/18, MBHA5.50/7.25, MSHA5.50/9.25, MBHA5.50111.25, MBHA5.SW11.88, MBHA5.5d14, MBHA5.50/18, M13HA5.50/18 6 MBHU3.56/9.25, MBHU3.56r11.25, MSHU3.5B111.88, MBHU3.56/14, MSHU3,5me, MBHU3.56118, MBHU5.5019.25, MBHU5.50111.26, MBHU5.50/11.88, MBHUS.611114, MBHU5.50/16, MBHU5.50118 FL*13975-RS ,%Q g Product Model. Numberor Name 1 SDW22300, SDW=W3 SOW22438, SDW22458, SDW22500, SOW22600, SDW22638, SOW22834 2 SDWC154W. SOWC15600 3 SDM19300DR SDWH19400DB, SDWH1960008, SDWH19800D8, SDWHI0100006 4 SDWH27400G, SOWH276000, SDWH278000, SDWH27100DG, SOWH2712ODG 5 SDWS1621Z SDWS16300, SDN/S16312, SDWS16400 6 SDWS119800, SDWS19712, SDM224DO,SDWS22500.SI WS22512, SDWS22MO: SDVJMBOO, SDWS22900, SOWS221000, SDWS221100, SDWS221200, SOWS221500 7 SDWS22300DB, SDWS22400DB, SOWS22500D6; SDWS226OODB, SDWS22800D8, SDWS221000DB 8 SDW8-M12DBB, SDWS22512DBB 9 SDWS2730OSS, SDWS27400SS, SDWS2750OSS, SDWS2760DSS, SDWS2780OSS, SDWS271000SS, SDWS2712006S 10 SDWV13400 11 STN22 FL*15363-R3 JW Product Modal. Number or Name 1 AS 18, AS 1885, AS 1888 2 AS 2OHS 3 AS-20 4 ASHP FL#15730-R4 Saa # Product Modal. Number or Name 1 ET -HP 2 GAC, GDP, GDPM50, GDPM-75, GDPM-100, GDPS, GW-50, GW-76, GW-100, GTH 3 PDPA, PDPA-K, PDPA-MG, PDPAT, PDPAT-K, PINW, PINWP, PINWP-W, PDPAWL, POPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLOPA, PTRHA3, PTRHA4 4 SET-3G Product Damnation Masonry Pier Caps Masonry Pier Caps Heavy Masonry Hangers Masonry Beam Hangers MasonryTop Flange Beam Hangers Masonry Beam Hangers _Product Description Strong-DriveSIM EWP-PLY and TRUSS -PLY Screws Strong -Drive SDWC TRUSS Screw Strong -Drive SDWH TIMBER -HEX Screw Strong -Drive SDWH TIMBER -HEX HDG Screw Strong -Drive SOWS FRAMING Screw Strong -Drive SOWS TIMBER Screw (Interior Grade) Strong -Drive SDWS TIMBER Screw (Exterior Grade) Outdoor Accents Structural Wood Screw Strong -Drive SOWS TIMBER SS Screw Strong -Drive SDWV SOLE -TO -RIM Screw Outdoor Accents Hex -Head Washer Product Dewhrtion 18 ga. Truss Plates 20 ga. High Strength Truss Plate 20 ga. Truss Plate Hinge Plate Connector Product Description Adhesive Anchor for concrete Gas -actuated fasteners and assemblies Powder -actuated fasteners, threaded studs, and assemblies Adhesive Anchor for concrete L cn.e._. U N 2 • Simpson Strong -Tie 2020 FBC Approved Products Updated 1w3w"" Q p 2 For elect Inks to all SST approvals Rated below. CLICK HERE L.L For additional ydamation regarding Fiarids's 8tftewWe Product Approval System and Mam]-Dade County Notice of Acceptance (NOA). CLICK HERE. CU .� U U to 11 HUS, HUSC series hangers Fare -mount hangers available In widths ranging from 1.518'to 3 U ICUU) 9116" and heights ranging from 4.5116'to 11". Concealed flange version (H USC) available for models having width equal to or greater than 3.9116". O � • 0 12 IUS series hangers Face -mount hangers available in widths ranging from 1.718'to 3 C 25- C 5/8" and heights ranging from 9.114" to 16'. Q U _ 13 LGU3.25SOS, LGU3-e"DS, LGU5.25-SDS Face mount hangars (� O tf 14 LU24, LU26, LU28, LU210 Face -mount hangers (Q 0 15 LUC26Z, LUC21OZ Face -mount hangers Q 18 LUS series hangars Faos-mount hangers available in widths ranging from 1-9116' W 4- � � L I - 5/8" and heights ranging from 3" to 10.15116', C- 17 MGU3.63-SDS, MGU5.25-5DS, MGU5.50-SDS, MGU5.62-SDS, MGU7.00-SDS Face -mount hangers Co O /�� Q- 18 MIU series hangers Face -mount hangers available in widths ranging from 1-9116" to 5- �Q v / Q 118" and heights ranging from 6-15116'to 19-Irr. 19 MUS28, MUS28 Face -mount hangers 20 SUR, SUL. SURC, SULC series hangers Skewed face -mount hangers available in widths ranging from 1- 9/16" to 3-W16' and heights ranging from 3-1118" to 133X', Concealed flange version (SURC, SULC) available for all double 2X and 4X models; on ly acute flange is concealed. 21 U series hangers Face -mount hangers available in widths ranging from 1-9116" to 8" and heights ranging from 2-5/8" to 11.1/4". FL#10667-R6 IRALA Product Model. Number or Nama Product Descrictlen 1 BA series hangers Top flange hangers available in widths ranging from 1-WIV'to 7- 118" and heights ranging from 7-1/8'to W'. 2 DGBF series hangers Top flange hangers available in widths ranging from 3-5/8" to 7- 1/8" and heights ranging from 9-1/4" to 24". 3 DGF series hangers Top flange hangers available in widths ranging from 1-112'to 3- W"and heights ranging from 7-1/4" to 24". 4 DGHF series hangers Top flange hangers available in widths ranging from 1-314" to 3- 518" and heights ranging from 9-114" to 24". 5 EG5, EG7, EG9 series hangers Top flange hangers available n widths ranging from 5.114" to 8- 7/8" and heights ranging from 11"to 32-1/7', 6 EGQ series hangers Top flange hangers available in widths ranging from 3-518"to 7- 114" and heights ranging from 11-114"to 37'. 7 GLS series hangers Saddle hangers available in widths ranging from 3.114"to 6-71W and heights ranging from 8-1/2" to 28". 8 GLTV series hangers Top flange hangers available in widths ranging from 3-114'to 7- 118" and heights ranging from 11"to 37'. 9 HB series hangers Top flange hangers available in widths ranging from 1-WlU'tD 7- 1/2" and heights ranging from 8" to 30". 10 HGLS series hangers Saddle hangers available in widths ranging from 5-114" to 8-78" and heights ranging from 10-117'to 2W. 11 HGLT series hangers Top flange hangers available in widths ranging from 3-114" to 8- 7/8" and heights ranging from 7-117'to 37'. 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-114" to 7- 118" and heights ranging from 14" In 33". 13 HIT series hangers Top flange hangers available in widths ranging from 2.5/16'to 3- 9/18" and heights ranging from 18" to 26'. 14 HUSTF series hangers Top flange joist hangers available in widths ranging from 3-118" to 3-WIf!" and heights ranging from 5-318" to 13-10. 15 HUTF, HUCTF series hangers Top flange hangers available in widths ranging from 1-9/16' b 5- 1/2" and heights ranging from 3-7/1er' o 15". Concealed flange version (H UCTF) available or all models having width equal to or greater than 2-9/16". 16 HWP series hangers Top flange hangers available in widths ranging from 1-WIV'to 7- 1/8" and heights ranging from 5.3/8' o 28". 17 HWPH series hangers Top flange hangers available in widths ranging from 1-9116'to 7- 112" and heights ranging from 53J6" to 37'. 18 ITS series hangers Top flange hangers available in widths ranging from 1-9118" to 3 5/8" and heights ranging from 9-118" o 16'. 19 JB series hangers Top flange hangers available in width of 1-9/16' and heights ranging from 5-3r8" to 7.14'. 20 JSA series hangers Top flange hangers available in width of 1-9/1&' and heights ranging from93/16'to 13-118". CD 0 EM= Simpson Strong -Tie 2020 FBC Approved Products Updated 12r3a2020 ® For drect Inks to all SST approvals Isted below, CLICK HERB For additional information regarding Florida's Statewide Product Approval System and Mari -Dade County Notice of Accaptanr:e (NOA), rn If.Id H. O --- - 5 SET-XP Adhesive Anchor for concrete 6 Strong -Bak 2 (ST62, STB24SS, STB2.6SS) Strong-Sok 2 Wedge Anchor for concrete available in carbon 7 Titan HD (THD-H, THD-HMG, THD-H46S, THD-HBSS, THD-CS, THD-CS8SS) steel and Types 304 and 316 stainless steel Titan HD Heavy Duty ScrewAnchorfor concrete and masonry CU available with hex head in carbon Neel and Types 304 and 316 stainless steel, or with countersunk head in carbon steel and Type 316 stainless steel 8 Titan HD Rod Coupler (THD37634RC, THD50934RC) Titan HD Threaded Rod Coupler for concrete 9 Titan HO Threaded Rod Hanger (THDB25158RH, THD537158RH, TH037212RH, Titan HO Threaded Rod Hanger for concrete - THD50234RH,THD10212RH) 10 Wedge -All (WA) Wedge -All Anchor for masonry FL#1623O-R8 e " Product Mbdai. Number or Name Product Description 1 AT-XP AT-XP High -Strength Acrylic Adhesive for concrete or masonry 2 ET -HP ET -HP Epoxy Adhesive for masonry 3 SET-XP SET-XP High -Strength Epoxy Adhesive for masonry 4 Strong -Soh 2 (STB2) Strong -Bole 2 Wedge Anchor for masonry 5 Titan 2 (TTN2) Titan 2 Screw Anchor for Concrete 6 Titan HD (THD-H4SS, THD-H6SS, THD-CS6SS) Titan HD Heavy -Duty Screw Anchor or concrete available in 304 or 318 stainless steel with hex head, and 316 stainless steel with countersunk head. 7 Titan Turbo (TNT) Then Turbo Screw Anchor for concrete or masonry FL#1683740 O W §W Product Model, Num bar or Name Product Description 1 X34S101"K, X1S1016,Xt91018.4K, XQiS1018. X0161016.4K #10.10 Strong-DriveX Metal Seff-Drilling, Tapping Screws with #3 ' ^ Drill Point v, 2 XL0114T1224, XL011481224.2K 412.24 Strong -Drive XL Large -Head Metal Sol -Drilling, Tapping _ Straws with #5 Drill Point and Large Diameter Hex Washer Head 3 XM0114SI224, XM011481224-2C #12-24 Strong -Drive XM Medium -Head Metal Self -Drilling, `� 4 XQ114S1224, XQ11481224-2.5K X114SI224, )Of I2S1224, XQI 1261224-2K Tapping Screws with #5 Drill Point and Medium Diameter Hex #12-24 Strong -Drive X Metal Self -Drilling, Tapping Straws with 06 / O Drill Point L 5 XU34S1016, XU34810165K #10-16 Strong -Drive XU Metal Setr-Drilling, Tapping Screws with Q #1 Drill Point i- FLWM20-RO CU 6-0 AMA Product Model. Number or Name Product Description 1 DSSC843.5, DSSCBM, DSSCB48, DSHS Bypass Framing Drift Strut Connector 2 FCB43.5, FC845.5, FCB47.5, FCB49.5, FCB411.5 Bypass Framing Fixed -Clip Connector 1't �O•/ 3 FPHSD34SI01B, FPHSD3481016, FPHSD34BI018-5K. FPHS034S1214, FPHSD34B1214. FPHSD3481214.5K #10-16 and #12-14 Strong -Drive FPHSD Framing4o-CFS Self- Drilling, Tapping Screws 4 LSFC2.25, LSFC4.25, LSFC6.25, SFC2.25, SFC4.25, SFC6.25 Steel Framing Connector 5 LSSC4.25, LSSC6.25, SSC2.25, SSC4.25; SS06.25, MSSC2.25, MSSC4.25; MSSC6.25, Steel Stud Connectors III.... MSSC4.25KW, MSSC6.25KW 6 RCKW3, RCKM.5, RCKW7.5, RCKW3S; RCKW5.6S Rigid Knee Wall Connector W 7 SCB435, SCS45.5, SC1347.5, SCB49.5, SCB411.5, MSCB45.5, MSCS47.5 Bypass Framing Slide -Clip Connector '^ 8 SCS32-5197, SCS62.5197, SCS62-51118, SCS82.51118 Bypass Framing Connector U) 9 SCW3.25, SCW5.5 Head -of -Wall Slide -Clip Connector 10 SJC8 25, SJC10.25, MSJC8.25, MSJC10.25 Steel Joist Connectors M 11 SSB3.518 Bypass Framing Slide -Clip Strut Connector 12 XLSH3401414, XLSH78B1414 #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping Screws LU 13 XQ1S1018. X0181018-4K, X01 S1214, XQ1B1214-3.5K, XQ78S1224, X07681224-3K, 410-18; 412-14. and #12-24 Strong-0rive X Metal Self-Driling, X0114S1224, XQ114B1224-2.5K, XQ112SI224, X011281224-2K, X34131018-51<7 Tapping Screws Q X1 S1018, XI B101 e-4K, X1 S1214, X1 B1214.15K Z Z Q J SHEET NO, PA 1.2 q 4 ik T 4 Ll