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HomeMy WebLinkAbout3275 Lytton Hall DrI I A 1 III111 1 1I 1. n .,.nn r I" I' 1.11 '•! "1 IAI • n l I r 1 11 Iq I., INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 ROOF FRAMING PLAN 8 LINTEL DETAILS SN STRUCTURAL NOTES SN1 DETAILS ABBREVIATIONS S3M MONO DETAILS AB or AB. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room S4 DETAILS ABV or Abv. Above FLR or Fir. Floor RA or RIA or RA Return Air S5 DETAILS 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 SS RETROFIT DETAILS AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU orA.H.U. Air Handler Unit FR DR French Door RECEPT ReceptacleD1 SECTIONS &DETAILS ALTorALT. Alternate FRT Front REF or Ref. Refrigerator WP WATERPROOFING DETAILS Be Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing PA1.0 PRODUCT APPROVAL NUMBERS BF Bifold Door FTG or Ftg. Footing READ or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room PA1.1 PRODUCT APPROVAL NUMBERS BLK or BLK. Block GALV or Galy. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening i PA1.2 PRODUCT APPROVAL NUMBERS BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS, RIS, R/SH or R&S Rod and Shelf PA1.3 PRODUCT APPROVAL NUMBERS BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt Height SHWR or Shwr. Shower CIR or Cir. Circe HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or CIJ ConinJoint HHorizontal SPECS SPECS. Specifications CLG or CIg . CeilingHS ( Hard Surface (flooring) SPF or S.. P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SO FT or SF or S.F. Square Foot (feet) El El COFF or Coff. Coffered or Tray g q Ceiling INSUL or Insul. Insulation SO or S . Square COL or Col. Column INT or Int Interior STO Storage ©� J EJ LZ COMM or Comm. Community KIWALL or KMlall Kneewall SW or S.W. Shear Wall �l COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine ❑ ❑ a ❑ ❑ V CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar �� �� ��I �� �� CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered ❑ F7171F1, ❑FE], CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thickenu G D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block r 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 to DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder cc DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window rn DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter _ DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting `R DMF Decorative Masonry Finish ML or M.L. Microlam LINO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tublshower) 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 DINor D.W. Dishwasher OPNG or Opn'g. Opening VTR Vent through Roof = EA or Ea. Each OPT or Opt. Optional W or w Washer 0 ELEC or Elec. Electrical PC Pull Chain WI or w/ With c ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor J EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) ALL WORK SH. 1 r n�. EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood' ' O" I Y Wl1�H PREVAILING rnEXP or Exp. Expansion PL or P.L. Parallam WDW HDR orWDW. HDR Window Header CrOQ�� FLORIDA���ID� III.®iiG CODE, EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater NATIONAL CITY OF ZE CODE, AND THE CITY FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet pp�ll�L, ORDINI4NCC FDN or Fdn. Foundation PLT HT or Pk. Ht Plate Height WM or W.M. Wall Mounted (plumbing fixture) FIG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proofing) i FIN Finished PT or P.T. Pressure Treated WS Water Softener REVIEW DATE FIN FLR or FF or Fin. Fir. Finished Floor PW or P.W. Pre -wire wwF Welded Wire Fabric (Mesh) CITY OF ZEPHYRH PLAN REVISIONS PLAN EXAMINE Q DATE VERSION DESCRIPTION N 08-20-15 1.00 NEW BASE PLAN E 0 12-8-15 2.00 FRAME —WALK REVISIONS 12-28-17 3.00 2017 FBC UPDATES MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES 0 MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES N 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 r INI INI 1% OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR N Flom COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these o documents that these documents be accurate, providing Licensed c Professionals clear information. Every attempt has been made to 0- prevent error. The Builder and all subcontractors are required to a, review all the information contained in these documents, prior to N 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 1551 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. H a 0 0 z z g Q v�N z 2 IN u_ r fn YQ �O LII c U 00 I--- '® W a W cm S N N v y # fh T Z a C T^ .0 J OZ 0. W LL O y V a' o M � H� � d U) In LLM LU q� 0 yr tftttit`�o To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 8th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O MZ o1 w a_ U_C a c0 0� K® Z H nJ � N x0 a� ao oa 0U Z wZ Z LL Z� J Vl WUb �w QW �N a W rL i 3 as LL �1 �w p� O !w w ali c O 0 > (M L �- M ,.%% � > T O Q C o N m Fes_ C o _ Ln � J o LO E M M N o � Z E M a E 0 � c JOB NO: 19-5336 SCALE : AS NOTED SHEET NO. C S a 0 0 N z z p� z V J CI z N O `E'er N i W � U 0 ry N c �V) S U m r— m O '® W = c U) • s. Q Q 0 N O ... N rn x M Fg yo rx 10 UM m Z 0LL UM IN 0 IE ZZ -- s 0 4 ,MC} F /off To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. Oco M w Z L 0 05 zo g aa � E wo0® oa f6 Ci a 0 () 0 pOU �z Z N � � a0 ao °do �2 �z m0 r0 C� C of �' O O� YZ z N J vb OW f� O U W R. T � 3 wLL �� a z �w FG �z w o7 O 0 ai o3 C O O co nL W �— M mIr- Q C o o ry 0- m ccF� o 'T ^ C 70 0 Y �1 J 0 f T I,.. n C M M r r N o z z O ur E a w ` a 0 Q o � JOB NO: 19-5336 SCALE : AS NOTED SHEET NO. 1.0 I ,. i 1 C i 1! i .., ,. , . , - , - - " I "L-Li'lu Tn�■.'.er 1 ---I ---- _ I _ I ■ _ i ---- ' " C oc 8'-0" BATH 2 KITCHEN ISLAND 'In" 8'454" OWNER'S BATHROOM 5'-0" CO 0 c� <O <V 0 O i+> OPT. REF KITCHEN CO 0 in 0 M 0 CV HOOD CV RANGE KITCHEN INTERIOR ELEVATIONS SCALE: 1 /2"=1'-0" t� O z N f7 z J M d O M _ U) O z OC1 QXiLU W U 0 4 OLU C N V �V h O IM a® S Q obi a, N v O N o�p W Z t�j Z � � QW a -R144111111,. z LL�� q. ..''-• o �d- Q" r C��• '�• F t? Nf OROF To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. cD w � O Zo LL fZ' >Z w aR Z Q O E U � � - C w . ao � U ¢a oa U0 SOU O z O C Naoo sap �w ZCn in � O Y �m aw t� (A Of O U W C a ?R J O u= are L3~ �O a x a 03 C C:)0 d >M L ,> r N T— 0 co L C to I LO r T ai r- M M N d m Z E O N C C a U Q p -i JOB NO: 19-5336 SCALE : AS NOTED SHEET NO. 2.0 V 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M.------ HDRHGT._________ F.FL. rn N S 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 1" x 9" SMOOTH TEXTURED HEAD/BAND TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) 17 ILF-�_]II LA El El 1:1 D 1:1[71 F11 7E] [71 F-11 12 �aA MC%f1JU Q1 5� ! / - \ N ---------------- -- T.O.M. 1 I —I -----_— — HDRHGT. ------- ------- — — i o GO ao io 1" x 7" SMOOTH TEXTURED -------------- --- SILL/BAND- 4' RIDGE VENT 12 �5 -------------------------------------------- --------------------------------------------- ---------- 1'-0„---------- 2'-0" TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) FRONT ELEVATION — Al SCALE: 1,4•,,..0• RIGHT ELEVATION — Al : 1 /4"=1' General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. "CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA/ UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SQ. FT. L 0 0 z g Q N z C1 a--+ N U � C1 LU N c E N U m O ® I� _ =IY S� N O f ft W Q4h�1s� a a W V a•�LL�� � z m ;S ° m .Z.w2 V �g� ' CO A E rn y N W a Na 7!9 013 • 1 � j G� J ._ : • fit/ �O'C To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residentsl 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. o M ffi z Cn zg o U_ E is yZZm (Q < X V 0 o z O � N L aI Qz w o °d �Z wi ¢ � ram.. m � C r_ o ��' m f 0 oz iz z o Z �V a ¢g O m olw z ad g c) C O O �M ^L1 'W .= �-\ > r O Q CCN m /t— C o T _ L L N M M N T o Z Z rn O N E �? C 0-U J Q Q J JOB NO: 19-5336 SCALE : AS NOTED SHEET NO. 3.1 rR 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS --------------------- TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) 12 12 5F,�5 &XTB E-D-- -- -------------- OVERHANG TO BE _ CENTERED ON DOOR T.O.M. -------- HDR HGT ----------F.FL. REAR ELEVATION - Al SCALE: 1 /4"=V-0" 12 5F_� 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 4' RIDGE VENT 12 �5 19' RIDGE VENT _ T. 4_ TEXTURED TEXTURED CEMENTICIOUS CEMENTICIOUS 11 2'-0" 01 FINISH ON C.M.U. FINISH ON C.M.U. (TYP.) (TYP.) o CD ------------------------------------------------------------------------------------------------ F.FL. LEFT ELEVATION - Al : 1 /4"=1' General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION ""G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "*ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed Independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SO. FT. a 0 0 0 U z z e J M d o LL X(AC9 �U �O — w r N C �N � 8 _ U � 0C N iO N �' :�.i 1 p o Z W N Z , a a W iV a �LLLc z Z O -2fn�W 0 0�1W is :1 g a L W a N Q j � o ���llllll�I ❑ ❑ \\\\ �oCif ,, Q J�� N AR O F E SS\�\ N,\ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. O M w w Z LL E c E o �ffi � -0 � >T go �e E U 0 `O x oa UO 0 U z E N aU oaZ ¢p �w ro C Z2z U p2 m s o Z Oz z Qi Q W ID 3 ow �LL 1° V a Nz W �3 NLL � o w� >i a cfl C O O > M nL' W ■ r• > T' 0 Q o CCL CV m= � o /t— C o _ L /� Y / • r• C4 ,- I r ui ZE M M CV T o Z Q mc 0 c a U � Q 00 1 JOB NO: 19-5336 SCALE : AS NOTED SHEET NO. 3.2 8n �v VARIES 1'-1011 1 CAP CAP 211 T 2" *NOTE: 1" N it FOAM TO BE USED 1" RADIUS ONLY WHEN - 1/2" RADIUS •`� REQUIRED BY ^ - 31/2" RADIUS rIN COMMUNITY ^ N 5o = SPECS. IF NOT, 1 r„a iv 3/4" RADIUS a 11 ^ CO DETAIL TO BE 1" 2" OPENING VARIES 2" 2" BUILT W/ STUCCO. 1/2" RADIUS 1" 1" N EDGE OF 1" 4" VARIES 1" OPENING VARIES V-4 _ c11 VARIES 1 M 12 VARIES 111 1'-4' 111 iv 111 11.011 111 rIN r 1 1/2" RADIUS 4a^ r 2 1/2" RADIUS " - N �a - ti CID My 00 CO VARIES 12 31" 11„ k"7 iv `° 211 1 1" 111 BASE BASE r 111 „ r T 2 f''11d' 1 N 111„ 411 11_811 r O �11 N 1 1 *NOTE: VARIES 1g 1 811 !]„ FOAM TO BE USED <G 3" ONLY WHEN a REQUIRED BY T CO COMMUNITY = 1" SPECS. IF NOT, 1^ OPENING VARIES 2" �N 1" 1'-4"� DETAIL TO BE 2' 2" ZDE BUILT W/ STUCCO. EDGE OF k.1 OPENING (-6 WE ' 1-1/2" THICK 1-1/2" THICK 4" 101, 10" _ CO = =N �N= 11 II 2„ 1 2j" PI �� N T ly1 Or N 1 • wQ c"vG w2" 21 N cr 1-1/2" THICK 241" 2"441 5z" 1-5„ 1 -4„ 3„ 514 1�iVARIES Q N VARI 11 VARIES VARIES 4„ 6' 4" KEYSTONE F11 KEYSTONE F11 ES oo 11 �II 1" = = OPTIONAL r OPTIONAL 00 fV <V is Rsa W Q Q^ 1 4j" is R4 311 n -�- , _ ' 4" GARAGE DR. OPENING 4" 3 4" WINDOW OPENING 4"" NOTE: • INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL VARIES LOOK & SMOOTH FINISH • • FOAM/ EPS MATERIAL IS ACCEPTED NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH 1a„ 1'-6j" 2 • FOAM/ EPS MATERIAL IS ACCEPTED 53"" 1'-12" 5q' T-8" 411 31 011 411 N 1 ^ 10" 1'-4" 10" b iv 00 ;1 D N 1" CV 00 0 1w � GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM 'v • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH 0 0 O C9 N z z � z M d N E3 _ M t/) � C1 �''zLLn V r 1 J Vi ♦� W CL U 0 11, N c U 00 W mrn o s U ra 0 o S� N N h N a j`�.-j viz a QaN LU W t, a.�"�o � Z O c N w " O 3 m .w �_ v N N 33 Ern m 3 2 LL Z Q W a �Q d o [- ❑ ❑ Q) N M ti O To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. r,_ co a E O z �� o° Z Q OV wj❑o aZ°z W� Z No no ° <p az II ra Cx C � mi3 m0 o °LL >z z N- N 3 ab O 0 � U a W =w W �~ CCD ia la 00 3 c Q 0 >M ^L' 'W _ CU T W 00 a C � T L ! LO N ui M M CN o Z z c ' `• E Q d U JOB NO: 19-5336 SCALE : AS NOTED SHEET NO. F 1 1 r E CD v t2 • O t2 cC M I H3 x 0 J I rn c 3 rn N IL E F�— `o r� ti 0 i3 J q> t� rn N ZZ 0 a rn 0 rn N ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER � wP WEATHERPROOF DUPLEX OUTLET GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET 1. SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET j WALL SWITCH 3 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE +PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ® D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) l9 PUSH BUTTON SWITCH (OPTIONAL) 1-0 PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CO CARBON MONOXIDE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER JEML ELECTRIMC PANEL _zl DISCONNECT SWITCH ROUGH-ItN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN GD (1) PHONE LINE, (1) DATA PORT POWER CO. FEED INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94 J 200A INDOOR PANEL CENTER CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. opper to fights & outlets upper to 20 amp ckts copper to WH cropper to Dryer t Alu Typical 150-200 Amp Electrical Riser Diagram (updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. VERIFY METER LOCATION WITH BUILDER MAIN FLOOR ELECTRICAL PLAN SCALE: %4rr=V-0" L� L 0 O M � Z N f7 z g v _ M Nn' 'z'^ 1W V LL T V) Y Q Q OW W � N r~ on w � was= o 0 C N 0 C. S� N N z Z � �oNwUPON, W cn A Z 0�wcn $�3 � m WLZ N Q Q W N "' OF O U U D❑ rn 0 CV M 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residental Bth Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. r• Z Z M LL a E o E o g 0- 0o i 0k go o: V ca n" W� S ZN O M i aZ o gp ¢Q az �w .�., C C d o = x w s mo O ,Zy ii Z J b z t%i a so oa W� W � CD �LL a Mill! 0 CC)C). W, il< X O0 3 C Q 0 > ce) AL' W > T C) Q in o70 _ LO amp T_ T C:)r e— n I rn W Ch M N �— l� d Z H E Q a o 0 � Q o � JOB NO: 19-5336 SCALE : AS NOTED SHEET NO. 4.0 �71 soffit ATTIC VENTILATION CALCULATIONS - Al ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators Must Provide ( Upper Ventilators) Vent Amt Amt. Req.) (Ft) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of ventilation of vented IN. of of vented ventilation to be provided SQ. IN. of SQ. IN. of Ventilators required soffit ventilation y upper Ventilation Ventilation See Elev ( ) needed required needed ventilators Main 23.00000 1.000000 Floor 2008 1928 275 964 69 482 0 483.0 345.0 138.0 (Zone 1) '"NOTE" GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. s� General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. A ic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by save or cornice vents. "CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" (Values to be verified with Manufa urer Specifications) • RIDGE VENTS - 15 S0. IN. OF NET FREE AREA /LINEAR FT. • OFF -RIDGE VENTS - 138 S0. IN. OF NET FREE AREA /UNIT • SOFFIT VENTS - 7 S0. IN. OF NET FREE AREA I SO. FT. a O 0 0 z z z g d N /N z W � 1 L I11 I , 1 1 I , _ L i r �.•.,_ _,� — - ., .,m-.newer _ m".r _ 1 r u■ _ = r _ _ L_1 , i J" ti, A H. B S3 TYP @ 1 STORY t I U.N.O. ■ ■ ■ ■ • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ■ • .• • • • •� -" • • • • •� i fJ • •• • • • • • • • ■ • ■ ■ ■ ■ I • • • • • • • • • • • • • • • • • • • . /• • •• • • • — — — • • • •• i�-y • • • • • • • ••x� ■ ■ • • • • • 0 LO 17,_2„ -11"II - - - - - - - - -11 I N I in :7 2,_9„ 2•_8„ r�11 I ` � I It IIL It I JI SO,-011 I = ih HVAC CHASE `� \ I I BASED ON �`� �� LOCATION II l: IL J s s j I N e t�} f I o t f �cj HU--C J ; 1 2'-6"x2-6"x1'-0" Cn ' W/ (3) #5'S E.W. 17'-5$" I T1. 36'-6j" I .. TYP @ 1 STORY U.N.O. ■ :: I:: :::: S ...... : ' .. ::::::::::: : I. ' : '. ::: � : I — 0,-0,14) T� ............ .. r —h '. '. '. '. '. '. '.:::' I' . I .:::::::::.:::::::::.. :::::: .I ::::::::::::::::::: :::. ■ I .... ■ ■ ' S3 ;■ I 3-1/2" MIN 3000 PSI CONC. SLAB FOR TOP OF CONC./ PAVER TO BE 4' ■ , HERNANDO COUNTY ONLY BELOW FIN. FLR. I r — — I 71 1�•• I 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 4 -8" 'PROVIDE �2' x 9" N L N 1 � s MIL VISQUEEN VAPOR BARRIER I W! (3)) # #5'SS E.W.E.RECESS FOR FRT. DOOR 1 W/ � S3 -31/2" 16'-1'I ' 8'-6j" S -31/2" SLOPE) T S3 -- --�r '. - - - - - - - 7 ■ — — — — - o c �O ■ TL CJ I III II-� ( PROVIDE 1 Y" RECESS 11 D.W. 11 .3, — — I I 1 FOR SGD. REFER TO ,� I I I L — — Jp �^H.i ■ I K CC ■ CC I = 7 MASON'S SLOPE FOR I �' I i I I �1I� : S3 I S3 T 2'-6" x 2'-6" x 1'-0" S3 STEPS AS REQUIRED I1�r 1 I I II L 1 :: j1I 3 �- W/ (3) #5'S E.W. PER FIELD - : ( I 1111 r ,Mlx 1:: 7'-5" 7'-1" CONDJT�QNS IIIILL =Jj1� 20'-6' 7'-0" '-0" INDICATES FILLED CELL w/ 3000 PSI 1 CONC. GROUT FROM FT. TO BEAM I W/ (1) #5 REBAR VERT ABOVE SLAB I I I I LC I i� TYP @ ALL PLACES SHOWN I I KITCHEN ISLAND K BUILDER TO PROVIDEOP I I LOW WALLS APPLIANCE PROTECTION HOOKED FTG. DOWELS 5"EMBED S3 1 W/ 25" E:XT. ABOVE SLAB "GRADE 40 ■ STEEL" I I CHASE TO I I ISLAND WHEN REQUIRED PER FBC u' A in TYP @ 1 STORY U.N.O._- 1 1 F = -__ 1/2" SLOPE I I 01-0� I rOPT-�I I OPT. D I; -3 ■; I II II I L®J I 1 20'-111" L----� 4, I: 1 = Nto ; I " • (V 3' A S3 TYP @ 1 STORY U.N.O. H.B.' 2'-6" x 2'-6" x 1'-0" 3,_0„ W/ (3) #5'S E.W. r 11 5'-28" 7-15" FOUNDATION PLAN SCALE: Y4"=1'-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX'F" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & 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 LLJ U a CONTROL JOINT DETAIL SCALE: 3/4" = 1'-0" #5 CONTINUOUS • ; . ,• •_ REINF. SEE FND. FOR _•., .�,;� QUANTITY -•' •� ;: ', ;; ;r #5 X 25" X 25" CORNER ' ' ' �' ' ' �'' �'' •' BAR ONE FOR EA. ' ' " • •• ' HORIZ. REBAR, TYP. ... '•••• ... U.N.O. • •. • •. - • •, • *"Alternate: ' The reinf. bars shall be • •. • •. - • • •. • •. • •� •. cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = 1'-0" 0 0 0 z N M z Q — a � A N z o cD a-+ N � w o a U 0 � �� U m ~_ o g seo N_p N ,p V1 N rn IM z LU Q LU >€LLSN 0 if f s •' J : V W I �. CO -RO F E SSN�, ����'tltflt111i1�\\ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. ffi M = o Z E Q CL o E U 1— r0 W° ' 4 O u =o oa 0 0 8 Ov Z CDaz N L 0 �� ¢ wo q z � w (n oy 02 N OLL Z In ai u� J a a • 0O oa Q W z W� a �o oLL �W �— Ov zla 3 0 O >n > co ^L W 1 M � T Q C N W CO T�/� L 7 O TLO'^ rr• ^ T ili w M M CV c E E Q m c d U Q c JOB NO : 19-5336 SCALE : AS NOTED SHEET NO. 6.0 C- CJ r m m r m00 C— C— ti w c>, ✓, CJ3 CJ5 D A ... a r a r a w \0 v -� N 1 1 1 �— D D D owo -� N -� W T m I EJ7 EJ7 EJ7 10' EJ7 X (2 EJ7V EJ7VA O cb EJ7VA D 0(2) FG1 EJ7VA EJ I I ' EJ7 EJ7V EJ7V EJ7 EJ7V EJ7 EJ7V EJ7 EJ7V EJ7 EJ7V CJ5V �4 < < EJ7 CJ5 CJ3 ti� C- C— ✓ I CJ CJ V V CJ1 _ n j A (2) UPLIFT CONNECTION CROSS-REFERENCE 7/29/19 MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 -10d x 1 1/2" HTA20 1615 1585 10 -10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1615 1585 10 - 10d x 1 1/2" C H2. A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 1 455 320 8 - 8d RT3 610 525 8 - 8d X 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1400 1400 10 -10d X 1 1/2" F HHETA20 2235 10 - 10d x 1 1/2" G H10A 1340 1015 18 -10d x 1 1/2" RT16A 1380 1160 9-1 Od X 1 1/2"& 8-1Od H HTT4 3610 3105 5l8" ANCH. / 18 10dxl-1/2 HTT4 2715 518" ANCH. / 20 10dxl-1/2 J HTT5 4350 3740 518" ANCH. 126 10dxl-1/2" HTT5 3225 5/8" ANCH. 1(28)10dx1-1/2 * 3130 3050 15/8- DIA. BOLTS TDX2-TZ 2345 — 12 - 5/8" DIA. BOLTS L 5/8" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7 7/8" ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N LUS26 1165/1070 ** 1005/915 ** 8 -10d x 3" JUS26 1115/1060** — 8-10d P HUS26 1550/3335 ** 1335/2820 ** 20 -16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220 ** 1720/3125 ** 30 -16d x 31/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 -10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 1000 860 14 -10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 1000 860 14 -10d x 1 1/2" MTW20 1195 1005 14-1Od x 1-112" MGT/MUGT 3140 3140 22 -10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS "X" HTS 20 1450 1245 24-1Od X 1 1/2" HTW20 1530 1285 24-1Od X 1 1/2" SP1 585 535 10-1Od SPT22 685 8-10d SP2 1065 605 12 -10d SPT24 1030 12 -10d 645 555 1 12-1 Od X 1 1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. LOADS - ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS ++) (s) e) (A) (+ 1 OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (8) TRUSS WEB TO EACH (A) TRUSS TOP CHORD Qa EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). B INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (8) 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 elR ��YY gRR�ER LEDGER (A) INTERSECTIONS. SPLICING CONT 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. NU I t: 5tt 5Htt I U-'I FOR ROOF FRAMING DETAILS 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. SEE 3/S5 FOR \ STANDARD GABLE END \ FRAMING 2X TOP PLATE TO GABLE END W/ 16d NAILS @ 6" O.C. ' 2X4 STUDS @ 24" O.C.—A W/ SINGLE BASE & TOP PLATE W/ PLYWOOD SHEATHING COVERING STRUCTURAL SHEATHING 7/16" MIN. NAILED W/ 8d COMMONS @ 3" O.C. @ EDGE & 6" O.C. FIELD RUN FULL SHEET FROM BOTTOM OF FALSE BEAM GE1 FALSE BEAM GABLE END SCALE: L4'=1'-0' ROOF FRAMING PLAN SCALE: Y4'=1'-0" 0 0 C9 A z z � z g O. N N z Cz (D �+-j U, O LLI c �N o � U m w o = C.) ' 0 Q01 N O �Z w z o o U W W ayy��� °� a Q W " Vd� ZAT < :� Ca LL I •" ❑ 0 _ Q N i * � .C=) 0 F E S - . To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residental Sth Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. ti CO w O E� �o � Q E: U F r0 w�=® 30 x. aF oa w0 0 0 Z > Lro 0 ¢¢o ttz a= �� ra C <O z Y mi 0 Zz z J 0b o� gN �o W LD 0 V¢ �LL z� �0 0W G �— CD � 0 IIIIIIIIII� CD CD �'�`'�w 00z O~ o3 C:)C > M ^L W �— M x a) 1-- Q C o N C L / J 04 L.1 / r- I r r. r M M 04 o T H P o Z Z Oc Ed d o V Q am JOB NO: 19-5336 SCALE : AS NOTED SHEET NO. 7.0 O O Cl) fh Cl- - %Ln 2! Q) �5- Cz J+- C/.3 ff LU 0 1 (A c:�, E U1 U 0 0 (n I MID W z 10, 16 LU z IULa Q.� dir 6 F 711ft "(1111111Wk To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition, Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. r— Q N E 2-0 ­ Uj 0 a Z E cc � O E C:) C'j iUVU 06 00 gz .0 ZC fu C/) Q) z < 0 0z � 42 CL z S2- W Q co 0 0 .2 C) La (Y) > CY) > < C CN F- cc LO 0 2 04 UI) I r- rU CN ce) 0 E m z E U) 42) z to E 0 JOB NO: 19-5336 SCALE : AS NOTED SHEET NO. 8.0 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 I N LONGER BE PRODUCED F R RESIDENTIAL OR GENERAL HR MATED COPPER ARSENATE CCA-C WILL O0 AS OF DECEMBER 31ST 2003 C 0 C T REPLACE CA-C. MANY OF THE NEW TREATED W 0 RE LAC C CONSUMER USE. SEVERAL NEW PRESSURE 00D ALTERNATIVES HAVE BEEN CREATED IT THECONTRACTOR'SRESPONSIBILITY TO VERIFY THE TYPE I THAT ARE CORROSIVE TO STEEL IS PRESSURE TREATED WOODS USE CHEMICALS OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION, FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOWERED 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 DOOR S 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 VERTICALLYABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Nz INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAID) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ad. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC)13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ad. (2017) AND FLORIDA BUILDING CODE 6th ad. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1 3.3. 00 TRUSS S S 0 ARE TO BE SIGNED AND SEALED BY A ALL ROOF AND FLOOR SHOP DRAWINGS 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 WI 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 L D F F N THE GUARDRAIL AND A SIMULTANEOUS LOAD LOAD 0 50 PL 0 GU U OUS OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ad. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 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 A6151 A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20'. 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 X. GROUT FILLED MASONRY 4. 1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14" 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm =1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15132" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 718" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4. 4, 10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525.87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS : 8d = 0.131", 10d = 0.148",12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'T BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS", 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ad. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / 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. Imgation/ driller systems includin all risers and spray heads shall not be installed whin 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 cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must De 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 reinf II occurs before vapor retarder placement, retreatment Is require 9. FBC-R R318.1.5 - C ncrete overrpot� and mortar along the foundation perimeter must be removed beore exteno sol treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalis. 11. FBC-R R318,1.6 - An exterior verb I chemical barrier must be installed after construction Is complete, including�laandscaping and Irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: 'The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA 140 MPH WIND SPEED (ULTIMATE) WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 5-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V = 140 MPH) TYPE: 56 SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1Y" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. 0 0 0 Ch N Z O z � z ti g a - J C7 W N z o _j 22 U.- w U OW N c �N � U m '® w � o g `t m S � N zi9C� ` a J A o O W W V °'�1}1Ilffit�.s� `C9 Z 1 NLL. y..ataL, f; 0 J .. J V U•� ILL _j 0 �t F�Z To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O o w � u a 8 wo Wo >w 9e N U nj _ O E .0 o a o oa SO o ¢ < z N ao :? az ¢Ui mo rp c < Y o Zz z i u� 3 ctb 01 2r o W 0 �LL U Z C o _ =0 >I za �3 c O 0 co ,= N T 0 Q o N ILL � m LO.� o n r E N CD M M N M Z r n E 10 y Z ra C a E => 0 a o C JOB NO: 19-5336 SCALE : AS NOTED SHEET NO. SN 3 c CD v s t2 _ o CN cc LO I T3 d s 0 0 M L0 l rn N v v+ FV.. Q N E O S C i ti 0 N d 0 x J as ti rn N S 0 a rn N r-Cn 0 ROOF DIAPHRAGM NAILING SCHEDULE FILL CELL STD. 900 HOOK BOND BEAM C4, RIDGE LINE I w J Q (7 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + +C-0, + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + '_0" (TYP.) +++ +++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + c + + + + + + + + + + + + + + + + + + + + + + Fc + + + + + + + + + + + + + + ++ +++ +++++++++ + cr' lip SIMPSON MGT w/(22)10d in w NAILS TYP. GIRDER TRUSS � STD. 90° Cr CONT. #5 #5 HOOK BAR BAR BAR 2X TOP PLATE 5/8'b #5 CONT. THRU FROM BOLT 15/32" CDX PLYWOOD OR FOUNDATION C TO HIGHEST 7/16" OSB BOND BEAM BEAM STEP 2 x B.u.c N;L BOND — _J RIDGE LINE 140 MPH (1,110 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE SCALE: N.T.S. SIMPSON MGT w/ (22)10d 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 2nd FLOOR INTERIOR/EXT WALL SEE NAILS TYP. + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER PLAN FOR MORE INFO RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER CONT. BASE PLATE 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH BEARING COLUMN TYPICAL SIMPSON MGT TO SIMPSON HETA20 / HETAL20 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER SEE PLAN FOR REQ'D PLYWOOD FLOOR SHEATHING PER PLAN BUILT-UP COLUMN DETAIL INSTALLATION M I D SPAN @ 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH COLUMN AND FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED NOTE: CONNECTION TJI TO BE CUT TO ALLOW 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. FOR BLOCKING/TJI NOTE: UPLIFT VALUE 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 1 �--MASONRY """" IS BASED ON 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS WALL OR �' OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. INTERIOR BRG. WALL S.P.F. TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOORSTUDS � LOCATION OF above to bearing below. SECOND H10A SECTION @ INT. BRG. WALL ' �' '.`-:�: � `:� • (WHEN SIMPSON H10A DOUBLE JOIST CONSTRUCTION .- .` •. . REQUIRED Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" 5000s 1.8/1.7 p nel wood panels Two 3/4" wood panels or 2 x _ P 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 314" wood panel 1-1/8" or two 1/2" 60 2.D wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber (Not required if both loaded equally from above) N.T.S. w/ (18) 10d x 1 1/2" ) r NAILS Filler blocking # / 1/8" min. }Small gap 2" min• UPLIFT = 1015# 1/8" gap o / 2" max. 4" max. • Clinch nails when possible 1 1) Support back of web during nailing to prevent damage to LI web -flange connection. _ 2) Block solid between joists for full length of span. Tight fit 1 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/PlywoodlOSBwelo stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails 4" max. 2x • CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o c clinched when possible Stagger rows from opposite required when indicated or Web Stiffener Fastener Schedule Joist Bearing Location Series Depth I End Intermediate ® BCI5000s 9-1/2" 2-8d - 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI6000s® BC16500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d W' 2-8d 5-8d 16" 2-8d 6-8d BCl60s& 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d 146d16d1 5-16d 16" 6-16d 6-16d TYPICAL SIMPSON LUS/HUS/HUC TYPICAL SIMPSON H10A INSTALLATION INSTALLATION 4" MIN. EMBEDMENT SEE SCHEDULE FOR a SIZE AND QUANTITY O O 6 OF FASTENERS O 6 6 6 6 O O 6 O 666 6 o$vem - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Ya" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER 6 top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. - Under 2nd floor column w/ loads u N.T.S. higher than 15001b. BLOCKING PANEL, INTERIOR SQUASH BLOCKS AT INTERIOR Boise Joist Blocking Vertical load transfer =1 900 pff max. along bearing wall TYPICAL SIMPSON HETA20 / TYPICAL SIMPSON MTS BEARING Use 3" (10d) nails at 6" o.c. Required on interior walls : - for vertical load transfer Plumbing / HTS INSTALLATION Load bearing walls when load bearing - for lateral support when joists H ETAL20 INSTALLATION Vertical load transfer =1900 plf max along load bearing wall. meet over wall, or wall stacks directly over wall or Load bearing wall must stack beam below oversquash=20 blocks and Load bearing wall must stack over * Non -stacking walls wall or beam below.*blocking and wall or beam below.* require additional Joist consideration. Check When joists meet over wall, provide local building I -Joist can be offset lode for appropriate �1/16" 13/4"minimum bearing for each. details r One 10d box i up to 3" to avoid PLUMBING LINE areas=20 of high or=20 sinker vertical plumbing TOP (2) #5's x 4'-0" lateral load. nail each side 3" max CENETERED @ PIPE PVC OR SCH40 SLEEVE 10'-0" at bearing. Qi JOISTS OFFSET A/C CHASE 4" PVC PENETRATION TANK -LESS W/H N.T.S. SLEEVE THRU STEM e oist WALL d a ° . Provide adequate bearing _ _ • . CORNER OF for each lapped joist. Use o�Gc1r 9x3�"nails at Nonsstacking walls *�-r - q ° 4. d• ° q HOME H C G Squash block 10d nails require additional consideration. oo (2x4 minimum) — GARAGE SIDE 0 0 o SECTION INT. BRG. WALL FINI GRADE — • • 5'-0" N.T.S.10 _ � Bearing wall, Versa -Lam LVL or STUB -OUT FOR c 1'-0" 0 9 Glulam Beam GAS METER o - $ i° o �y = NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST Backer block (12" wide min.) SEE FND. PLN. KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE Nail with 10-10d nails. - — SIZE & REINF. IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) p Install tight to top flange. SLEEVE THRU STEM 12 BELOW • MEASUREMENTS ARE FROM FINISHED FLOOR io (see table below) •' • . • r GRADE PIPE VERTICAL THRU FND. • ROUGH -IN GAS TO RIGHT ALWAYS - 12" OFF -CENTER DO NOT cut, notch SEE PLAN FOR--'�• • • • ( ) " or drill flanges Joist hanger FOUNDATION INFO • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12 OFF -CENTER' ° ❑ STEM FOUNDATION 4 GAS CONNECTION DETAIL TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE A 1Yz" ROUND HOLE MAY 0 NOT CUT HOLES GRADE REINF. SEE PLAN CENETERED PI "*ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** _ 6" 6" 6" Filler block. �° PE PLUMBING LINE BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y2" Nail with PENETRATION THE WEB. PROVIDE AT OUND IN Nail with nails. LEAST 3" OF CLEARANCE CANTILEVERS \ ° , ° . d Backer block required where top �'��'{ n -�� FROM OTHER HOLES mount hanger load exceeds 250 lbs. ° • o -° ' .q MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" Install tight to top flange. ° T RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6' @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4' @ 24" O.C. 6-1" (2)16d TOENAILS 2" X 6' @ 24" O.C. 81-6" (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. 164" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING 8 V-0" 1'-1" 1'-2" 1'-2" 1'-3" 1'-3" 1'-7" 1'-11" 74" 2'-9" V-2" Any 16" joist 12 V-0" 1'-1" 1'-2" V-2" 1'-3" 1'-9" 2'4" 2'-11" 3'-7" 4'-2" 4'-9" Span (1t) 16 V-0" 1'-1" 1'-2" V-2" V-7" 2'-5" 3'-2" 3'-10" 4'-9" 5'-7" 6'4" 20 V-0" V-1' 1'-2" V-2" 2'-0" 3'-0" 4'-0" 4'-10" 5'-11" W-11" 7'-11" W-11" 24 1'-0" 1'-1" 1'-2" V-3" 2'-5" 3'-7" 4'-9" 5'-10" 7'-2" 8'4" 9'$' 10'-9" ° q. 1/4"-2" gap ? • ° . • (2) #5 REBAR SEE FND. PLN. Backer Block A/C CHASE 4" PVC I SIZE & REINF. "Top Mount" "Face Mount" SLEEVE THRU FOOTING NOTES: Backer block shall be tight Backer block shall be fight MONO FOUNDATION PIPE PERPENDICULAR TO FND. 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. to bottom of top flange with to top of bottom flange with 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. flange. flange. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS Web stiffner as TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF Web stiffeners are not required when top required if hanger CENETERED @ PIPE A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. flange is laterally supported by joist hanger. doesn't meet PENETRATION PLUMBING LINE 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE height TYP. FND. PENETRATIONS MEMBER CONDITIONS. _T requirements v ° q° 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF SCALE: N.T.S. A ° ev THE LARGEST HOLE. -0.6 X Joist I rr ° a 7. lY' ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. o p depth 'I I — — A ' ° e' ° G I 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y2" KNOCKOUT HOLES TURNED WITHER ° ° UP OR DOWN. o . 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. I -JOISTS BUCKETS SEE FND. PLN. HOLE CUTTING CHART N.T.S. SIZE & REINF. N.T.S. a 0 0 0 z N t0 z g J Mp �• N C7 to _ C1 LU to c �N w'0 �-- U co ®_ 0 U � Q N z z M -7 W Jr. 1 ��►�,',2 LLM 0 — � •� 0 s— ' 0 "•� O F E S S�Q`�`�!� ,�'rlfNltliill�� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. co M M z � rr Q � C E Q E¢ N U u O = K o O oa as xv ao SO z o E N ra $z g �w w� m Z ra C � z .x U NO o 2 oz Q W Ny- 3 3 8 LL Mo W W W;z o co w ozi< �o g 3 �o 0 M ^L, W �> > T_ O U o N F_ ca T�m � _ LO o r LO .� J C LO LO r T N 0) M c� N o Z E a o of U _J� Q p JOB NO : 19-5336 SCALE : AS NOTED SHEET NO. SN 1 I _ _ I '1 ! I I l -.- --1.1 1 1 1 _ It : I (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. <_ V-6". (2) @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & c @ 6" MAX FROM END OF 2 x PLATE (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3° 6 x 6 W1.4 x W1.4 UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH > 4:12 0 ° (2) LAYERS TYPE I OR TYPE II 1 A. (#15 OR #30) UNDERLAYMENT - °' . p FOR ROOF PITCH 4:12 OR LESS. rr T FOR UNDERLAYMENT o REQUIREMENTS SEE R905. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. _ 12 HURRICANE ANCHOR @ EACH �= — (TYP') VARIES TRUSS (SEE UPLIFT SCHED.) W/ g METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING INSULArION LE SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rG G NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" SN1 ELEV. VARIES FOR ADDITIONAL SLAB `S3 INFORMATION. 5/8" OR 1/2" HIGH ALUMINUM DRIP —17 STRENGTH CEILING IIII, EDGE 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O 1/O HIGH STRENGTH GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR / GYP. TYPE X @ ABOVE GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ 8"x8"xl6" NOMINAL BLOCK WITH TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ STUD BELOW TOP PLATE (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" SLAB & BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT OR 5/8"x10' WEDGE ANCHOR @ 24" x 6 W1.4 x W1.4 INCLUDE THE WALL e ° A.F.F. O.C.) 2 11 WWF OR FIBERMESH ATTACHMENTS 2" 0 / 3 1/2" MIN. 3 1/2" MIN. ELEV -0' \ a ° , ° ° a . -31/2" z • a ° ° o a n ° 4 2x4 CONT.° . ° ° A.F.F� pq °_ ° ° ' �: 'IITrF1/2"(min.)-4"N00 •rr rrr P •' 7�rrr _ . 0 �-. •. TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 wl (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". NSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10)10d NAILS 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 \ I WWF OR FIBERMESH Fri.-mal" 11� a ° 31/2"(min.)- 4" - 31/2"(min.) - 41 GARAGE DEPTH VARIES ° _ T - ° ° ° A e - (2) #5 CONT. 4„ — 1'-4" 8" (2) #5 CONT. 4„ , A 8" U.N.O. MIN.U.N.O. '•f MI . GARAGE SLAB AT STEP rB TYPICAL BEARING WALL STEP SHEARWALLK"C TYPICAL BEARING WALL @STEP CC SCALE: 3/4"-1-0 " S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 BOARD PER CODE (OR 5/8 ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING GYP, TYPE "X" @ GARAGE NAILED W/ 8d COMMON NAILS @ 4" O/C W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA Zx S.P.F. STUDS @ 1611 O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. GO°`' ENV 10S�GUP QGs. ABOVE) W/DRYWALL EE SOFFIT 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" 0/C M�N���o s SCREWS @ 7" O.C. SHEET \ ✓ `� N��N 1 ROW 2x BLOCKING MID HGT, CEILING & 8" O.C. WALLS LOAD BEARING OR INSULATION PER FBC AND ENERGY FOR WALL HGT. <_ 8'-6". 2 EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' NOTE: ( ) 8"x8"X16" KNOCK -OUT (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE SECTION C/S3 FOR ROWS 2x BLOCKING @ 3rd PTS INSULATION PER BLOCK W/ 1#5 CONT. 1"x P.T. STUD FOR WALL HGT. > 8'-6". CHART ON FLOOR FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION PLAN SEE CC/S3 OR cam\, LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @GARAGE G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. 1x2 P.T. HORIZONTAL 5/8"W' "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" (10)10d NAILS NAILER 8 C.M.U. TYPICAL BOLT INFO. PLATE WASHER TYPICAL 3RD LAYER 1/8 THICK. K.O. BLOCK 5/8"DIA. EXPANSION BOLT @24 " O.C. IF NO UP LIFT :: 3N @ 24" O.C. VERT. OR 2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR STD. 90-HOOK (SEE DETAIL) " " 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 TYPE S MORTAR ) 3500#, MIN. TENSION 2600# (6)1/4"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20' MIN. LAP [24" MIN. LAP] SPACE ANCHOR ) E 'SIMPSON SP1 SPACED EVENLY #5 REINFORCING BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 FIBERMESH N w/ (10)10d NAILS �„ WEEP SCREED INSTALLED BAR END OF 2" x PLATE--,,,.WWF OR FIBERMESH r 2x P.T. PLATE —1 wr> , ARCHITECTURAL TYP. � PER MFR INSTRUCTIONS w ,° FINISH ASSUMED FINISHED #3 OR #4 REINFORCING BAR 1x2 PT WD FURRING @ 24" O.C. ' ' GRADE �, � ° • � ° � z #3 & #4 LAP SPLICE GRADE40 MIN. Fy=40ksi a m � ° FINISH GRADE [GRADE 60 MIN. Fy= 60ksi] a p . • r 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL MONO OR STEMWALL " g ; > > • 25" MIN. LAP [30" MIN. LAP] CELLS (SEE FOOTING MONO SHOWN u = w U.N.O. FOUNDATION PLAN FOR CLARITY D D _ _ °O 6 MIL VAPOR BARRIER p ; ° -°T° w — --r R 17/8" `n FOR LOCATIONS) p p D ° o I=III=1 I I=1 I(=1 I=z I N #5 REINFORCING BAR = I- 1x4 P.T. BASE NAILER D I I I —I 11=I I I=1 11=1 11=1 I I- ? ° #5 LAP SPLICE (2) #5 CONT. - 1- — 4"x4" INSPECTION ° 1=III—III—I 1=1 I I=I 11=I I _� • — 31/4" BASEBOARD PORT AT EACH NOTE: ° COMP. SOIL. (COMPACTED TO — ° ON F CHAIRS g I � —III— � I —III —III —I � 1- N > 36" MIN. LAP [36" MIN. LAP] $" 1'-4" 8" *FOR BEARING WALL I=1 1=1 11=1 I I-1 11=III= T �) FILLED CELL TYPICAL _ _ _ = _=i 95% MODIFIED PROCTOR ASTM MIN. 2500 PSI CONC. SLAB W/ UPLIFT ONLY _ _ — = 10" M AT GARAGE CONTRACTOR I I I=1 11=1 1=1 1=1 1=1 11=1 1=1 1=1 1=1 11=1 1=1 11=1 11=1 11=1 11=1 i D1557) MIN PSI MAY VARY PER V) -� 1=1 I —I I I=I I I=I 1-1 (— I— I=I I=III=I 1=III=1 1=III=' 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK TO CUT BLOCK OR POUR "—' �_� I1=1 L-1 1=1I —III—III—I I =1I 1=1I1=1I= I �'— #6 LAP SPLICE TYPICAL INTERIOR BEARING MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLABW/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS F WALL W/ UPLIFT rG W1.4XW1.4 WWF OR "FIBERMESH" N, At, ° DECO FINISH 4" to 6" BELOW GRADE : Z I SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"-1'-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 Cl) - 00 31/2" WWF OR FIBERMESH 6 MIL VAPOR > �r I Z min. 4" BARRIER p i p 1 N a GRADE COMP. SOIL. ° • r 00Ira• (COMPACTED TO 95% (1) #5 REBAR w/ OPT. MODIFIED PROCTOR I S E N ENCLOSURE ASTM D1557) -` 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 11'4"(1 STORY) STD. 90 HOOK (SEE MIN. U.N.O. 4„ V-8" (2 STORY) DETAIL ) TYPICAL WALL SECTION A TYPICAL THICKENED SLAB EDGE L SCALE. 3/4 -1-0 S3 SCALE: 3/4"=V-0" S3 OPT: DEPRESS SLAB 5 Y" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS/DRIVEWAY CONCRETE SLAB 14 PAVERS O.H.D. RECESS � z c' • 4" 60 SEE A/S3 OR J/S6 I — FOR REINF. INFO. 3' MIN. CLEARANCE 1' " (T STOR / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS �•� SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. BLOCK WALL BEYOND EXPANSION JOINT 13 O.H.D. RECESS ;a CV ' T • i �.• y.. f... • .,_ • . 4" °P SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STC RY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 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. " CONNECTION INFO ° SEE PLAN FOR " &LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN ° N (2) HTS20 FOR STRUCTURAL r _ _ — E BEAM SIZE & N 4' a CONNECTION INFO T - t P.T. 2x 1/2" GYP. BD. „ HOLD GYP. BD. 1/2" FROM SLAB 0� • J CONT. BEAD SEAIA� a INTERIOR ° Y CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB ILI � c M 6 MIL VAPOR = — i'- BARRIER I I 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 MIN 7/16 O.S.B. SHEATHING 8 z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w SCHEDULE Q SEE TYP. WALL SECTION FOR ADDITIONAL w 6x6 P.T. #2 SYP SLAB INFORMATION J W ABU66 SLAB STEP & RECESS S.G.D. M SCALE:3/4"=V-0" S3 2X STUDS @ 24" O.C. U.N.O. 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 GARAGE ATTACHMENTS & 18/D1 PAD FOOTING 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL r. W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS 2 TO FOUNDATION PAD E :. INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. 11 ON FLOOR PLAN SIZE VARIES PER PLAN CV) CONT, BEAD SEALANT w/ MIN. (2) #5 VERTICALS z 005 R c� FILLED SOLID (SEE PLAN FOR = 6 x 6 W1.4 x W1.4 , '- SIZE AND REINFORCEMENT) c7 =III a e • I=III=III= =1' WWF OR FIBERMESH z W I —III=) III=1 I I—III=1 BRICK PAVERS or SLAB PER on v -1 I=I ! • ° a =1 1= L —_ — — — — I I=1 I I- i! 1=1=1T1=1Ti=iTi o'-o°FIN. FLR. COMMUNITY SPECSILL — I —I =III=III=1=1 I = _— =III=III—= FooTING _ t =1 III III —III —I 1-111=1 I I i 1=1 1=1 I I— I=1 III I I n I 1=1 11=' BEYOND i I I I PAD REINFORCEMENT-]-� I—III—i —' ,� 3" MIN. CLEARANCE INTERIOR • � • • COLUMN a 0 0 a 0 R _ z g Q = J C7 d N N Z v +-jUj VO IU N c U„ �— o g Of o z_ID • a se .N- N r $2 Ir m O J W C9 W W a m Z ppii it,Jjlp v ;! • © O F E S ` \\0`�`�`�� Ifltill To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. CD M LL- E E p =o oLL Z Q » =_o Q V w? tc oa w� Z C� —� N i a� WO oz az W� .�. i oY(,,) NO M0 zz z � < • QW 22 O U W � d U W� aLL a NW CD Zl 3 �O 0 ^L' W 1 "— M � T O Q C � � N r1 u.. 0 m ca T c � O � . r_ J O I0 TL- I� n r E N M CV)N 1"' ° Z C O E w C a U Q p -1 JOB NO: 19-5336 SCALE : AS NOTED SHEET NO. S3 (MONO) 1 1 r t i i (2) 2x6 OR (2) 2x8 SEE TYPICAL WALL SECTION TOP PLATE SEE I VENT OR 2ND FLOOR 12 PRE-ENGINEERED WOOD PLAN TRUSSES @ 24" O/C 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL (TYP) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE 3/4" FURRING STRIPS DOUBLE 2"x4" S.P.F. TOP PLATE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 7/8" STUCCO FINISH PER ASTM C. CONNECTION SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS 926 APPLY 3 LAYERS W/ TOTAL 2x DEAD WOOD @MID FOR CLEAN -OUT @ 8" O.C. OR 4d THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK POINT w/ 3 12d () DRYWALL NAILS MIN. EXTENSION FROM SOLID AREAS ARE ❑ SOLID AREAS ARE EACH. 3RD LAYER 1/8"THICK. DOUBLE 2x TOP LS SPACED EVENLY EVENLY EXTERIOR FACE OF BLOCK ❑ STEEL AND GROUT ❑ ❑ STEEL AND GROUT CRICKET AS REQUIRED PLATE HEADER FLUSH TO OUTSIDE OPTION WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 21/4" INTERIOR ❑ WALL ❑ ❑ FULL 8x8x16 BLOCK SIM SON SP2 w/ (12)10d NAILIS AT EACH STUD TRUSS BOTTOM CHORD OR 2x4 TO DRAIN G DOOR OPENING DOOR OPENING DOOR OPENING � 1/2" EXTERIOR GRADE SHEATHING@EACH BLOCKING W/ 2-16d TOE NAILS END _ FASTENED TO TRUSSES WITH 8d x BLOCKING @ EACH END W/ 10d @ J� ❑ ❑ COMMON WIRE NAILS @ 4" O/C " O.C. FROM EACH HEADER FACE EXTERIOR J BOUNDARIES 6" O/C EDGES & 8" BLOCKING ) LU O BLOCKING r[4 WALL CLEAN -OUT WALL ❑ ❑ ❑ O/C FIELD �_ z(2) 2x HEADERA 2x TOP PLATE PER PLAN SCALE: N.T.S. S4 ❑ 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM 2x BOTTOM PLATE W/ (1)10d @ 8" 1ST COARSE 2ND COARSE 3RD COARSE CARRIERIGIRDER TRUSS = _ _ CHORD OR BLOCKING VARIESO.C. TO EACH HEADER FACE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE SIMPSON HETA20 w/ 8 10dx1 1/2" 2x STUD @ 24" REFER TO WINDOW PRODUCT APPROVAL COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE NAILS AT EA. TRUSS VERTICAL WEB O.C. MAX. SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. (24" O.C. MAX) w/ MIN. 4" EMBEDMENT I L PROVIDE P.A.F. NAILS OR 2 x 6 (MIN.) FRAME MANUFACTURER. IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. WALL HEADER DETAIL TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT D MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE S4 SCALE: N.T.S. S4, SCALE: N.T.S. S4 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) ° AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL d ° 12 SEE TYPICAL WALL SECTION (TYp) SEE ELEV. PRE-ENGINEERED WOOD W/ STD. 90° HOOK IN K.O. BLOCK TYPICAL INTERIOR NON- TRUSSES @ 24" O/C VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL E BEARING WOOD FRAME WALL j UPLIFT CONNECTOR 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE (SEE SCHEDULE) 0 B E 2 4 SPF #2 KNOCK OUT NOTCH LINTEL WHERE REQUIRED BLOCK w/ (1) #5 ] FOR CONCRETE PLACEMENT / 96 3/8° FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) SCALE: N.T.S. S4 SCALE: N.T.S. S4 D U L x TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W! STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW tttttttt� ttttttttttttttt� �� � � ��,� � �� ._■ rSTD.., .. - •III :. OPENINGS - - .. •• FILLED CELL W1 (1) SEE •'.•-LOCATION�VERTICIIIII .■ ■fll �IIII IIII_ Milli:NEI IIII_� —11Ii ■�I�� III■_ �IIII IIII� x TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO 88" NOT TRANSFER LOAD. _ PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE 2"x BUILT-UP COLUMN SOLID MEMBER OR ° WALL a d d ° THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON P.L. 1,8E Fb=2400 PSI (AS PER PLANS) a DOOR STOP PSPN516Z w/ (12)16d NAILS 71" ° d d MOLDING TOP 2 ROWS 10d @ 3" (14 O.C. ° o ° • HTT4 wl (18)10d NAILS (3610# SPF) — 2 x 6 P.T. GARAGE SPLICE E OF ° o • HTT5 w/ (26)10d NAILS (4670# SPF) 58" DOOR 4 , SPLICE STAGG RED 8 ° , • DTT2Z w/ (8)1/4" x 11/2" SDS (1835# SPF) ° — tij� • N. o ° • HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (2215# SPF) ° ° • HDU4-SD52.5 w/ (10)1/4" x 21/2" SDS (3285# SPF) 41' J-BOLT i 14/� _ • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (4065# SPF) — TRACK � • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) 34" BRACKET " �' OAS 10d @ 8 0/C • HDU11-SDS2.5 w/ (30)1/4" x 21/2" SDS (6865# SPF) _ T �NC�c • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" A EMBEDMENT w/ WASHER & NUT ATTACH ALL 9 • FOR DTT2Z USE 1/2"DIA. x 12" EPDXIED 10" DOOR TRACK W/MOUNTING ANGLE EXTERIORSTUDS 1g0 )AILS A.T.R. MIN. 8"EMBEDMENT w/ WASHER & — 6 3/4" T/TOP PLATE NUT 31 /2" — • FOR HDU8 USE 7/8" DIA 12" EPDXIED A T R NOTES: NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE: " IN. 8" EMBEDMENT w/ WASHER &NUT 1/2" EXTERIOR GRADE SHEATHING FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE BOTTOM SPLIC 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. OVER STUD • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. FASTENED TO TRUSSES WITH 8d COMMON NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION AT LEAST 4'-0" LONG. TYPICAL MIN. 8" EMBEDMENT w/ WASHER & NUT WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C _ _ _ PORT EDGES & 8" O/C FIELD = __ @ACH VERTICAL REBAR &DIRECTLY ABOVE THE LINTEL. - TYPICAL GARAGE DOOR BUCK K TOP PLATE SPLICE DETAIL rM HTT / HDU TENSION TIE rN SIMPSON SP1 w/ (10)10d Q2 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED SCALE: N.T.S. SCALE: N.T.S. SCALE: NTS NAILS AT EACH STUD BLOCKING (TYP.) PROPERLY. S4 S4 S4 2x P.T. PLATE\_ROOF TRUSS 0 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. F= 2240 LBS 5/8" x 10" "J" BOLT @ 24" O/C MAX 4 OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT SIMPSON SIMPSON SIMPSON C W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) REQUIRE REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. FLOOR PLAN. AND FILLED SOLID W/GROUT MOISTURE BARRIER TYPICAL FILLED LINTEL ASSEMBLY C' 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK SCALE: N.T.S. S4 KNEE WALL ABOVE MASONRY WALL DETAIL rF V 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 A END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1)LSTA30 4'-9- (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 ITSP4 SP2 SIMPSON SP4 8P2 SIMPSON SP4 ROOF TRUSS ABOVE 2X TOP PLATE 2X STUDS @ 24" O.C. OVERLAPPING v( BLOCKING 8"x10" "J" BOLT NAILED @ 24" O.C. MAX. INTO 10d NAILS @ 6" (2) 16d TOE NAILS MIN. (2) PER TRANSOM STAGGERED EA. BLOCKING BOTTOM PLATE TRANSOM FRAMING FRAMING WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO FLAT STRAPS PER CHART ABOVE TO BE BENT SECTION 2X P•T• PLATE SEE SECTION AA/Sl CREATE A SOLID BASE FOR OVER TOP PLATE ** HOLD DOWN CONNECTIONS AND BB/S1 FOR ADDITIONAL DETAILS is 2X8 WALL ABOVE ENTRY 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. NOT REQUIRED @ BARING WALLS NOTED SIMPSON SCRAP MATERIAL WITHOUT UPLIFT SP1 • K.O. BLOCK W!(1) SEE FLOOR PLAN NOTES FOR SIMPSON SP4 SIMPSON SIMPSON J-BOLTS @ 24" O.C. #5 CONT. & T�i REQUIRED CONNECTION RECESS SP4 SP4 MAX FILLED o S�cFp 00� LINTEL � 2-ROWS 12d NAILS STAGGERED 2X P.T. PLATE @ 2'0" O.C.BOLTS @ 2'-0" @ 12" O/C EACH FACE OR FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR ° ° d 2X8 P.T. BOTTOM P TE MASONRY WALL FOR WATER SHED. 2x CRIPPLES @ GREATER HEADERKEEP STIFFENER BACK FROM SIDES ENOUGH 16" O.C. W/ (2)12d TO ALLOW SPACE FOR FLAT MASONS TOOLS TOENAILS T/B 5/8"x10" "J" BOLT @ 24" O.C. MAX. SIMPSON SP4 w/ (6) (2) 2x HEADER SEE PLAN SIMPSON SIMPSON C SIMPSON (MIN. (2) PER BOTTOM PLATE) C (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY 10d x 1 1/2" AT EA 1 SP4 SP2 MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END STUD (USE SP6 FOR • INTERIOR HEADER: SP4 MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) 2x6 WALL, USE SP8 S4 (1) 2x SILL PLATE W/ (2) 10d NAILS @ 4" FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL FOR 2x8 WALL) 12d TOENAILS BOX HEADER STAGGERED 10d NAILS @ 6" O.C. STAGGERED Ivs4 10d NAILS @ 8" • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) TRANSOM FRAMING SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. O/C TYp. 12d TOENAILS NAILED INTO '� c c BEYOND. IN PLACE CONCRETE GARAGE DOOR TRACK MOUNTING BRACKET DOUBLE 2x • OPENING LARGER THAN 4 FT: TRANSOM PLYWOOD FASTENED TO TRUSSES L GARAGE FLOOR SLAB /-8x8x16 C.M.U. CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON FRAMING WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD TROWEL FINISH SEE TYPICAL (U.N.O.) LS30 w/ (6) 10d x 1 1/2" EACH TRANSOM FRAMING O/C BOUNDARIES 6" O/C EDGES c E SHEATHING GENERAL NOTES GARAGE DOOR ROLLER GARAGE DOOR TRACK SIDE SBB/SlEE SECTION D & 8" O/C FIELD S4 SLOPE FORWARD CONNECTION ASSEMBLY FOR ADDITIONAL FOR DRAINAGE GARAGE FLOOR 2x STUDS TYP. DETAILS B ; TRAVEL DIRECTION OF It SIMPSON SP4 w/ (6)10d x 1 12" GARAGE DOOR SIMPSON (USE SP6 FOR 2x6 WALL, USE PLYWOOD O� SIMPSON HTT4 TYP. OA�c OR U.N.O. SEE N/S4 SP1 SIMPSON SP8 FOR 2x8 WALL) SHEATHING ** RECESS SIMPSON SP4 • SIMPSON SP2 wl (12) 10d NAILS MASONRY MOUNTING BASE DETAIL Q HOLD DOWN LINTEL SP4 • SIMPSON SP1 wl (10)10d NAILS WALL BELOW 5/8" X10" J-BOLTS @ 24„ O.C. CONNECTIONS MAX. (MIN. (2) PER BOTTOM ° SCALE: N.T.S. d NOT REQUIRED @ PLATE) r P.T. BOT. PLATE BEARING WALLS NOTED ALTERNATE: SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR OTTOMB E WITHOUT UPLIFT d° d EPDXIED DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2 ABOVE FINISHED 2X8 P.T. BOTTOM MIN 6" I TO BOND B AM rp FOR GARAGE DOOR AND WATER GARAGE FLOOR. PLATE @ 24" O.C. GARAGE ENTRY F� INISHED MASONRY DETAIL SHED FORWARD THIS DRAWING. WALL HEADER DETAIL ("Q D FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. S4 5/8"x10" "J" BOLTS @ 24" O.C. MAX. SCALE: N.T.S. SCALE: N.T.S. (MIN. (2) PER BOTTOM PLATE) S4 0 a 0 O 0 0 z z z g co QC� d N N z �iru ,Q)�l T VJ y O W� V) c E �N U 00 �— m E ..w c �Q Q 0) 4M 14M � N N 1 w a W .;�1 0.! ° a �LL � W 0 a' _ E g! Z O .0 N �}0 co 0q v� 110101111111 0 E SS`�e�\ 11ll To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. o s w LL. E a E 0 o U U QQa o E alo o SV rrL Z o � M �= a WW N C _ C Z2mo =Y "'m Oz z� z � � J >� �b �w O aw gw �o U W U W. � Lnw _ o w, >_ CIDa •a z a 0 c O 0 �M ^L' W �— CM > t— o Q C o N m Co v c � LC) Lo J' o V / 04 M M 04 ' o ? z O N E su EL 0 _j a o JOB NO: 19-5336 SCALE : AS NOTED SHEET NO. S4 SEE STRUCTURAL NOTES AND TOENAIL W/ (2)16d NAILS BACKNAIL W/ (2)16d NAILS SIMPSON H10A w/ (18) BACKNAIL w/ (2)16d NAILS SIMPSON H10A w/ (18) SIMPSON SP4 w/ (6)10d x 2x4 BLOCKING—",',2x4 "T' BLOCKING NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" OUTLOOKER7 SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. �� �� 10d x 1 12" AT EA.7 2x4 SEE STRUCTURAL NOTES OUTLOOKER �� 1 12 AT EA STUD (USE BACKNAIL wJ (2) 16d NAILS SIMPSON H10A w/ (18) °� 48" O.C.16d NAIL "L" BRACE @ 24" O.C. NAILING SCHEDULE FOR OUTLOOKER OUTLOOKER AND NAILING SCHEDULE SP6 FOR 2x6 WALL, USE 10d x 1 12" AT EA. SEE STRUCTURAL NOTES ATTACHED W/ TOP CHORD SHEATHING DETAIL 24" O.C. @ FOR SHEATHING DETAIL SP8 FOR 2x8 WALL) AND NAILING SCHEDULE OUTLOOKER 2x4 OUTLOOKER 10d NAILS @ 4" BLOCKING FOR FOR SHEATHIN DETAILTYPICAL FIRST FOUR ROWS OF 45° ± 24" MAX. TOP CORD BLOCKING 45°± 2X4 CONT"L" BRACE TOP CORD BLOCKING 2x4 OUTLOOKER @ 24" O.C. (OPTIONAL - SEE TOP CORD TRUSSES @ SIMPSON H10A wJ (18) FOR FIRST FOUR FASTENED W/ (2) 10d 3" FOR FIRST FOUR ROWS 4 MAX. ELEVATIONS) BLOCKING FOR FIRST FOUR ROWS GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL EDGES OF 2x4 CRO BRACE „ 10d x 1 12 @ EA. ROWS OF TRUSSES @ AT 24" 0/C. CMID HEIGHT OF TRUSSES @ EDGES OF TRUSSES @ 5 SCALE: N.T.S. S5 SHEATHING APPROX. 8" FROM OUTLOOKER TYPICAL RIDGE FASTENED AT @ EDGES OF OF SHEATHING TYPICAL DOUBLE TOP PLATE SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 2x4 CROSS BRACE APPROX. 8" 2"x4" CROSS BRACE 24" MAX. EDGES OF „ 48 O.C. EACH JOINT W/ (3) 10d �� �� L BRACE TO EXTEND AT LEAST 90% OF WEB @ 8'-0" 0/C. EXTEND AT LEAST 90% OF ; FROM RIDGE FASTENED AT APPROX, 8 FROM RIDGE FASTENED AT SHEATHING TYP. "L" BRACE TO EXTEND " 2x4 T BLOCKING MAX. & 210d TOE NAILS @ () EA. END @ 48" O.C. LENGTH (SEE TABLE) 2x4 CROSS BRACE APPROX. 8" FROM WEB LENGTH & NOTCH AT BOTTOM CHORD (SEE TABLE) EACH JOINT W/ (2)10d & (2)10d TOE NAILS @ EA. END EACH JOINT W/ 2 () 0 AT LEAST 90 /o OF WEB 2x4 BLOCKING @ 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT EACH JOINT W/ (2) 10d SIMPSON H2.5A w/ (10) 8d 2x FRAME WALL (SEE WALL 10d & (2)10d TOE NAILS @ EA. END LENGTH SEE TABLE ( ) GABLE TRUSS 48" O.C. "L" BRACE ATTACHED 16d NAIL • SILL 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING & (2)10d TOE NAILS @ FROM LEDGER TO BLOCKING SECTION FOR SIZE &SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR W/ 10d NAILS @ 4" O.C. — J ATTACHED W/ 10d EA. END : 1/2"CDX PLYWOOD OR 7/16" @ 48" 0/C FOR THE (2) 16d 7/16" OSB SHEATHING TYPICAL NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 10d NAILS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST W/ 10d NAILS O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" GABLE TRUSS WEB 10dX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7 1/2" CDX PLYWOOD OR 7/16" 16" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD SINGLE "L" BRACING DETAIL \i THROUGH CHORD CORD ATTACHED W/(2)16dTOENAILS OSB SHEATHING ATTACHED (2)16d NAILS BOTTOM ATTACHED 6 SCALE: N.T.S. S5 jL:T INTO 2"x6" P.T. PLATE w/ 10d NAILS @ 6" O.C. 2"x4" LEDGER (MATCH BOTTOM CHORD 2x4 PANEL BLOCKING @ 48" 2x BLOCKING EDGES AND 12 O.C. FIELD W/ (2) 16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) CWEEP O.C. FOR THE FIRST (4) " „ 10dx3 @ 4 O/C DIAPHRAGM FASTEN WITH 10dx3" 4" 0/C SPACED @ INSTALLED PER MANUF. �� �� 2x6 P.T. SILL " „ ROWS OF TRUSSES FROM NOTCH L BRACE HERE 2x4 "T" ON TOP OF PANEL SIMPSON HGAI OKT w/ (4)1J4"x1 1/2" BLOCKING @ @ 48" O.C. MOISTURE BARRIER ., .. " „ ., 5/8 x 10 J BOLT @ 48 O.C. EA. END TYP. TOP & SCREED BOTTOM ATTACHED w/ (2) BLOCKING, FASTEN WITH 10dx3" @ 4" O/C SDS SCREWS TO TRUSS & (4)1/4"x3" 48" O/C GABLE TRUSS 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. 16d TOENAILS 2x4 LEDGER (MATCH BOTTOM SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ 12 10d ( ) NAILS AT EACH STUD TRUSS VERTICAL PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER CHORD SLOPE OF ADJACENT DBL. TOP PLATE 10dx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS TRUSS) STUD WALL SEE TYP. SEC.) ( (2) 2"x8" "L" BRACE NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" �� & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH FASTENED WITH (3) STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4 1 EMBEDMENT IN KO BLOCK GABLE WEB 2 SECTION 3 SECTION 4 16d PER SIDE WEB, USE MSTAM36w/(7) —SECTION " n SCISSOR GABLE T BRACE 10d NAILS & (4)1/4"x21/4" SCALE: N.T.S. SrJ SCALE: N.T.S. S5 SCALE: N.T.S. StJ SCALE: N.T.S. S5 � TITEN ON OUTSIDE AS PER HIS 91 SCALE: N.T.S. S5 SIMPSON H10A w/ (18) BACKNAIL W/ (2) 16d NAILS 10d x 1 12" AT EA. 2x4 OUTLOOKER 8d 6"O/C 20'-0" MAX "X" BRACE SEE DET. J/S5 20'-0" MAX CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. REFER TO DETAIL J x2 N N SEE STRUCTURAL OUTLOOKER @ 24" O/C @ 2 x 4 BLOCKING w/ (2)10d WOOD TRUSSES TOE NAILS AT EACH END @ ON SHEET S5 FOR ' " NOTES AND NAILING TOP CORD 24" O/C (TYP) X-BRACING, AND TOP N SCHEDULE FOR BLOCKING FOR CHORD BLOCKING `� ;0°° SHEATHING DETAIL FIRST FOUR ROWS INFORMATION OF TRUSSES @ 1 1 1/ 2"x4" CROSS BRACE 24 MAX EDGES OF " WOOD TRUSSES �° APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND 2x4 RAT RUN BRACING i l 1 1 " EACH JOINT W/ (2) ; AT LEAST 90% OF WEB AT 24" O.C. ON TOP OF 10d & (2)10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 NAILS @ EA. END GABLE TRUSS z -- -- TRUSS SPANS ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" BRACING w/(3) 10d x 3" AT w @ 48" O/C FOR THE OSB SHEATHING ATTACHED (2) 16d NAILS AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. • EACH CONN. @ 24" O/C SIMPSON HGAMIOKTA OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS " TRUSSES FROM EA. E ES AND 12" O.C. FIELD SIMPSON HGAM10KTA wl (4) MOISTURE BARRIER 2x4 BLOCKING @ 24" CKIN2) W/ 2x4O/C " �� �� (D = 0.148 , L = 3) OR EQUAL (D = 0.207 , L = 4112) OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & JACK TRUSS 1/4"x1 1/2" SDS SCREWS TO w/ 16d (4)1/4"x1 1/2" SDS TOENAILS @ EA. END NOTES: BOTTOM ATTACHED SEE PLAN FOR BLOCKING & (4)1/4"x2 3/4" BOND BEAM SCREWS„ 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS CONNECTION TITEN TO CMU TO BLOCKING & (4) MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) MASONRY WALL 11 4 3/4 a a TITEN TO CMU ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL 2x4'T" ON TOP OF PANEL ARCHITECTURAL FINISH NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP & BOTTOM CHORD OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING FASTEN WITH 2x4 BLOCKING W/ i CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3 @ 4 O/C (2)12d TOENAILS THAT MY BE REQUIRED 4'-0" O.C. MAX. FOR EXT. WALL CONN. @ COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF ( 2)'T" BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES NON - LOAD BEARING LOCATION B.U.C., SAME NUMBER OF ROWS, SAME SPACING) EXT. WALL CONN. @ NON - LOAD BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. D SECTION g BEARING LOCATION UNEVEN CLG. REQUIRED MINIMUM PERMANENT TRU BR ("'L SEE TYP. WALL SECTION FOR SCALE:3/4"= V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ) E ss ACING PLAN ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. S5 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 AS PER SCSI 1-13 SCALE: N.T.S. S5 S5 ADDITIONAL INFORMATION. SCISSOR TRUSS c45° 2"x4" OUTLOOKER @ 24" 12 O.C. W/ (2)10d PER JOINT 6.9 MAX. MINIMUM 2x OVERLAP TRUSS BRACING CROSS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP (SEE PLAN FOR WOOD TRUSSES LOCATIONS) 10dx3" O/C TOENAIL 6" 0/C 2"x4" RUNNERS W/ (2)16d TYPICAL (2)16d PER NAILS JOINT "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - 3'-0" 3'-0"- 6-0" 6'-0" & GREATER SCISSOR GABLE - (1) 211x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING S5 12 DOUBLE TOP PLATE 6.9 MAX. 2X4 LEDGER SIMPSON LSTA18 TUDS @ 16" O.C. ONT.BEARING DBL. TOP PLATE STUDS @ 16' O.C. SIMPSON SP2 w/ (12) HIP FRAMING REFERENCE PLAN WOOD FRAMED GABLE END BRACING DETAIL CONT. BEARING 10d NAILS AT EACH GABLE END BRACING DETAIL GABLE END BRACING DETAIL SCALE: 314 STUD T UP TO 30'-0" -SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION MEAN WALL HEIGHT UP TO 30-0SEE STRUCTURAL NOTES SCALE: N.T.S. MEAN WALL HEIGHT MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. FOR WIND SPEED SPECIFICATION 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) ALTERNATE NON -DROP NOTE: CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 GABLE END DETAIL MINIMUM (2)16d PER JOINT MINIMUM 2x4 TRUSS BRACING 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES COSMETIC DROP CEILING FRAMING SCALE: N.T.S. BRACE TO EXTEND FULL HEIGHT OF GABLE. SCISSOR 'TRUSS CROSS BRACING DETAIL J TRUSS BRACING OVERLAP DETAIL("'_M� 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SCALE: N.T.S. S5 SCALE: N.T.S. S5 W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS 1 GABLE TRUSS 4 SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION S� "L" BRACE W/ 10d @ 4" O.C. 12 12 (SEE SCHEDULE FOR SIZE 69 MAX. AND LOCATION) ' 6.9 MAX. "L" BRACE W/ 10d @ 4" 0/C 5 (SEE SCHEDULE FOR SIZE 5 AND LOCATION) S5 SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) GABLE TRUSS 6 6 S5 S5 a 'a 0 0 0 END JACK 1 V-0" MAX. cc ✓,9 o CORNERJACK 0 Y a v w z Cr 0 luti 0 0 M C4 Z pN OD z a � V, z q� c� w U C) - OW� N c E U s a 0 � N LU �Ot�'�11�t!�CI z Z OyLL tZ�.� �r ••'p Q` o 5 0k Q�Joh v P� z pROFE.•s O �� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W M ��o ry E io >� K o Q d n3 u XU � O oa SO U Z O E d �o °do dz Ww wf L �a C z OUYU m o Zz Z C/) 7{ s �o U W d S o aaLL y= a yw �F Flo � °zla'= a � 3 C C:)O AL\J W > T O Q C o N m r re O v _ I LO T I � Lr0% 0)1� E M N n z z E O M a o „ M U Q p 1 3 JOB NO: 19-5336 SCALE : AS NOTED SHEET NO. S5 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL UNACCEPTABLE INSTALLTION DOOR JAMB (REFER TO PRODUCT P.T. TO PRODUCT TO PRODUCT APPROVAL FOR CONN. MAX PROPER INSTALLATION 8" DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" O.C.. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1 X 4 ♦ #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 1x4 P.T. 3-1/4" LONG X 3/16"0 FURRING 3/16" 0 X 3" LONG FURRING TAPCONS (2) ROWS 3/16�' x 3-1/2" FURRING #5 REBAR AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCON @ 16 O.C. & 4 STAGGERED @ 16" 2X8 (TYP) ♦ ' BLOCK@ SPACING 11 1 DETAIL 1x8 P.T. FROM EACH END w/ MIN. O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH 1X8 ' PER MANUFACTURE MASONRY THROUGH 11 1-1 /2 DETAIL 1x8 w! (2) ROWS 8d�NALS 3" DETAIL 90° HOOK (TYP.) STD. 90^ 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12 O.C. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB "" 16" DOORJAMB (REFER 1x4 P.T. TO PRODUCT Q METAL SEAT PLATE I OM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL NOTE: DOOR JAMB (REFER W/ MIN TO PRODUCT T. TO PRODUCT APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" LAP SHEATHING TO BOTTOM OF BAND 6EAH I x 3-1/2" TAPCON 16" @ 1x4 JOIST TYPICAL APPROVAL FOR CONN. „ „ (2) ROWS 3/16 x 3-1/2 O.C. & 4" FROM EACH TAPCON 16" O.C. & @ END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ FURRINGSIMPSON t INOTC ' ±2" �@ FIRST COURSE HGAMIOKTA 12" O.C. @ w/ (4)1/4x1 1/2" SDS SCREWS ..Q'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 IL WEB AT _ ♦ INTO BAND JOIST & (4)1/4"x2 3/4" 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" 0' 3-1 /411 DETAIL +5„ FNOTCH TH IRST 2 COURSES E '' TITEN INTO K.O. BLOCK E BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS �CC LED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION rH RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION A -A UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. =1610 # FOR 2 STRAPS + FILL 1st 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8" �. SOLID W/GROUT . � 1 PLY PRE-ENGINEERED TRUSS ! 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1/4"xl 1/2" SDS 1/2" DRYWALL * SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7)1/4"x21/4" TITEN = 2150 #) • �` 2 x 8 45' DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE r BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION .�• 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 1/2" CUT HOLE IN O.S.B. FOR BUILT UP PLWD. BUCK ARCH PANEL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. SCRIBE (NOTCH)POLY-CELL FACE OF ARCH W/ (3)10d NAILS BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL OVERHAN ..:` ;:.::� CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR—' 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB PROVIDE TAPCON WITHIN N.T.S. ••• • •+ ` INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 4 MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF RETROFIT WALL OVERHANG DETAIL NTS) INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED) Wl (3) #6 X 4Yz" WOOD ` DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL (2)10d NAILS @ 8" O.C. ARCH DETAIL i . 4' MAXRAD. USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ kOV FR TO TRUSS TOP CHORD yqN MIN. 4" EMBEDMENT AT 16" O.C. + �F �GTh 1 r-Orr 5111 -0 SCALE: N.T.S. SS 12 + + PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS ° WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED > p EMBEDMENT INTO ) PER NAILING SCHEDULE ALL TO SUPPORT ° �1/4" MAX 2,_0" 8" TRUSS + SOFFIT p p t'D p #5 BAR p BLOCK HEADER T SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON + + 10 A p ° ° CENTERED W/ g H BLKG. & BUCK 2X6 TO 2X4 'NAILS 2X4 SYP r p ° N 1 X 4 FURRING 8d EACH TRUSS p Ig KNOCKOUT / CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK i i 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE B PROVIDE (2) MIN. PROVIDE 2x CONT. W/ (3) CONNECTOR ' ' MONO FOOTING - � � i •p D ° p ° SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE BUCK - (1) WITHIN 4" 12d NAILS SEE LINTEL , AND SECTION DETAILS -I BRACE EXCEEDS 24" JACK TRUSS PROVIDED BYJ SCHED. LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 _ 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT CLEAN FILL DIRT z — TO BE INSTALLED OOOF BUILT UP PLWD. BUCK- PLAN PRECAST LINTEL ° STANDARD o SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION p 90' HOOK 04 #5 BAR IN r TO FIT ARCH CONNECT W/ START OF ARC IF TRUSSES USED) W/ (2) #6 X 4%" WOOD FOR OVER HANG _ FILLED CELL 8d NAILS 2 x 4 SOLID BLKG, (FULL WIDTH OF WALLS) 4 MAX. RAD• SCREWS @ 16" O.C. MAX. OR IF MASONRY '- " (MAX. 4 0) BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE (2) 1/4- X 31/2" TAPCONS AT 16" e INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. "" ' � � ` ^� ' � � ' ^� '� ' ' "� '� � " „' �� ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL K SECTION @ ENTRY L SECTION @ ROOF EXTENSION M STEMWALL FOOTING SIZE AND B-B REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" =1'-0" SS SCALE: 3/4" =1'-0" SS SECTION DETAILS SCALE: 3/4" =1'-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5"MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT &NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR SIMPSON HTT4 w/ (18)10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER 1/2" NAILS TO STUDS & (1) - COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 PER ANCHOR ) WHERE THIS CONDITION (1) #5 BARS CONT. OCCURS 5/8" DIA. ALL THREAD ROD } #5x6' EMBEDDED INTO EXISTING BOND BEAM Cr E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL TOP WITH MIN. 3" EPDXIED SIMPSON "SET' IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 6'_0" N. EPDXY MIN. 6" EMBEDMENT & < SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER F F 3" MIN. EDGE DISTANCE 2 FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP "' NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE A. 0 THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL I+ > o UJ a A REINFORCING AS FOLLOWS: _ _� 1 PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT : g PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ III > ° z #5x6' EMBEDDED INTO EXISTING FOOTING COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL g (2) #5x6' IN CONC. SMOOTH. DO NO FURROW. ° o :° I N " FILLED CELL DRILL 3/4 x5 MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE P, p . ► I ` . SET BAR IN EPDXY, FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP \ O G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: Cl) REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. g \ H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS o TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° \ .� 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL ' (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE 16" MIN. COVER EA. WAY WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. = SCALE: 3/4„-1-0 SCALE: 3/4„-= 1-0 „ FOR WIND SPEEDS UP TO 110 MPH", PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. a 0 0 r� z C4 z g M d N �N z 4-J LU y O LLr tJ) r~ E Ln U m ._ U 8 Q. Q o s�o w 2 E N rnICA Ru 9 us L4• o '' C.2 0� ; • 0 IFES �rE�tlfiltli�`''t To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. o CID CI) W Z O � QEu J U_ ZO woaQ z >Q g o E (� (6 � ao � XU wU � O ?U Z N T8 °do 0 < X;!0 ¢� +�,,. l.. Cx C:ym o U 1 a Oz Z z �y J aw iO N a' w O gLL U a W CL 3 rJ w <o O� u �W 1- o Z w 7 F >� a� v 8. °3 C O Lb J M L F--- \� W .= 0 h T O o C L (V m C I\ r � O � T � .� J r O = n LO r r ui COM CV o m z r N n E O Z a v _j ¢ o JOB NO: 19-5336 SCALE : AS NOTED SHEET NO. SS ....! 1„f�+[ i t@II['[>•f I'�lL' ..elm }ter —,. I 1 I 1 9 iu M . o rn to W3 t 3 a "s t2 16, 40 LO t c v C FV— Q 01 N 01 �p S. E 9 w E x L ii U i a i 0 x J N 0 rn N 3 tR CROSS BRACING DETAIL (TYP.)r1 SCALE: NTS TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. 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. Dg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS 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 DEPTH 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. n DIRECTION TYP. —� -----LWOOD TRUSS J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE OL VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE: NTS DIAGONAL - AT 8'-0" MAX 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. 'VA TRUSS HIP G.T (2) 12D NAILS AT 12" O.C. MAX U10/0IP1r_%C DI nf-%[/IA1f7_% n=rA II SCALE: NTS (2) 2x8 #2 SYP w O.S.B. FLITCH PI TOP @ TRUSS E U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"X2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY MASONRY WALL 4 SCALE: NTS SIMPSON LSTA18 VERTICAL SCAB 2 x 6 w/ (12) 10d NAILS SEE PLAN SIMPSON HUC410 w/ (14) #2 SPF 48" O.C. W/ (4) CENTERED AT 16d INTO HEADER & (6) FOR CANT. 10d TOP & BOTTOM SPLIT TO TIE 10d INTO BEAM -SEE 00 OR SIMPSON H2.5A w/ BEAMS TOGETHER ROOF PLAN FOR MORE 00 (10) 8d NAILS INFO 00 COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"0.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM 2X4 CONT. AT—/ CONC. MASONRY T & B CHORD 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 OL VARIT IES 2X4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d TOENAILS TO TOP PLATE & (2) 12d END NAILS TO TRUSS BOTTOM CHORD MIN. (2) Zx4 SPF TOP PLATE ROOF SHEATHING ATTACHED PER NAILING SCHEDULE COMMON TRUSSES. 3EE TRUSS PLAN FOR CONNECTION INFORMATION. dKVARIES SEE PLAN FOR WALL LOCATION MIN. 2x4 #2 SPF STUDS @ FA 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO SEE PLAN FOR PLATE BELOW TOP OF WALL e MIN. 2X4 #2 SYP P.T. PLATE W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE o 16" O.C. MAX. INFO. SECTION @ ENTRY 8 SCALE: NTS SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN FOR COLUMN SIZE INDICATED ON BM. & ADDITIONAL INFO. SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON SC EDULE/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT A SEE ROOF PLAN FOR BEAM SIZE & SCALE: 3/4 CONNECTION INFO. BM. SPLICE OVER CENTER OF POST A A SEE PLAN FOR SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE PLAN FOR CANTILEVER IF SEE FLOOR PLAN FOR INDICATED COLUMN SIZE & ADDITIONAL INFO. \N (WOOD COLUMN SHOWN) F'�F O, CORNER SEE FOUNDATION PLAN FOR MORE INFO n COMMON BM. ATTACHMENT SCALE: NTS i EXTERIOR SHEATHING 2x4 STUDS w/ SIMPSON � ATTACHED PER NAILING SCHEDULE SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. i 2x4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION r22"'� SCALE: NTS SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. ju 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM MIDDLE [— SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. `—• MASONRY WALL BELOW: SIMPSON °.. HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN m.4.. (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE SCALE: NTS JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE EXTERIOR SHEATHING EM ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL ENTRY FRONT WALL 6 SCALE: NTS 2x4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED w/ (3)10d 7—PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. • SIMPSON LUS26 w/ (8)10d NAILS OR IF 2 PLY TRUSS SIMPSON ZSEE LUS26-2 w/ (8)16d NAILS TO 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 LOW ROOF/WALL SHEATHING ATTACHED PER NAILING SCHEDULE 2x STUDS @ 1611 O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/ L (2) 2x6 BLOCKING UNDER— FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT �39 SCALE: NTS DETAILS &SECTIONS a 0 z� z is z g a W o Ln zC11 � � LL 4-J cn cd OLU E U 00 ~ o E N v�i N U) .9a — S U w °" ul a `- ° a d�ii_� Z V - �'1� mil! 0 o xii i LL •.N ••L ❑ 'S� Q` � -t ' f•. •°— F L �i •'••... ..••'• H ,ROFESS\O. /ill IIi;lk1'i To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. CD t0Cn w z M = o a Qca.m LL E� z o ao Zm zQ E O- < p 0. a�ozE Z0 aaad Z0Z0 m0 y§Zy oLL izC JC 1. °o1U dz W !Z V WLL qo °LL MW O O Nz W a � v 'R $ 3 0 O M ^L1 W N Q C o CV T N QLo Cn r m T M ^ 0 z E O 0 o m a U Q p JOB NO: 19-5336 SCALE : AS NOTED SHEET NO. D 1 WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weat THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING y REFER TO TECHNICAL LETTER ON CHEMICAL " COMPATIBILITY SELF -ADHERED FLASHING 2 3 DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING DECK JOIST NOT USED NAILING FLANGE WEATHER VE BARRIER & tARILY SECURE V WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI; UNDER DECKING ED FLASHING (SEE DETAIL WP07) no� SELF -ADHERED FLASHING M 0 WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING 1 SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER PLASTER STOP - CONTINUOUS BACKER - ROD & SEALANT A RIM JOIST la INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD la LF-ADHERED FLASHING rCH FLASHING 2 4 5 STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-11T INCH FLANGE �I THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY WINDOW UNIT SLOPE 0.3 in : 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER r- WIRE LATH %J SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED FLASHING SELF -ADHERED FLASHING SCORED RELEASE PAPER `.� (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) Nd a SOFFIT/CANTILEVER SELF -ADHERED FLASHING INSIDE CORNER Ground Water Resistant Barrier Lath Sheathing Stucco FOUNDATION WEEP SCREED LEGEND SELF ADHERED FLASHING (SAF) o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - BOND BREAK WEATHER RESISTANT BARRIER - - SELF FURRING (SF) LATH �- PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS LxN_\ 1 \STER STOP A NTINUOUS BACKER ROD EALANT MENTITIOUS FINISH tAL FRAMING tAL SHEATHING iAF PLANE WRB AK WRB FLASHING REQUIREMENTS R609.1 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8 R703.2 Weather -resistant sheathing paper. One layer of No.15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.4 Exception: Omission of the water -resistive barrier is permitted in the following situations: 1. In detached accessory buildings. 2. Under exterior wall finish materials as permitted in Table R703.4 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.6.2.1 Weep Screeds A Minimum 0.019-inch (No. 26 Galy. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 Detail Instructions Refer to the number marked asOin each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to comer 8. Mechanically fasten as necessary Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 St floor - 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance With ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance With ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside comer will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all a 0 � 0 O 0 CD 2 C Z NCn z Q J � d N Vi Z U cL LU owe V)C�-_ � N _o U 0° a N N yy uj F. z Iwo Z_ W uj Q H��a '61 z Z' W m QW Z0W�ga'"` ao Z N m A N LU U F 0 fV M ti 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. o w J U_ aE o E � zi =o wLL 'Z gm v Zo oa U XU UO SO U Z - O N ar °Z ° ° w � <. mo Z N (3) N N 0- ¢ Z O �Z W 2 d � g � d yw NZ ray CD o w >_ mi0v3 c O 0 'M L W r > O m � C LO LO J 0 LO LO a� cM tV o Z Z E O c v ui a U J Q p J JOB NO : 19-5336 SCALE : AS NOTED SHEET NO. W P SIMPSON Strong -Tie March 20, 2018 Re: Wood Construction Connector Compliance for 2015 International Codes & 2017 Florida Codes To Whom It May Concern Section 2303.5 of the 2015 International Building Code (IBC) and 2017 Florida Building Code (FBC) specifies that joist hangers shall be tested per ASTM D7147 Testing and Establishing Loads of Joist Hangers. Previous versions of the IBC and FBC required testing to comply with ASTM D1761 Test Method for Mechanical Fasteners in Wood. Both methods determine a connector's allowable bad as the lowest of the following: 1. Lowest ultimate of three tests (or average of 6) with a safety factor of 3 2. Average load at 1/8-inch deflection 3. Calculations per American Wood Council National Design Specification for Wood Construction (NDS) The primary changes in ASTM D7147 are requirements to measure properties of the tested materials, such as steel strength, fastener strength, and wood specific gravity. The tested ultimate loads must be adjusted when tested material properties exceed the specified properties. ICC Evaluation Services (ICC-ES) revised AC13 Acceptance Criteria for Joist Hangers and Similar Devices in October 2018 to incorporate a methodology to evaluate products to the 20151-Codes. Simpson Strong -Tie is working on re-evaluating wood construction connector bads to the new standard to update our product evaluation reports to the 2015 I -Codes. As soon as the updated evaluation reports are completed, we will apply for Florida Product Approvals. However, reevaluating a large number of products will take time. While manufacturers work with product certification agencies to update their wood connector evaluation reports, we recommend that building departments under the 2015 [-Codes and 2017 Florida Codes continue to accept code reports showing compliance to the 2012 and 2014 editions, respectively, until July 2018. The information in this letter is valid until 6/3012018 when 8 will be re-evaluated by Simpson Strong -Tie. Please visit www.stronatie.00m for additional pertinent information. If you have questions or need further assistance regarding this matter, please contact the Simpson Strong -Tie Engineering Department at 800.999.5099. Sincerely, SIMPSON STRONG -TIE COMPANY INC. AP4 Keith Cullum, P.E, LEED AP dwBDW Engineer, Southeast U.S. Branch Page 1 of I Simpson Strong Tie Company Ins. 2221 ComAry Lana McKinney, TX 75089 Phone: 972.542.0320 Fax 972.542.4139 ormstronatie.san mow+, .s �✓ n '.�`� _. )Y-�.-.,. �i.i ._:"1'�'4H, k., ;,, _?i ..Y � i:-_ 1� � �' �1 `"�'' Hya S•' ;. � �W y�,k� qu-',q�. !�`'� �� y ie ll,u yS4%< A3 FL17244.1 ESR-3455 A23 FL10448.2 ESR-2606 HD210.2 FL17232.3 ESR-3445 HU210-2 FL70856.4 ESR-2549 HD212-2 FL17232.3 ESR-W5 HU212-2 FL10856.4 ESR-2549 HD216 FL17232.3 ESR-3445 HU216 FL10856.5 ESR-2549 HD216.3 FL17232.3 ESR-3445 HU216-3 FL10856.1 ESR•2549 HD26 FL17232.2 ESR-3445 HU26 FL10856.3 ESR-2549 HD28-2 FL17232.3 ESR-3445 HU28.2 FL10856.4 ESR-2549 HD410 FL17232.4 ESR-3445 HU410 FL10858.9 ESR-2549 HD412 FL17232.4 ESR-3445 HU412 FL10856.9 ESR-2549 HD610 FL17232.4 ESR-3445 HUS10 FL10856.10 ESR•2549 HDO410 FL17241.7 ESR-3444 HUCQ410 FL11468.11 SIM200804 HGA10 FL17699.1 Evaluation Report HGA10KT FL11470.4 SIM200803 HGAM10 FL17699.1 Evaluation Report HGAM10KT FL11470.4 SIM200803 HHCP2 FL17236.7 ESR-3448 HCP2 FL10447.2 ESR-2551 HTA18 FL17680.4 Evaluation Report HETA16 FL11473.5 SIM200802 HTA20.18 FL17680.4 Evaluation Report HETA20 FL11473.5 SIM200802 HTT18 FL17324.2 Evaluation Report HTT16 FL11495.1 ES-0130 HTT45 FL17324.2 Evaluation Report HTT22 FL11496.1 ES-0130 HTW16 FL17244.8 ESR-3455 MTS18 FL10458.22 ESR-2813 HTW20 FL17244.8 ESR-3455 HTS20 FL10456.23 ESR-2613 HTW24 FL17244.8 ESR-3455 HTS24 FL10456.24 ESR-2613 HTW30 FL17244.8 ESR-3455 HTS30 FL10456.26 ESR-2613 HTWM18 FL6223.2 Evaluation Report HTSM16 FL11473.11 SIL4200802 HTWM20 FL8223.2 Evaluation Report HTSM20 FL11473.11 SIM200802 HUGT2 FL8223.3 Evaluation Report HGT2 FL10458.18 ESR-2613 HUGT3 FL6223.3 Evaluation Report HGT3 FL10458.19 ESR-2613 HUS210.2 FL17232.6 ESR-3445 HUS210.2 FL10858-R4 ESR-2549 HUS212-2 FL17232.6 ESR-3445 HUS212-2 FL10856.11 ESR•2549 HUS26 FL17232.6 ESR-3445 HUS26 FL10856.11 ESR-2549 HUS28 FL17232.6 ESR-3445 HUS28 FL10856.11 ESR-2549 HUS28-2 FL17232.6 ESR-3445 HUS28-2 FL10856.11 ESR-2549 JL24 FL17232.7 ESR-3445 LU24 FL10655.103 ESR-2549 JL28 FL17232.7 ESR-3445 LU26 FL10655.104 ESR-2549 JUS210.2 FL17232.11 ESR-3445 LUS210-2 FL10655.107 ESR-2549 JUS24 FL17232.10 ESR-3445 LUS24 FL10655.109 ESR-2549 JUS26 FL17232.11 ESR-3445 LUS26 FL10655.111 ESR-2549 JUS26-2 FL17232.11 ESR-3445 LUS26-2 FL10855.112 ESR-2549 JUS28 FL17232.11 ESR-3445 LUS28 FL10855.113 ESR-2549 JUS46 FL17232.11 ESR-3445 LUS46 FL10655.118 ESR-2549 KLEG3 FL17241.15 ESR-3444 LEG3 FL10667.71 ESR-2615 KST260 FL17244.15 ESR-3455 MST60 FL10852.7 ESR-2105 LSTA12 FL17244.18 ESR-3455 LSTA12 FL10852.4 ESR-2105 LSTA15 FL17244.18 ESR-3455 LSTA15 FL10852A ESR-2105 LSTA18 FL17244.18 ESR•3455 LSTA18 FL10852.4 ESR-2105 LSTA24 FL17244.18 ESR-3455 LSTA24 FL10852.4 ESR-2105 LSTA30 FL17244.18 ESR-3455 LSTA30 FL10852.4 ESR-2105 LSTA36 FL17244.18 ESR-3455 LSTA38 FL10852.5 ESR-2105 LTS19 FL17219.2 ER-0200 LTT19 FL11496.3 ER-130 LTS208 FL17219.2 ER-0200 LTT20B FL11496-3 ER-130 LTT131 FL17219.2 ER-0200 LTT131 FL11496.3 ER-130 LTW12 FL17244.8 ESR•3455 LTS12 FL10456.29 ESR-2613 LUGT2 FL17240.2 ESR-3447 LGT2 FL11470.7 SIM200003 MP3 FL17244.22 ESR-3455 LS30 FL10446.15 ESR-2606 MP34 FL17244.23 ESR-3455 A34 FL10446.3 ESR-26M MP4F FL17244.24 ESR-3455 LTP4 FL10446.19 ESR-26M MPS FL17244.22 ESR-3455 I.S50 FL10446.16 ESR-2W6 MPH3516 F1_17240.3 ESR-3447 WM141e FL10687.86 ESR-2615 MSTA12 FL17244.18 ESR-3456 MSTA12 FL10852.8 ESR-2105 MSTA15 FL17244.18 ESR-3465 MSTA16 FL10852.8 ESR-2105 MSTA18 FL17244.18 ESR-3455 MSTA18 FL10862.9 ESR-2105 MSTA24 FL17244.18 ESR-3455 MSTA24 FL10852.9 ESR-2105 MSTA36 FL17244.18 ESR-3455 MSTA38 FL10852.9 ESR-2106 MSTC40 FL17244.26 ESR-3455 MSTC40 FL10852.11 ESR-2105 MSTC52 FL17244.26 ESR-3455 MSTC52 FL10852.11 ESR-2105 MTW12 FL17244.8 ESR-3455 MTS12 FL10456.33 ESR-2613 MTW16 FL17244.8 ESR-3455 MTS18 FL10456.34 ESR-2613 MTW18 FL17244.8 ESR-3455 MTS18 FL10456.35 ESR-2613 MTW20 FL17244.8 ESR-3455 MTS20 FL10456.38 ESR-2613 MUGT15 FL17240.5 ESR-3447 MGT FL11470.9 SIM200803 NFM35X12 FL578.2 Evaluation Report MSHA3.56/1125 FL13904.6 ESR-2616 NFM35X16U FL578.3 Evaluation Report MBHA3.56/16 FL13904.6 ESR-2616 PAU44 FL17239.13 ESR-3449 HDU2-SDS2.5 FL10441.4 ESR-2330 PAUeB FL17239.13 ESR-3449 GLTV3.516 F1.10687.8 ESR-2615 PH02A FL17219.3 ER-0200 FGTR FL11473.2 SIM200802 PHXU3518 FL17241.20 ESR-3444 CS16 FL10852.1 ESR-2105 RFUS FL8223.5 Evaluation Report H1 FL10456.5 ESR-2613 RS150 FL17244.27 ESR-3455 H10 FL10456.6 ESR-2813 RT15 FL17236.3 ESR-3448 H10.2 FL10458.7 ESR-2613 RT16-2 FL17238.2 ESR-3448 H10A FL1045e.6 ESR-2613 RT16A FL17236.2 ESR-3448 H3 FL10456.13 ESR-2613 RT3A FL17236.3 ESR-3448 H4 FL10456.14 ESR-2613 RT4 FL17238.3 ESR-3448 HS FL10456.15 ESR-2613 RT5 FL17236.3 ESR•3448 H2.5 FL10456.11 ESR-2613 RT7 FL17236.3 ESR-3448 H2.5A FL10456.12 ESR-2613 RT7A FL17236.3 ESR-3440 H8 FL11470.3 SIM200803 RTBA FL17238.3 ESR-3448 SP1 FL10456.41 ESR-2613 SPT22 FL17244.30 ESR-3455 SP2 FL10456.42 ESR-2613 SPT24 FL17244.31 ESR-3465 SP4 FL10456.43 ESR-2813 SPT4 171-17244.32 ESR-3455 SP6 FL10456.44 ESR-2613 SPT6 FL17244.32 ESR-3455 SP8 FL10456.45 ESR-2613 SPT8 FL17244.32 ESR-3455 SPH4 FL10456.46 ESR-2613 SPTH4 FL17244.32 ESR-3455 SPH6 FL10456.47 ESR-2613 SPTHe FL17244.32 ESR-M5 SPH8 FL10456.48 ESR-2613 SPTH8 FL17244.32 ESR-3455 U24 FL10655.141 ESR-2549 SUH24 FL17232.13 ESR-3445 HHUS28-2 FL10655.3 ESR-2549 THD28 FL17232.16 ESR-3445 HHUS410 FL10655.4 ESR-2549 THD28.2 FL17232.16 ESR-3445 HGUS5.25/12 FL11468.11 SIM200804 THD410 FL17232.16 ESR-3445 HGUS414 FL11468.10 SIM200804 THD412 FL17232.16 ESR-3445 HDQB-SDS3 FL10441.1 ESR-2330 THD612 FL17232.16 ESR-3445 MSTAM24 FL11473.19 SIM200802 THDH414 FL17232.17 ESR-3445 MSTAM36 FL11473.19 SIM200802 UGTS3F FL2033.1 Evaluation Report MSTCM40 FL11473.19 SIM200802 UPHD8 FL17219.5 ER-0200 HHETA20 FL11473.9 SIM200802 - - - LGT3-SDS2.5 FL11470.7 SIM200803 - - - LGUM26-2 FL11473.12 SIM200802 PRODUCT APPROVAL SPECIFICATION SHEET (2018) January 9, 2019 As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the Information and approval numbers on the building components listed below if they wili be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approval Numbers) Test Pressures 1. EXTERIOR DOORS A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 pat ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.6 +67.0t-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20481.9 +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20481.14 +67.0/-67.0 psf ThermsTru Classio-Craft and Benchmark FL15225.1 +67.0/-67.0 pat ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 psf ThermaTru FiberClassic, Smoothster, ClessicCraft, Rustic FL7840.1 +87.0/-87.0 psf B. SUDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf PGT Series 5570 FL251.10 C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psf Clopay Building Products Residential WindCode Doors W5 (16X7) FL15279.53 +30.0/-30.0 psf Clopay Building Products Residential W ridCode Doors WB (8X7) FL15279.85 +38.0/-42.0 psf Clopay Building Products Residential WindCode Doors We (16X7) FL15279.102 +37.0/41.0 psf D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.0/-55.0 psf PGT Series 5500 FL239.7 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.01-50.0 psf C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.01-40.0 pst PGT Series 5520 FL243.9 D. MULLION MI Windows and Doors Series 5764 FL15333.2 N/A PGT Series 5500 FL261.1 N/A E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.01-70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328.6 N/A C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL18916.1 - FL16918.4 N/A Florida Metal Products, Inc Vent RV10 FL21580.3 N/A Lomanco, Inc DA-4 Exstrust Vent FL17202.1 N/A E. ROOFING TILES Boral Tile Vila 900 FL7849.27 - FL7849.28 N/A Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A F. METAL ROOF Gulf Coast Supply & Manufacturing, LLC 0.032" Aluminum GulfLok 16" wide roof panel FL116512 R3 N/A 5.SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL150782 N/A All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A MITek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A 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 jobsits; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE N N Cn "a ffi > O a U N ca- Q O O L CU Cn O O C O ca- O ^^,, W _O M U_ O > .� Cn -� CD L O Q� "0 L - ICU -01 .� C ``^U VJ Q W J L C Z L SHEET NO. PA 1.0 •4—•e N Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page l of v122D18 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Dalai) Page 3 of 12/1212018 Fonds Deparbnsnt of Business & Professional Regulation Building Codes and Staniar& Product Approval Appdcatlon D4dal1 Papa, a1 Ia20,a Florida Dspartntant of Business & Professional Regulation Budding Q les and Standards Product Approval Appllcatlon OMad P.p I oII IMMl L O 2 yy///.����� � Y.L O O C CU ' ^ V /�� v/ � � ♦ y CU U O L_ •O O LL � {,��ICU O \ N O T� /��1♦♦ ��1 ♦♦ '^ W L W v, -6, ♦ n CU �CU1 42 /�/./ V ) .ii 0 116— ^ lip S)991 I><w,xn. es, DiE lift 2dLELMIM M �! ��� alOYmMYOL �` ( EnNnsar&Llcenae VNidabd ev Yi11m11le 21111121111111 FECA..ro-1 99e2xi0 S$MIL Revision 2017 Tharma•Tru CoTortlbn Rick WMlgrd Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 1011=017 07H22017 10118201T 12M22017 Approved CstegwV.- Ed e" Dodo (419) 298.1740 PE-43409 (813) 767-6848 9ubCalepory: Swbrshlg Exteror Doter Assemass dckw�rv�pconsulMMs. Compflence M thod: Brolu«on Report Irom a toll, Florida Resistants Arch«d: or a Licensed Rondo Prof alaM Engl«w P '14m Products - -..: ... g)aggr�yyYpgE Aormevad for lha.. Aneroyadfa Ust ,Im—t goyftg AMA proaua MetlN. Number,Nam. 1�901I91IItagdW9¢ i9�t!$OIMaaDak 1D.tl)Ctl2 Oubida NVHZ BLWMOS PaggyQ 1 a. Thermo-Tru Mer-Ctsedc and SmodMSir Nominsi S&M:8 BquaNuNmpect84na; Opaque 121312MO No Yea No WA Composts Edge RWrgtsn Slogle Doan (1 ; X n) 6 erma mpad pages es 289E EntlMw 2" 1?/14 Data Pertdln. gg(y I= V.nlen Mn,uhaunr Coma Enansar&License VNdded BV ygggmg gygmgftq FBCA«roval Aec[9ael sum Rmmdon 2017 Therms-Tru Corportlbn Rick VIM& Lyndon F. Schmidt, P.E. Ryan J. lure. P.E. 121132017 12M32017 i2/1V1017 (32MV2018 Approved Catpory: EdMw Doer (419) 298.1740 PE-43409 (613) 767-M SubCetegory: SvMlpg Exterior Door AssemNles mckwQN00connInds. Compfl«se Math d: &alu«on Report mom a can FWde Registered Mchhed or a Licensed Flomdo Professt" Engineer FLA"14ta Produeb •. .. Du6lkv AIimmm» Aooror.dfor Uee APorovedfor Use Impact Product Modal. Nwn6N wNsme Product D...detlon Cenlrac! Exelraden Dab OuMId. NVN2 ilea llHlRii BIIMMct &rMD 1 a. ihemlwTru FWar-CMeMc and Smooth -Star NominW 69Jf39;8 &quotNon-Impact&µrot Op"ue 1=12021 No Yes No WA ComposB.Edgs Fbergless Sirgie Door 4nµklglOubrMns: X emtguratlon) Therme-Tru Fger-CYssic Nominal WA9;0 &quotNorHlnpur&goof Opagw 121d12021 Yes 1 � afar PM 20 �� � � � =� MC� � � ReWdn 2017 TMrma-Tru CogdnUOn Risk Wright Mae"AawsdbodDh Rysn LKYg, P.E. 12r"l7 092V1017 1�17 Approved Daags+y: EMnbr Dobw (410) 296-1740 IlWAQG n @d I neftbo (613) 7674I656 Mfhdilegwy: g egilg EtdMr DoorAws,rOtee Coalpa«se Mae" Cs,aeWon Mwk Or Using cum AmmmaamGlm! Aenswed for Wo am !� amt Emerig o Sdmd�ftdr■le ffiIAAQ cQS armed Eta 1 s. BglpCgaetlo Cre�quot and aquokeamkmadcby d8 &W tID OpMpw ad RMnd Fixis a Doerwkh 121312MI No Y« No WA ThemM•TnMgad; aid without SMea«. krgw,nrg and Oubwbg tjtla4iadi a■IL9e 20 am �bBdm 00 ma mmo I � LMM mwmd" ml L� PM A■�Y amom sma RWWW 2017 TMrma-Tw Camaatlpn Rick Wnpld MRS"AccsdWbni Arm J. Kkg. P.E. 12l1aQ017 gg21/2017 124=17 Approval cstsgery: EWnbr DOOM (419) 29&1740 Mallager"U i bass" (813) 767405 a«CalsgW. 9 1 at F-dwlorDWAae rttlpf1�11wdppurllaRis. t:aepRs,f«YAad: Gr6MWMMwkw am AmmYad fm Ammmgmffide Mir DW■ ttrt l�tgtl c S ftaYflz gddmla9S ddWi Rift 5 a. aquoY,amodlf&araquot she aquol;9«durom by GO «d d0 Opaque led MUM M"Iess Dow with i213MA 1 No Yes No WA Tberrne'Thaquot and without Sublets. kMwke and oubring Composite Edge FbarpNss Single Dow nswin ,Xa 9 1.Th—Tru Flo-Clwk s d SmoalRSlsr NomNN 6&sB9A &quotMo 1ximcN quot GLOW12/31/2020 No Vas No WA Composite Edge Fbargloss Skgle Doa 6 9''O+ta'Aeg: X wfiguretoni 6 f. rd SmodhSter NO No WA Composite Edge Fbargh ss Single Dow onswin ,X ration) 9 I. Tharm&Tru Fibr-Cinsic ale SmooOrStsr Nanlnel WXa9;6 &quWNorHm;md& cad; Oland 12/312021 No Yes No WA 0;;;; sIN Eap FO config rolgls Don 4 avA . x c urslon 14 n. ThermaTru FlberCYtab and BmaaMSlr Hammel tYeg9;0 &Wallorrimpaet&qud; Olaal 121312020 No Yes Na NM Com(wme Edge Frbegws Single Doa X cod n oas Edp GmpFlbwglas Single Door (in swop; X eaMgura6on) Florida DWwbn nt of Warless & ProhssbnW Regulation Build Codes end Standards Mfg rope+a, + &ao+e Flats DepaMent d Business & Professional Regulation Budding Coder and Standards 11rM1e Florida Depae4nant d Coda a & tan Professional Regulation BdldMg Coda and Standards p1ga, a, 1a2o1e Florida DepatVrlarnt d BY6IMSr & Professional Regulation Buiktlng Codse and Standards ihp 1 a 1 IarM,e Product Approval AppkWm Detail Product Approval Application Dd d Product Approval Application Detail Product Approval Application Detail Batty Settle In mimm Ilta-imnec somkx ! lseftmYAMMoecte YrlOilflt Rift ➢de )mldid aesse" Miels■s go MCM,o Asmand Mdr 6t1d1tMm Media BM momm YnWlroc dtrc9t lAdagf aamfttYALYart YalmidMt ode dart YadmtW dimmed RMLBMess Do BCAmsat Armam aria l3rtl� MR& Ina minglessea adftlft glmft9t daaWrlllmoae YtWYeade dale Lit ➢M Lbmft Yadmid Assee d BgA■usal no Amami MMYt > am MUM mimim Dm kom lt9ane 1ddld aaak&wAMMrre Yt1aYd0t 20 Deft Yaltlmld alliniMd OdL m m die RICADOMM ANOW lam RevWm 2017 Is VA anti Door CaMVW. setift Door amc tssrl. aft Edodr Dow s- Caapgas« Instead: EwkMpon Repom9orn a FbridsRagYYred Archbid or a Lossaea FloridaRaDom ProAabnM an~ and Stager Lots Robedo Loma lesson Lindy PE (717) 3r-3300 PE42514 (7M 3174 4" ketaget0mRYd am 0111132D17 011MIM17 OMi&W? 10now? Approved RWAMM 2017 wWtMoweand Doors CsNaOry: Edgar Door a.bc.rgwy:8ldYggExtsnbrporA«wMYe Cow*less s Issswt Ewhrtlon PAW 9rn a Florida RepYawAAndWtsd r • Licensed! Fiords Prol«ab«I Empkww earnsurosr ids Robemo Ladle SWM M. Urich. PE (717) 3m8 9900 FE-62614 (717) 317.5484 beMngwmrrMvl.aom 06rt3R017 0911t2017 aN152017 10d10=7 Apprand RwWn XH7 1111111% ale Doan Cwts Abilso . Sit"an subtMegry:aWgEdxlorpowAseonOlW sown a Florida RsgtsnW Ardatl r a Lbwneal PlorNe ProMoblW EngW— Br«tsmaw Luls Robwb Lonw Me so M. Udch. PE pt7) 368�3900 PE62014 (7iT) 9172454 bsNkrpw@miwd.aom W13FM7 06R1/2Di7 OtN52017 WOW? Approved RWMn 2017 WVtkdwa and Doors C+legey:ExlwlwDoan armCWgver Siding EftW DorAaasmbm« Coanptean« Ystelot Evaluation Raisin Own a Florida RmgbbW Arched a m Licenobd Fbrde PnsisabMl ErgkrN snd SWhVW Lub Roberto Low SW«M. Udeh, PE p17)966390o PE4G614 pt7)917.8164 MM germl&vd.aom WSW? 0WI2017 09152017 ta10=7 Approved FLIM62nm Products art QMLULAr blgML21 IIftO ho au0.ti[.Yn AoraaalgLdn Is latai OY111611 Mamei WAR glai■ ptmss2aagpmdmft 2MOkA M■IRoi BMANUMagdOn ORNMMzmklumao Ammamlow JIM A■roaGmWM IaIAAQ glkmLt 1100 ltdi Bohm Din■ Posses R Let nmawjbddimmmuLum gmdkAmmmm b26SUbUdift QmkmLmmkdgakk A■m.LlarUn Aawmmustdm In Nym 2MWdLk= lamsi Bad" 2I Mo P.aem tin! EMAILMRgddkM&KaElUM guilLA0Mame BMAMUbod0o A■us1dlotLim Andre him gmwklm !most aeMnm am" is omr■ 3 SERIES 420 ALIMINKM SOD RrNFORLAD SEREr� OWF®NFORI2-00X0 1201201a No Y« No WA 4 SERIES 420 ALUL Mal SOD REINFORCED XSERIEB� RENFOF4=OX, 1291/M1S No Yes No WA 1 SERIES 420ALWIMM SOD SMS40ALU Annofi NON-RflNFORCEO 12f312018 No Y« No WA 2 SERIES 420 ALUMINUM SOD SERIE �� XX 120112019 NAqUOWO&qFORDED No Yes No WA Florida DepaMisnt of Business & professional Regulation Building Codes and SWAK& Pap / a, Florida DepaAnNNTt of Business & Profsssiorml Regulation Budding Cooks and Standards Page, a 1 1Rd01a Florida Depa orient of Business & Professional Regulation Building Codes and Standards Pap 1 of 11154101e Flats DepnlmeM of Business & Professional Regulation Budding Codes and Standards Irope 1 a 1 116101i Product Approval Applibuldon Detail Product Approval Application Dofad Product Approval Appdwtlon Detail Product Approval Appdcadon Detail R9tld2f§M gain Ins ]&aim mEmba c Eno, W ga>ri Do■sKALNM YMMORdJod 10 Dit twhi d laaotlld DoesPleusa 20 EagArmal focused own RAE270M lftOa man Ymdr moubdoc amdft9L Gladioli LmftrtAJlrre lkl*mm h game !loft vim" aWaMne ass bading Dim RICA—W AEmm AMR MMSU24UB�iMM !20 mm V..I- llrtAroc adaLft 2m od asalorLA11rs6r mmuddlim Dee RLr Dab rents iddem AskeW ■C AmmMl Die Ammytl Mesa Scat mm minim D■mgm onto, ramm alsr■[AIMM Yadddmm gut Dot 99 9 d lohmM 20LES ON Ride llCAmm)al Amman Mall Cn ReNNon 2017 tXapy aadbe Prodrlats camvmy cats w. F -" Doan aubCsapoW. Sediond ExWW Door AaenOM Cowen« Mood: Dwalntlen Milt or U*V Mork Wl«brI IMwisk Teoft SWAM NA, Gary PROW (513) 7r08082 Ina (513) 51965a IWASM17 OSnarMtT Ammus id IN We Ammml.ftrUm 12050=7 lamY 21im App«W RavW« 2017 agiiinauumm Clom"ft Nodrrb compny coarser. EAmW Dons SYbCobaay: SaabrW Ewbdw Dow M«nOUe Caspten« Yeast Carinmm Mods r LN I g VA*VhdL,%W bawtstT«teng Srvkaa NA, G"Phwhbr (513) T704M Imo. (573) 5191886 �•aorn gmr(Amemm 11292017 OVIUM17 Aassovadjorlme Adminswid 120&=7 ftr Use Insist Wllm Approved RSVMM 2017 PLA"512141UProduch fete Windows aMDoon Ous pies os elAmt Evehadon Rspon a90111 FbdWRoyrrWApddlsairslk««dPbrH Aoraelos Engbww Brent saga lu4s Rotwrb Low Slav«It Urkh, PE 14 (11�317d464 Greer .00m 01IMM1117 01IN12017 01IM11WIT 10H0rM17 Appovad ReviYon 2017 FLO21140B Prodmob - POTIdusirl" CaleOafY: Exa/br Door tu6Cstgory:8Mkg Exls,br DoorAees,rOlae d:wnpsrlo. Meabt OaltlAtWon Ms,krLbWg Dow RrwA L%N&Dala 9000-CER WrnWads Ba.O-VAL (941) 488-0f00 e7r) 915-2aW dW.aem gadkA� 1220PM17 11M M17 Anssrowed for Uss hmmmdhLum 112254211117 urm Approved modw — ■ ml_ CIO mat 37 037 V" PAN-2F151: 64A, 9e, 73. 76. 1800. 190. M NOV. AIM, 4RW. MAT, OW, MY, 40.42. 50. 4m, 428, 50, ODS6, ODUV, OW. OFt5W, ARSS, ARIISV. EM, Ie05811 grYYdm Sad low Onin. 2690 Sgld►Car (up to 9W wids) 00212028 We�DCODEaa174; Wa Giv gs Door In RAtILadd: No aeries Yes No Pmm 30 PSFI.32 PSF La! 53 063 WS-18 PAN-21F1a . 94& 91, 73, 75,15W. 190, 4RST, 4RSF, SRST, OW. 4&, 42, a, 4W 429, SM. Gas, ODS8V, OR68, ORWV. ARSS, AR59V, EDSB, EDWV g9e Sae( Pon (min. 25 ga.) DwAbCw (97 to IW 0821rnn wide) WMN)CODEda174; WS Owsp Door a him No 2 alwim Y« No Pm■■ a30 PSF PSF1J0 t 5 SEItlE8420AWMMM SOD REINFORCED SERIES 4�a af1U61800 REINFORCED XXX 12nims quot �� No Y« No 2WM MA La! 10 SoO•8570 (Ergs MWY WgpW gmft�Ylmgit Door 0Y7 Vinyl Slift Ora 4=1 k2HVHi 4WWelDdQ Y« arYftot Yes Y« Pnea■ WA O Florida Department of Business & Professional Regulation Paga 1 of 2 Flats DepaNnara of Business & Profational Regulation Building Codes and Standards pate„ a, 1m01t Building Codes and Standards Product Approval Application Detail 12n2/2018 Florida Depe47iera of Business & Professional Regulation BWIdM'p Codes and Standards p.9s, a 1 laws Florida of Business & Ptolassional frig Codes and Standards cal lorl 11irmle ■ m' Product Approval Appdeation Detail Product Approval Application Detail Product Approval Application Detail rla IM.0 Quit I� Wnflog YraAavtunr � E,,Iftar &License VNlddad BV 20 2ML V aub,kt d Dab Parldtme FBC Aoprovel A,—d in" �l $� go Ins !mnloss Revabfr 2017 MIWVk&= CURRES Division ofAADO, Inc d`5"Wril adefbr Doors adonor Dert)ampo wds Cowplow« Murat CarSlbwm Yes orLINN i9OLK gin" smoOK&UW Idwim A Dedlo Dees UL LLC Ted so so PE (641)4941M4 (306)6"4"7 Oatad� edla+ay.es IsF1J174aJa go 20 YIN" LlmftWd 1140=7 1o2812017 DdLemoR SM f@RANMW At®am 121r/M17 aim Approval R.Won ton Produda «WlledowarodDoors Cdpory VuNdovn sWCdpory: Single HMO campsafrce wdhoa: GrIMCAon leak r Ustsg Brentslangs, AmwkanArchtreduror StevenM.Udch,PE (7M3653300 MsnMdlntaAsatWlm (7M317-8454 DsttlinpfggnfWq.errl gusjtyA a nc* 12r292017 121132017 A—adfor Uso ApprovesforUse 0110MMS Lmaw D,,i— Approval ode mm V.1d_ RavWn 2017 Nonsense CbOeY Buians" Dmb Cr+genY Ceaswy: Edefbrpows arrearswy: 9scilc sti Exbdw DowAan"n w Caapan« Meant CerW4Wm Mork a Using dYdm-or 910ma sumo JiL me )mBOmlm WuI)FFOMWN Irawlt Tawblg Swvk«NA, Oary51045r (513) T7080m Nfe(513) 5194Ma �.com gaff 20 Rokeni IY MIN" ambmw PW Anwavid 11292017 OSM02017 Daft A22MWA 1bW2Qt7 MUM APWe'1al 220 lime vow- Ravtsbn 2017 M&MdK K DlapaY 9dMkg Pnoawls Canlps,p' CG%Wr. Edodor DOM aubCatsteap Sedlofwi EdWor DoorAeaenOY« Caaptls,raa Yeast GrararfYolr Ms,krLII" adfteg Go" losbu AIM= YaWdsm Ides, Wedaflletl 11Ms,-elt TNig SewkeeNA, Gary PLMktsr (613)TM41062 Ihe. (513) 51 mween6Md�opy.aom get 20 lmdmmld admdftm 11292017 081102017 QdLhmdm ode BCA■mlW Amman 12A6I2D77 arise Approsed ■ � — amusLimEm� +il1E Pralua YetlN. Numar rodeos PLd-atmrndi>m Cs,areet EnWretl.n piss gaffim Ouhft HVVZ lftarme 17afala Bel ABLE a7, 707, rn, 747, rod s4a SkrOts and Pairs w Dace 900KAdm Daft FLW�, MINMiscad she lanwwnd chore ale pica a 12/312036 heinous meal aeon. Ao LNK Ammmi YYes gYY�.1Aag: rw ftA lft! ftftmd aaY Y« r« R Cta� NM 2 185SH 521e4FtefNrpeFrans lOf50Slr�aHung 10A912018 No Yes No 1WIWo Lot a NS VA-09 PM42F153: 73, 75, 84A, K 42, 48, 42a, 48a, 4RST, MST, Goss, OW. ARSS, EM f 0aN Pan (Mkt. 25 ga.) 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Number o.•Nama HS is Fin anti Flange Froms Proeuet Dammotlpn i� 73x921nMWlea Otsn 02/162019 gy(yyfy DYbYa No naMt ttlft2 HtMIMIDt V« NO D ciao pro..ya +65J-a a•a.r� O 0 V Florida Deparbrient of Business & Professbdal RtlguiOM Buddcks Budding Coand Standards Product Approval Application Datad nge 1 a+g /ladle FloridaFbdtla DtdpaArrtard dal Regulation Budding Codes andStaridabs Product ApprovalMs APadon Detail ►.9.+a+ IIerM/e Florida Depaghnent d Business, & Professional Regulation Building Codes and Standards Product Approval Application Detail Pya I a I IIwlO+e Florida of Business & wing Codes and Standards Professional Regutatarl Product Approval Application Detail Plal 115001e ICU W Bad fLOAMM l9Easi-mi RA113110,41111 L U am mm )i■m Revision 2017 mmidmM Tiwmn-Tn ConpoMbn Danitcoy: EMbrpora afOfyisgoting -gig EARAWDWAea«iaa Cowpterw Maabd.Eve' 11 Reportfaes FiwNa 1'YgNtsna Arddtsd r or LhMaal Flwaa no" go" toolrALimmt Want t to&"Wist Lywd«F. Schw tP.E. "J. rig. 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PA 1.1 8s1i11t,411 gore Mm glom iataliaiot RnitiMI 2017 Jenws Itrlla suaaa Raaob, ice Cw"Wr- Preset Vent awc.rary: sdro Cr,wrw MoBMd: Evekelker Report tom a Fiords Rapeseed ARIIbd or Licensed Flan. Pros s..k M Enp1'wr lead 2 Rewi.PIMM Lop sass Florida Deparhnant of Business & Professional Roguladon Pp I at I Building Codes and Standards vsaots Product Approval Application Detail 13ilUiitisi Raft or gr get 2102MMA gt Seas sarnd OsmrrAlma ltaarnddeL Ydkood shadow MUN=al AMEM Wei in INNM mmmhd r A Isd W p Zhu RorleM 1. O8erp John Saawd, PA 082VA"T 06162017 Oa1184017 10/102017 Approod RerIskn 2017 w vft and Dom MO 34$*W PE44121 (M387-UW Csbt0 1 Vie lows pkgddrg.>dwOlrrMdrr sebowbamy: Moscow r..ocon C mpww kedlod: Esekreeml ROW 111411,• Flodda Repbbred Nr/Mad or ■ Lbenaed FMrMe PnNesabMhEeni ow iidktaaYlWoa Aaa■oitelm aaoilr." hold 2WO m iaima SmWalma &rhea Estate !u! 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Qelsnulen Mark or LMag PUM4Hl bdldt all! m gooLh re aa®rsuffgr aamIOLMM r ao lesibli ilrtYelAsa Yam lw Bohtal Eoaa t Moment form Dar. coed I Musa W.tleYAkrmbUn MueM /2/31=8 No Yes Yes WA Florida DepaMent of Business & Profsseionel Regulation Bullft Codes and Standards Product Approval Application Detail Pp I oft 1060018 Florfds Depsibnerit of Business & PmksWonei Regulation BLdkdkp Codes and Standards Product Approval Application Dofell papal ,smile Winillcill ddsktat tut car gtrENdo gr ga sanrm LmrrAJlror ftIWORLtt Yailaltd 4Wudin PWA=sed homed Wet Sat Ykam atoiadent DOM RUNk seeff&Dod. BCCO-CER Mland0ed. 0000-VAL 12O61M17 11/15=7 IZV M17 Approved RwYkn 2017 JenMa Redo Burro PMduda, ice (641) 4aa-0100 (TIM) 31&2680 cretay: Pend Wspp dnrhkappaMrrnba.com B1dCebtrn swea 0arparw Wood: Evakrlkn Reprt6an a Refits Rep1 1 Arddsd or ■ Licensed Fla pmbooww Eh~ gMl KA r A —wed for Va Auundla{m hand cool■ SiaralElrlatlmgrr nuke .2NYanlaaa began PJaem mankne r MUMume 0=80021 Yes Yes Yee WA LLd 1 Ctrrpirdk Lap 8kWq Florida Doprt nerd of Business & Professional Regulation Building Codes and Standards Product Approval Appacaaon Detall Pali., a 1 INMIe Florida Deporb»MN of Buslnlea & Professional Rowledon P.se, d I Btdldkp Codes and Standards 11041018 Product Approval Applkatlon Mfall anft w tilt gt D&ba/r gY aeon onamEA &M INN" YdMM aibwm i wLhEM29 6WANA War PkgMwq Zhu RoMM I. 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RaOMMeed Architect a s Lkenaed FlorMe Ucw*W Prohmake Engswer Fiends R4wltbe'sd Arwebd or a« a Licensed Flo PMbeNortel EnpkMr agianhoLftwom gotkLAmaar amanLiLum memsltLm port 21Ma a glektdmooa mmaLzge AamelhCge its gross Bel m gillkLAr b■teutlmege meftwedfArthes herd Sum■ B SiWktmn■aa Aommuzan Aamodhtga Yam all■ Lau laamgadmlad9momumalloam alma gYfikHvm lingual Q®■ assess Goa• lDemodam 200rer■htm20 in NNE 91WE M Er1■al fiel■a Lai bEkWJbdddholKMAM aao■oAmdmm ogle In gdMa Nva Boo Pama Let She Hung 9mmmu a Reed SroWa 2 INNeNrak Lp 1TIaa tbenesnMd lop elaa 12At/M20 Yes Yee NIA NM 1 a 8pro1�T8psuoC Son Veal «8We When Son 17191rMM No res No NM 2 b. 80uOytarMe T46pMC 8oet Vaa a Bar vkM 3aa 12lJt/MM No Yes Re N91 1 6aF Atphdl pool BNnpN. Fnlegleee Iekrbrced 3lee, krMsbd, 540b and IO2Q2018 No Yes WA WA h4AMge e.phot shingles Florins DWWbTw t of &(loess & PLof nWW Ream W Pp let I Florida Deparbrlald of Business & Profagonal ReguatiW Pp I a t Florida Deprlinent of Business & Profwional Repuistim Pass I or I Florida Depawknont of Business & Professional Reguiatiore Bolding �,� and Standards IMap14 SUMV Codes and Standards Vassals Buildit Codes and Slsndsnfs ,M7Jra BWWkp Cedes and Standards Product Approval Appaeatlolu Darn Product Dated! 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Pride Locks A. - Ctbear6Ro.ag (4i7)6244W PE-74021 (334)no-ism Mdds Cesyrry(TAMCg (613)24e4466 PE-74M1 034)3wiaw UP"Oon"W(TAMCO) (813)24e3466 PE-74M (334)300180o Md* Company(rAM00) (613)246-346e PE-74M (334)300-ION arartatrgry tAndnlaywnb MrI-edMObmdwmn complum erws evellsUme Rapwtkcon a r sa•nr Reaero etrcybaemy:lbdkg Aooeeeatlesart see en �M era W 6.d w en a��PY SIB AooworM 6rt ra wI aryWparrMbkkYeeegsom Fkrda RetlabtMd MdeW «. Lk.n.ed P1orw.Pot ArealboodAm d: ft eys kaard Preterite, Roo" BYMrn FIN car�iedM.MW VEvMreOai RMPodBwma CapaeeoeMAIed EvWesM PAW *con. sea, Rspo icon. goklAm h mlbL t Aasumi AN hod Olm■ eat 171iscoaeda goaoaddlacm lama gaiJma anions Easier PTord. Rpltbned Ardr6d a.IJ.rMad FlrYe ROM.brW Eater Flats. Repbbeed A MW «a L MOW FIN Ns PmoM w" Enpswr fSmnaM meilmt Fiords A g Arsic madEvakea a Pto bs Real En*ArwdW «. Lloaned PTa der PeebnbrW Ergkner Ppid1 peeps tut Salt gt.Bsma gm lwwmd Lau11d McAmorY sorrod Wet tonew? 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Rend tads aawdo 1MIaas17 /01102017 1001741017 12n2m7 Appmed Revbb- 2017 FTrMs Rend Product be CWk Joss Jerome L ahpJr, PE.A Mwwd Jdn Rbrrwr, larAVM17 10e600,17 /0WAVI7 12/122017 Applied alrCategory: Roofing Accessories that are m eceda�lanenco.cam Me" conpeM (TAMco) (613) 24 -MM M74021 peed aaslo n 1ebap1 Rodkg (904) 78"400 CJSUCK EngBMMkg I'm Integral Pan saw Roofing System ReO" SwbCsW WReoft A.etaaryer.twaso corn PE-3124 (081)4WM7 Conellrrn Method: Eveludicn Repo from c44te4rF IManDaattry ROOIYg A90..a0flle YYtMen krbpal padded paella ByaWn Floda ReglsMmdArchftut«aLicensed FlwWe kleaPd Pet den ReOaa Sy rM c.eelewe Method: EvskaMon Report Berl a PrdesaMnd Engineer oppeaesa. Wilted: eves"M Raw *o m a Flaws RaYlered AWed r a Wonted FkMe Pr.bedrW EnpYMr FW49 Registered d MdrMd Or s t)aM.ed P90rMesmaseeLashm $dmLA2fKgOM Ae«Oved fa use Amrovad fa Ues hoped PraeealaW ElhyMr LIIE RaLLM Yodel. Number «Mare qgem Product iMarweoaIn NVHZ Outdda lm1Z $veuffi proseamr hmmmdbLum Aam id2Lfte toe Isla 1 Deck -Air- DA-4 Low Profile. Polypropylene Plubc, Rod Vent 07/10/2021 No Yee No .97.5/-97 5 And h mllhLlm Aaoasdfaeo tort Imam Lea EMANLD aw0im ioomoLlommllaam 1. WAIZ gooddL mg ammm ft s Meohmice y Attached M F1yvood Deck. ion t iir0 )Elmo fern= mom" Pala 3 3-wi100AgwtaV10Rkae VW"4U*t movement Rwas Morn sa pedwd nob NbdceYd 12D/lMM No Yoe No MIR 4 TAMCO Read Top OaRldOa VON eeh Seats for Tin 25 at. silo red venwlerMl beds OS10e20M Yes Yes "a WA ken 0.0MM' Akrnbw PLAM41 ll ga Ira ream loaoimunt Perblon 2017 Bond Roo" i LW Nablus Cd"W. R-1 twoodeposn Rbdbp The campers otawd: LMbYWn Repokan a ProrNt EvmI Ian Bea Lea M Vao M0 Floride Deprarwd of Business & Professional Regulation &ditV Codes and Standards Product Approval Applkatlon Detail p.pa, a 1 IMMIS ismtesu Lkus car am g LBIAN gnat Sato csaltat LetrtAltaor YIIIndhL Yalooei amend MIAMMO somu Wad mm gram Werdt90ot Thmew 4omwat MPWO tkk%wn Evoksobw dry W.Waar 10n8120/7 IOMWMi7 1021=7 Approved Redden 2017 Bad RooaeleoeetdJtat lr2)a2) coo 8ervlwme LLC. pm e"-woo cowporT Reea e anrararr: Rmeag Ten Is t)aeparwe MW10r [v.br110r1 Reporttenr e Rodrd EvsksMon En,r 6mebmi PmWde googAr a.omndsrlm amusisKan Ya1t gown Ounetgnddm S 1.cYla ammkima Dom" Eamo cool Moien ROW.- Lain vLMlaa, FL I0044018 No Yes WA RN N am" ON Florida Dgmbrw t of BUWa & PPoksWm Regufatiai Rp I d I &A" Codes and Standards 14rM1a Ito Approval Application Dena BB�11 gm so" Rite gt OM Eamt gat si mmmml ga am rims i dmloK good arNKAk%re YnalutM ids" LiWY BWLAam)d hEMM War am Nola irammL Re WON 2017 BoYl Redro/ModMllNb Tloeds J.eseM IAPMD Uniken Enk"m dry W. 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Hoag Tan Vamn* md@bodloo obewsrtes ateMd: EsekMtlen Report tan a In Prodhmt EvseNonl Entity Edndsmi Be nes gili,Aaamas AsnomiaLfm m ond*LM a rd am" lmdwierdAm S rhdann60MLIM Lima addiLk= eased ft■ err! ageouamsbft Flat Prwat-RbkO, CA 1001401S No Yes MN WA 17 BMoey MO-Coreysbb,Nenbd Bya,MMkaawb, FIN Proves-SlWden, CA SPROsd eread Thatch Florida Deparbewlt d Business & Professional Regulation t?Iladinq Coda and 81r,drds fhe*M Approval Appaatial Dstall pope I a, WWI$ et» dints wee gt ltateadra gr ga gall iaratAilena maom st Needed aorlld aYiA_at tamed than am moss mstobw TurmtrJreswt e(Parou.lwarektru amw.w wr tansWl7 IOAMM17 IWAID17 Apposed NeslaIM 2917 abed PrUseste RbakBkLLC. OM20es SWAMLJC. QOMM4180 caYprrr. shatm M aror.pry: sloe" P-- CompaMn Meat.d, Ewktaeon RoW *am e FbrM@ROgYYeedAyHW« aLbMsed 11"I t Prola.ebad Vol Smrk Ass h mikim AMENOA lm rm arm a 2MRNLLWaaaa IM 1111111118 2ONL aB saving Edam RdP7ab-LaamWCA 100400/8 No Yes "A WA LadProdardibulAwkKALliou I M Oats Q*Md .d slaw seem PrwbAMQ Florida Deprfrnrd of Business & Professional RagWatioo Pp I or I Building Codes and Standards IWJots Product Approved Application Detail BA'INWl Sod l mI1L9LRik 20 2aiwAn go cone )team i•whlbm Soelot FAMNKALhr! kilo" MdOOd L hmkmd 9gdmmd seamed Who Re Lee 2017 sad ROeag/11, Ica. TomeeJ.wlMa &~UIISM EvMMncon dry W. W.br 10H612017 10Md2017 10MOU017 Approved Cobmr. 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MOWN EmaI Jomhm 100441018 Nov Yes WA WA is Sunny 900- Country ShMe. Sh" iMp;aw PM prom -NNldreen, NV gldlt amaar Ara mmLbLun AaaaaOhf cr loom mmM slamdmaasgm r>rYW RaaMLM BMW" Emra 10.e4FM,8 No Yes WA N61 Florida DepWOmt of Bmhw= & P.desW eel Rsgulatpru Florida Regulation BLOlding codes and Standards wars Building Codes and Standards il6a0w Product Approval Application Defaa Product Approval Application Dlltall amtLac Rate Ra gusset gr ga t tdr god aa&lanre id"IM Imimm 1mMd o HEmamet moW1 d m Due MOWN m OWN akom ie soots aortsi bm Yatdoltk ridded 1Wwd d 1mm am ad alter Tim R" . Wood A. Tack., P.E Jahn W. 14wevkh, PE 0006=7 OW31/2017 owitaw 12/12Q017 Apprind Revision 2M7 rlk6el Protection Pm&ic , LLC. Tkn Rabah.Orn WOm A. TMJr., P.E John W. Kt ewswic L PE 06e60017 0=14017 0s/11=7 12N212017 Approved (r4) W75t6 PE-44167 M" m41224 anl� PE44167 ry6gmeaat odecretp a.poradam P.rreb tkarownwondiy:MaaW amtoom C.mpww+Msared Evdwnon Rpokcon e F w R.pbbh.0 Melaod «a lloarr.ed F1coM. 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Bennardo, RE Troy BWwp, P.E. 0472072018 10202017 04202018 0671=18 Approved Catapmy: Shutters (661) 712.9882 PE-0046549 (954) 947-MO SrbCatepory: Storm Panels mikeb@allamerlwnshutte Compil— M*Vwd: Evaluallm Report from a rs.com Ftodda Registered Archkeet or a Cleansed Florida Praesimw Engineer Oualev Aswara:e Aoorowd for use Amrowd for ass ImmM palm §� Routs YodN. Nrambra Nae g9Qyg, ail R>MItIMS�iMratleraJDate lalOdfi 0utsle.ltvt¢ t1Wmart P29falt4 7 249e GaNenmed Sbel Storm Panels 24ga Ge —Ozod Steel Starts Penal. 12WM19 Yes Yes Yes NIA Florida Departnort of Business & Prohesiond Regulation Pasa, dl Builulrp Codes and Standards laawa Product Approval Application DOW 6AJN!!a gtat mookK per gee goi!mim no ball >ledoa lrMdMl■[ fAOYM mMBYLilaoOt )r■IYglat )rlgmd ll kom EM:ARMN among arts Resmmm 2017 nits MO" CarOarnm 0110 iw awed LwAb ICC amasses, Swvkm. LL.0 lsawrn M. ResmM PE OW OO17 owma17 090MAIT Approved Co wy: SwAdand Coelp"da (047)91e4M73 Na7)M4917 bacasgay: Tams Pretes wmY0a0krSa.own Cmopowm Watt evakwm Rapoatw o Reeaa Evokseaw En* naimmm.EMOior gooLAm arrsnaAKlre aor■atrtlrl ace gaols am! boksa dda SaedelMkdb§g r rmlz Ramatta0li emim Ennis 4 irwoomwonNice aftsI esaor Pre 1213WMI Yes Yes WA WA LoaLg a■ Elands Depaftnei t Of B{Miees & PMbUP rW RgUiebW Pegs 1 art Building Codes and Standards laawe Product Approval Applkatbn Ddd PLM"4& ama! itarL9e Dot pit gssISMS 20 mmt globe NWIloo■t good mdrrille■m )il101tilt Yaalold !Waked 9CA®d how" Ara HoMMm 201T Mores ledus9W, be Dove NMf ICC EvWatlon SwAcs, LLC ICC Evakneaen awviw, 1 W 92017 10119201T 100=17 Appeased Cs49aaF akurArsiCamOamnm (34) 061-7480 LLC. 1r1ICa4a8, 1: Three Piles dwsolQniaom 12a6) 699eN00 compose-- , , EvskUOon Row ftm a PMOwt EvakoWn En* 1 muffALPtilm Sairtdrlsooe aarM■lllegm Aag■aarellm slue poleN pat EMOMLIMI&ONMkKmNAM Antler 2ddk Ind Boomi Petal 4 MT20 209L Bess dossdr oft 010011M Yes Yes WA Nos Ytatgm■ FL&t l go& boa in" ONI Mom As 1060 2017 Ifwswk cwo wrbomw,no. CaLa0, , eblwaw Corpawes M acerb" . TnUs Wales CnntPlYtns MWmt ErMaOen Raped parr a Prodrml EvaAUtlat Easy log EMANLIWddjbmkKALOM 1 ITW SC.GW4*0 ripper efsnph (H Low, 8) Florida Dmpwtmt of Business & Protsesionel Regulation pepr, a, Bu&lfp Codes and Standards IMMS Product Approval Application DataR meaK an gain BeLbeOm gal! Snob immim lalegal FM Ammons Allow Mot Slued LOWS IOC EYaluatldn Swvlos. LLC Vsrwn at Rsoesr6 PE MOM? 09e72M7 06212M7 Approved W n 018-8473 (407) 661-1917 swsrbookeltsw own gmmkA■■mae AmmMrtA ammotr[u m AM polo amomLommimm LQW In HV : gumisk2ola Boahm Ea Mad Canrlaabr Pk b 120312=2 Yes Yes WA WA Fbride DepeMlrt of Business & Pr fmmW Regulation Pqa l d l Building Codes and Standards ,made Product Approval Application DNaii FLRH"4l go go 21*J*An 20 mme led■ mamhom State mmtmtilltaem ltoagortSat aragurg aUNO" Elgd■MO AMM MA aria Resdan 2017 WT4kIwuWW, kw DWAd wM ICCEYawrdbn 9eryks, LLC IOCErrnitlI esmb. 10"WIDIT 101192017 tOr MIT AppraM C44a-, , eblKeesi otevewea (314) art-748o U.C. succab9wy: The Plebe Ovrsrldrioos po6) s9seao0 Ce109wmo MWmt EraI ----Rpafparta Is Evekr/es EntlO' PLM2lU4MPggkMr gmwkA tlOn9 Almome , itims AYm nalapt ae1M ➢Ile■ 1stX OMO■DENN■ InHVW guwkm memo EMmn■ 1 M1S" lalLsuparwo esa011 euwaamswpde 0VM2023 Yes Yes WA WA PLMMIF4w 20 bm aroma m.reuor Rwwon 2017 Wrok bdnesmM ba CssaOwF emtmaar caf0wm* eri0ws9wI True Main Consist"" meant Ivskrtlon Repot Hone F oil BOOM Bear !rat a MT20HO a101iiddl Florida Deper6Rent of Business & ProTsaionei ReglYdon Building Cores are Standards Product Approval Application Detail Pagaldl wawa l3lllobft Role bm lrora llmi■ot Rwrmlks 2017 nw&A tg Cwnpwmu C101* them cewwr- am"" ow pmwrrf entclewgon: The Plates dkIMplrtae Mowed: evaluation Raped from a Prodrsa EYYrwmn ERW lot in 2 nw 00004" raga Pleas Flofide Depeftrfent of &nkw a & Professional Regulation pop lot , Building Codes end Standards lams Product Approval Application Detail! low" go Rkkk 2*Lbodm am 220M lmrtrALlelmt kwwda k xa ambNw EWAAMoal seamm alma ek"Lewle ICC EmkrWoo SWIM LLC wrens Reelect, PE oen92017 091072017 090102017 AOPeovsd (6471016e173 (407) m14917 elm4e�s¢Ymb.aaln Aars7tldlMAr! Aae■w.rgcllei ass perm EMONLOONdgm Smerltaf■tampr Satoh 2MMdLHM ata■ta sours Mesa Comwcw Platy 12d312092 Yes Yes WA MIA Florida Depa b of of Business & ProfwioW Repu istion Page 1 al Building Cedes end Standards laawo Product Approval Application Dorton RAM "4m pat 11■L9[ gale 20 gmtEma■ Dma bm MaWm Someone RaoYM mmsomiirtam !f■tlMrlJOd mooing afamrd EWLAUMm animm cleat Holmes 2MT Wak Mus des, led. Dwd VAR ICC Evsbalon Service, LLC ICC Evakytlsrt Semvb, 1 W 92017 10MG 17 10222017 Appevsd Cswyory: SYuwaM Gal 1, w (314) W-7400 LLC. SumCdem: Trams Pmms OwwlostEors (20a) a00-M Coo PWM III I: EwkAtlat Report mom a Prodrat EVak"M Salty 9ON AttlOsm Ammadlatrt AIWMM KAN OWN; 21MK i■A bEhOLMOkLMMkKMLNM emamLRuld am SdomeNoslssOOe talllli 400i M= anion Earl■ 2 M116 la9e.,nrno wraorplaw 01A12023 Yes Yes NM WA 1■aYSdad1 BAMSm Doarse 20 gme 21kbo a Dar Sm■ Ronal mWmtilltmm )Ofadfrgleu lOulNYg Ambow SRAMMW amend lima ]nil■ Malin m■aan■L Dave Nall ICC EYskn I Swvlw, LLC ICC Evskmaw, awe, I(VISM17 lwlew7 10022017 Approved Re MCI 2017 namymflnaslresr (314) WI-7460 U.C. onlooker. sbuwae, Cwrfo mr4 dwsrl wA— (200)50P9a00 lubCabgafs Eitakta, Lwdw CowpNwres MWndk Evskmwn RWW awn a Product Evaluation Eft 8 gmdkA■Imm AgmmWMLft hommarLpt and Dols eMtAL2M dmm htOaS gtltlb WAR tlm■lu eaaeim W! 20 a. hbh ear pa hues aotmmobr pales ow12a23 Yes Yes WA WA 1 aNaloNrnt LVL Florida DeparrTert of Business & ProipNoal Regulation Passion 1 Building Codes and Standards 14ao/e Product Approval Application Detail la ■I[ 20 got 2MLEn o Rot Morino and KAlletme tmgaoAlt Yaldrd !■ants ZwLhmm d A■M N Ara Room ICC EvsluWrt 80". LLC - A. Roft war, P.E. oe2212017 oa000017 07MM17 Awfoad MM U46M Wall a19,1344 RaEwteeMwmswsyerM wuerwm gmlr.deo■rm AmmaghLin AmmndMLUse know Rims EMANLROMINE p elt 1nIDR¢ RdtltleHWHZ Redeem Gale■ LwNnsW Waver Lumber o31812019 No Yes WA WA Florida Deperfmmlt ofBlain & ProffessiiorW Regulation pap 1 a t Building Codes and Standards ,a2ws Product Approval Application Detall GAtOalt sate lmrLa gale Dot 2OLboOm 20 boa MOM MOWUR rr gum YaYMll M MOM loom" EKA■md amMYW Ara In Wks 2017 r11Mau1, P., ol, mnb Croup kb. short Lewis ICC emkdbm swvnw, LLC vamtlm Rsnled, PE 0WWAIT ON"=7 002120/7 Approsad C4MVW. SkuWaal Canporwes (647)91Sl4n (407)6614917 swoomegoy: Trues Pmbs dwailesapkieft.dam CnnP6ftaa rWwt EvakWM Rapnd ftam a Probtl E ek"M En* eiAtata�.Elad! a■IW.Aa11a■le Amm ilKN t AN MWL&Lgm lone gams lot blawmabLookKaLlm EM&MLONukto sogmazmdmmmubk 1,1110111 gmmltd Nellie ft 1 3 ITW BCCMpw Tndot Mod Calendar Plsb 127312022 Yes Yes WA WA Raids Dapaftneft of Business & Rubs orW Regulation Building Coos and Standards PnoductApproval Appiledton Detel logo i a, laawa ajnff.:a sm lrarL9[ go got 2MLBmdm Dar ms mim mldrrml Route m kmt&LM w 1Magr■md Yaagaleg Metaled lAaAm■ut among Art Rwkesn 2017 des Muslim, storm Dowd VAR ICC ErskmYas 8wb, LLC six Evemetlort Swks, 1 W OMIT 1 W 92017 10222017 Approved Cass9ar: Sambas ComPrmmes (3%) art-74W LLC. MACsweoay: Tres Palms dwwlAmY.ann (205) sla-twoo ComaWneeMdmt Esshadlo l Raw Mom a Product EVAINN Eft eiAi1$ 9r11ler.AlMost ameaatr[RE amommiANft rite Mom act Lr0■D■ad■m R9memmgale Satl>aM prWoIDla tortoni Btsin 3 1,11T16Ne 16 W M9h strampM Vm awracbr pmb 011Al2o23 Yes Yes WA WA imaesarat BA16II# mt Slealea mr.ima Rewron 2017 NbyerinarIMer cau.owri ewerr Caporrarw euhIM0168 : Etalwared Limber Cemmoere.- . , . Ewkaft Rpm fana Protest evak"M EAW BAtlif�tlaOlur La! 2 Pwaaum PBL ANMLQMa Florida DepanneM of Business & Professional Regulation Building Codes and Standards Product Approval Applkatlon Datdl pap /a1 10210,14 Ratite got got 2MLBN" pelt gable loolortalrame lbobb Jet Ytlgtd sumiNd arLawmlal Ammag Mot RIb Baldwb ICC EvebWort earvice, LLC tes"A Raevwrt, P.E. 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MINIMUM PE ar2nn7 011120=7 07=41017 Approw0 Rsvdan 2M7 yyal4fanner Roo BYasb IOC Eebetlort Ser4w, LLC A1mwA I oommm P.E. 060222017 oe0a2M7 IFFAMO017 Approved Holdon 2017 vvny4 hmu w Roo Ballow NX EvoMptlon Swiw, LLC Rotations, PM �,7 OBFAM17 a7A32a17 Approved rWmbn 2017 CAST-CRETE Usk Yes Crw9 Purl mw l-Daw 9000- CER mwnWeds 9000 - VAL 11114FA17 1 W MM7 1121I2017 Approved dkb91ry: saww ICoewowars psaims"M eeq MIM4 CesMor-Bswsaw CwOane M92a4fm (a0N)63F,344 6A. 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