The URL can be used to link to this page

Home My WebLink About37741-37749 Prairie Rose Lpc_0 ......... _.. ICI ORIDA APPROVED PRODUC I'S LIST, FRONT EI EVA.TO SCALE: 3/16'4-0, 'Parent Approval Manufa---- -- -- --- . -- ----- - - _..... - .. FI l 1321, € 13ct filets liardware, Inc. .._... ...... Exterior Doors ._... _-_... S v(r, sin , Ext. Door Opayrze Fiberglass Door 1 rttry Drier ..._. ...... FL15220.1 Pla Cico, Inc. Exterior Doors Swinging Ext. Door Assemblies Opaque Fiberglass Door Glazed Fiberglass Boor FI.I52q R1 C Ir,liay Building Products C"t?mpany Exterior (Doors Sectional Fxt. Door Assemblies __. _ .. . FL, I5349-R1 -, .M1 Windows and Doors Windows 'Fixed Model 185PW iAluminum FL3664-R3 ...-. I attiko Building Products _.._._.. - ....__. Roofing Underlayinents TW i,?nderlavntent `pelf Adhering Rubberized _... FLI )6 s,1 C,t_.Irdiar, wilding Products fjsh_ le.:. __. . __ Pane! Walls Soffits.._. .._ ... _._.. i 6" .Quad Four..Q/4 ....... ... .. Ahrntitrurrr ...... .._.....__._. FL9792R5 --- - Atlr?R Roofing Corporation . .__rP Roofing Asphalt Shingles Storn?Vlaster Shake Fiberglass Reinforced ------- ___ FI,11473-R2 Simpson Strong -Tie Co, Structural Components Wood Connectors Anchors LSUU210 Adjustable Hanger _. . FLI €R2 . Su t?p sant cn`Ira Co,Ci . ---- - - - Structural Components .- Wood Con e t3rsAn Anchors ---- ----.. FSTA --- , Embedded Truss Anch FLI 1473 R2 ... Sllstpson `�trotia-lrc ttt - .... Structural Components ..... ---_... Woad Connectors Anchors - iS7T 1"A Embeddcd'Tn(ss Anchor SIFT - son Strot -TFeCo ...... t S ructurai Components -- . i s � and C ors Anchors .... . - .. r€5 peon Strong -Tie Co. Structural Components . ................... j Wood Connectors Anchors .... ----- _ . - Si �con StrriFa_ TrcCo.Cc poHants V>oa CcnnEcF} a, hors , Stra Tres FL 114 , -R2 - - . Simpson Stronng _I ic. Co. Structural Components Wood Connectors Anchors LSTA 12 _ Strap Ties FLI €4773-R2 Simpson STong-Tie Co. I Structural Components - ,_ Wood Caimectors Anf hors _. F H2.5 I Truss Tie NOTE FLORIDA APPROVED WINDOWS AND DOORS RATED FOR INDICATED DE SIGN PRI`SSURES AND INSTALLED PER DOOR. MANUFACTURERS SPECIFICATIONS. ' '" =11 : ' --were 1. THESE PLANS MEl T THE iMINWIUM REQUIREMENTS OF THE 5TH. EDITION (2014) FLORIDA RESIDENTIAL, BLILDINC3 CODE, FEC: 2014, & ASCE 7 10. 1. CONCRETE E SHALL HAVE A MININIUM COMPRESSIVE STRENGTH OF 1000 PST UNLESS NO r ( _ 11:D OTHERWISE} ,a_, 28 DAYS. 2. STEEL REINFORCEMENTSHALL HAVE A MINIMUM YIELD STRENGTH OF 40,000 PSI IN ACCORDANCE :4 61_ 5 R ANC1 WITH AST. 1 A - 3. CONCRETE MASONRY UNITS, IF ANY, SHALL BE HOLLOW CORE/ LOAD BEARINGS IN ACCORDANCE TO ASTM, C90 OR C145; 1,900,PSi MINIMUM. 4. GROUT. IF ANY, SHALL HAVE 3/8" MAXIMUM AGGREGATE, 8-11 INCH SLUMP 2,000 PSI AS PER ASTM, C,476. 5. MORTAR,IF ANY, SHALL BE TYPE M OR S IN CONFORMANCE ASTM C270. 6. THE OUTF,R FOUNDATION BARS SHALL BE CONI'INOUS AROUND CORNERS BY BENDING THE BAR IN ACCORDANCE WITH 2023.4 OF THE SSTD 10-99. IN BOTH CASES THE MINIMUM BAR LAP SHALL .DE 40 DIAMETE.R LIKEWISE, THE BOND BEAM REINFORCEMENT SHALT, BE CONTINOUS AROUND AL.L-, CORNERS. 7. ATTACH PLYWOOD SHEATHING TO SUPPORTING TRUSSES OR OTHER FRAMING WITH COMMON NAILS FOR. GABLE DIAPI-IRAGMS ONLY, (UNLESS OTHERWISE NOTED) 8d. A. 4" O.C. ALONG EDGES OF PLYWOOD PANELS. B. 6" OC. ALONG FIELD OF PLYWOOD PANELS. 8. PROVIDE 4" X 41" CLEAN GUTFOR ALL CONCRETE FILLED CELLS. AT THE BASE OF WALL, , 9. ALL WOOD LOAD BEARING EXTERIOR AND INTERIOR WALLS TO BE #?2 SOUTHERN YELLOW PINE (OR EQUAL (FB nT 1200 PSI) @ 16" O.C. UNLESS 'NOTED OTHERWISE), 10. ALL WOOD GIRDERS SHALL, HAVE A MIN. OF (4) - 2"X4" STUDS PLACED DIRECTLY UNI: FR. THE GIRDER AND DOUBLE PLATES. 11. PRE-MANUTFACTI. RFD ROOF TRUSSES TO BE DESIGNED IN ACCORDANCE WITH THE LATEST TPI DESIGN REQUIREMENTS. THE TRUSS INIANUFACTURER IS REQUIRED TO FURNISH ALL REACTION LOADS FOR DEAD LOADS, LIVE LOADS AND WIND LOADS. MA1NUFACTU.RER TO SUBMIT TRUSS LAYOUT AND DETAILS SIGNED BY A FLORIDA REGISTERED ENGINEER. 12, EXTERIOR FRONT AND BACK DOORS, WINDOWS, GARAGE DOORS, CLADDING AND COMPONENTS ARE SUBMITTED WITH THE "TECHNICAL. MANUAL" FOR INSTALLATION AND TEC'HN€CAL MATERIAL. SPECIFICATIONS. 13. ALL EXTERIOR CONCRETE BLOC[: WALLS ARE DESIGNED AS SHEAR 4V''ALS OR SHEAR WALL. SEGMENTS WITH DUR..A_WALL REINFORC014ENT EVERY OTHER BLOCK AS PER THE REQUIREMENTS OF'THE NATIONAL CONCRETE MASONRY INSTITUTE. IF DUR-A-WALL REINFORCEMENT IS NOT USED FOR TIIE ENTBUILDING', IRE LENGTH OF ACTUAL SHEAR WALL WLL 13E DESIGNATED ON THE PLANS. 14. AL.i_, OPENINGS GREATER THAN 5 FEE•I' T'O HAVE 1-45 BAR ON EACH SIDE. OF OPENING AND FILLED WITH GROLT T. OPENINGS GREATER THAN 12 FEET TO HAVE 2 45 BARS ON EACH SIDE OF OPENIN(3. 15. CONTRACTOR DIMEN `I{ 'S" N) CONDITIONS IN THE FIELD, I R I'O VEIZTE'Y .ALL b 3IvS AND CO1N O S k ILL, 16. ANY CHANT iES TO SEALED DRAWINGS MUST BE APPROVED BY `THE PROFESSIONAL ENGINEER OF RECORD. €7. STRLICTURAL DESIGN CRITERIA: A. BASIC WIND SPEED_- 140 NIPI1 1,108 MPH 3 SEC. GUST 13. RISK CATEGORY Il C. APPLICABLE INTERNAL PRESSURE. COEFFICIENT WINDWARD LEEWARD 1S. ASSUMED MINIMUM EXISTING SOIL BEARING PRESSURE= 2500I'SF 19. SOIL NOTED AS COMPACTED IS 95% MODIFI.ED PROCTOR, ASTM D1557. l: O: 4 4Court �'`1► FOUNDATION NOTES VERIFY LOCATION OF BUILDING AT SITE USING OWNERS APPROVED PLOT PLAN AND ADJUST CONCRETE FOOTING, SLAB, LANDING, AND STEPS, AS GRADE REQUIRES. IF CONFLICTS BETWEEN EXISTING SITE CONDITIONS AND APPROVED PLOT PLAN ARISE CONTACT BUILDER. 1. PREPARE SOIL, TO R.ECETVE 4" CONCRETE SLAB W/ WIRE MESH OVER 6 M1L VAPOR. BARRIER A.NI.) CLEAN, WELL COMPACTED, TERMITE TREATED FILL. 2. ALL FOOTINGS TO BE 16"W X 8" 1) W/2 #5 REBAR CONTINUOUS (UNLESS hIO`T"ED). :3. ALL THICKENED SL.A13S (BELL FOOTING) TO BE 12" W X 20" D Vdi 2 # 5 REBAR CONTINUOUS (PLACE UPLIFT STRAPPING OR ANCHORS AS MAY BE.REQTIIRED PER CODE). n �4 2 4, ALL COLUMN AL)'TO BBEX 24" X12." W'i 3-#5 REBAR EACH WAY (L NI,E.SS NO`1`EI)}. 5. ALL. THICKENED EDGE SLABS TO BE 12" 12" W/ (1) #5 REBAR, (. ICCENED SLAB AT FLOOR ELEVATION CIANCE ISTOBE 8" LX 26 W!2 5 REBAR CONTINUOLS. 7. FILL CORE WITH CONCRETE AND PLACE. (1 #5 REBAR VERTICAL FROM FOOTING TO TIE -BEAM. PI CI SLAB I " IN I € ' TYPI ,A 1, IN DIRECTIONARROW). $. T I _ I_AB AT UR,AD1 AT } C tOF 9. RECESS FLOOR. SLAB 3.14" AT AI..L.: SLIDING GLASS DOORSAND EXTENT) SLATS 1 1/2" PAST BLOCK FACE. 10. EXTEND SLAB EDGE ATEXTERIOR DOORS 1 1./2" PAST BLOCK FACE. 11. SUNKEN SHOWER TO BE 4" CONCRETE RECESSED SLAB W/ 6X6 #10 W.W. MESH (OR FIBEIuNIESH). 12. AIR CONDITIONER COMPRESSOR PAD SHALL BE 3'X4'X4" PLACED 8" FROM WALL, TYPICAL OR AS PLANS. 13. ALL STONE OR BRICK VINEER FOOTINGS TO BE 22" W X 10" D W% 3-45 R.EBARS CONTINUOUS. 14. ALI, FOOTING FOR 2 STORY TO BE 20" W X 10" D W, 345 REBAR CONTINUOUS. 15, ALLTHICKENED SLAB (BELL FOOTING) W.12 STORIES BEARING; TO BE 20" W x 20" D W/ 3- #5 REBARS ( PLACE UPLIFT STRAPS OR ANCHORS AS MAY BE REQUIRED PER CODE.) 16. THICKENED SLAB (BELL FOOTING) WHERE AT BEARING WALL OCCURS AT CIIANGE IN FLOOR ELEVATION SHALL BE A -viIN. 16" D X 16" W CONTINUOUS. 1'. SOIL BEARING CAPACITY SHALL BE A MIN. OF 2000 PS:F IF NOT, NOTIFY ENGINEER IMMEDIATELY FOR REVIEW OF FOUNDATION DESIGN 18, TERMITE SOIL PROTECTION TO BE PROVIDED BY REGISTERED `I'ERMIT'ICIDES. WOOD NOTES T. ALL FRAMING I IMBERS SHALL BE WOODMEMBERS WITH PROPERTIES EQUAL, ".TO OR BEI.-TER THAN, THOSE GIVEN BY THE SOUTHERN PINE INSPECTION BUREAU FOR SURFACED DRIED SOumr-_RN PINE NO.2 (MINIMUM ALLOWABLE BENDING STRESS - 1290PSI FOR Sii'NC;LE MEMBERS USES AND 1400 PSI FOR REPETITIVE MEMBER USES. MODULES OF ELASTICITY-1,600.00 PSI) 2. ALL, LUMBER IN CON'TACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED. 3. ALL ROOF RAFTERS AND PREFABRICATED WOOD TRUSSES SHALT, BE SECURELY FASTENED TO THEIR. SUPPORTING WALL OR BEAMS WITH HURRICANE, CLIPS OR ANCHORS AS NOTED. 4. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE"NATIONAL, DESIGN SPECIFICATION FOR STRESS -GRADE LUMBER" AND IT'S FASTENERS AS RECOMMENDED BY THE. NATIONAL FOREST PRODUCTS ASSOCIATION 5. TRUSS MANUFACTURER .SHALL. SUBMIT SHOP DRAWINGS AND DESIGN NOTE WITH AN ENGINEER SEAL FOR APPROVAL. DESIGN NOTES ARE TO INCLUDE THE RATED LOAD CAPACITY OF THE CONNECTORS USED TO SECURE THE MEMBERS, CERTIFICATION OF T14E CONNECTOR CAPACITY'S AND MANUFACTURES LICENSE TO } FABRICATE TRUSSES UTILIZING THE CONNECTOR,)* SYSTEM PROPOSED. 7, BRIDGING FOR PRE- ENO INEERED'IRUSS SHALT.. BE AS REQUIRED BY TRUSS MANUFACTURER. IN ADDITION TO MEMBER SHOW ON DRAWINGS. 8. ROOF DECKS SHALL ISE l,v,,, PLYWOOD OR OSI3 FOR FIBERGLASS SITINGLE ROOFS AND 5/8" PLYWOOD FOR CONCRETE OR CLAY TILE ROOFS. USE 8D NAILS WITH 6" SPACING AT ALI:. PANEL EDGES AND 6" SPACING INTERMEDIATE SUPPORTS. PROVIDE PLY CLIPS AT UNSUPPORTED EDGES. 9. ALL WOOD FRAME DETAILS SHALL BE IN ACCORDANCE WITH "NATIONAL DESIGN SPECIFICATION FOR. WOOD CONSTRUCTION" LATEST ADDITION, NATIONAL FOREST PRODUCTS ASSOCIATION, UNLESS DETAILED OTHERWISE ON THE STRUCTURAL DRAWINGS. 10, ROOF LIVE LOAD::: 20 PSF. ROOF DEAD LOAD .= 20 PSF 11. GABLE ENDWALLS ADJAC;:EPNT TO CATHEDRAL {:Ell-INGS ARE REQUIRED TO BE CONTINUOUS FROM FLOOR TO ROOF DIAPHRAGM. I HEREBY CERTIFY Y THAT I HAVE REVIEWE D THE ATTACHED ]fDES:TCi.I AND FOUND ID IT ] ID BE IN C t��II'I.,I CITH 'I`II 2014 (5TII. EDITION) FLORIDA RESID'FNTAI, IIUIL DIN(", C:`O DF, FEC; 2014, & ASC 7-10. DAVID W. SMITH, PE �y 9909 WALLASTON DR® LIcE 3608 PLUMBING NOTES I, PROVIDE PLUMBING FIXTURES, AS SELECTED BY PRACTICAL CONST. COMPLETE WITH ALL TRIM TRAPS, STOP VALVES, SUPPLIES AND ESCUTCHEONS, 2. ALI., PLUMBING SHALL. BE IS STRICT ACCORDANCE W`ITTI STANDARD PLUMBING CODES AND LOCAL ORDINA.,CFS. 3. SOI€, WASTE AND VENT PIPING SHALL BE SCHEDULE 40 PVC. 4, ALL WATER PIPING SHALL BY TYPE "L" WITH 95-5 SOLDERED JOINTS OR C.P.V.C. 5. COPPER PIPING UNDERGROUND AND IN CON'TRAC I WITH DISSIMILAR METALS SHALL BE COATED WITH TAR. ENAMEL AW W A-C-203 OR EQUAL. 6. PROVIDE INDIVIDUAL WATER STOPS AT ALL WATER CLOSETS, LAVATORIES AND KITCHEN SINK INSTALLATIONS. 7. RUN ALL PIPES CONICI'ALED IN WALL, FLOORS, ABOVE CEILINGS OR BELOW GRADE. 8, VERIFY ALL ROUGH IN REQUIREMENTS WITH THE FIXTURES T'HA-1- ARE SELECTED. 9. COORDINATE ALL WORK WI'TH'TRADES. 10, PROVIDE FULL SIZE PIPING FROM HOT WATER P&T WALVE TO EXTERIOR. 11, WATER PIPING RUN TIIROUC:ii-I CONCRETE OR MASONRY SHALL BE WRAPPED WITH 10-ML VINYL PLUMBING TAPE. 12. HOT WATER PIPING SHALL BE INSULATED IN ACCORDANCE WITH COUNTY WI DE ENERGY CODE. 13,40 GALLON WATER HEATER. 14. TANK "TYPE WATER CLOSET VOLUME 1.5 GALLONS. 2.5 GPM PRIVATE . b _V TER -FLOW RATE. SHOWER HEADS C T: I A '[LIT • ' 2.2B GPM IS EC ES _ METAL. , [ 1 16. PLUMBERS MUST USE .� . L'TA._, OR PLASTIC MATERIAL, TO BOX OUT AREAS CONCRETE NCRETE WHERE DRAINS ARE TO BE INSTALLED. 17. THERMAL.: EXPANSION PROTECTION IS REQUIRED WHEN THE WATER SERVICE IS EQUIPPED WITH A. BACKFLOWN PREVENTION DEVICE. 18. ALL BACKFLOWIN PREVENTION DEVICES ARE REQUIRED TO BE TESTED AND TEST RESULTS SUB€AITI'ED TO THE BUILDING DEPARTMENT BEFORE THE CERTIFICATE OF OCCUPANCY ISISSUED. 19. IN GARAGE'S ALL. NV'ATER HEATERS SHALL BE ELEVATED TO ENSURE THAT THE LOWEST IGNITION SOUIZC:E IS 18" ABLOVE.7'HE. FLOOR INCLUDING ELECTRIC WATER HEATERS. GENERAL NOTES 1. BUILDER WILL. VERIFY ALL, DINIENSI.ONS SHOWN OR IMPLIED BEFORE STARTING ANY WORK. '.'BUILDER WILL COMPLY WITH ALL BUILDING CODES BOTH SI'AT'E AND LOCAL. AND COMPLY WITH ALL LOCAL AUT'HORITES HAVING JIJR.ISDIC"[TON. 3AT IS THE CONTRACTORS SOLE, RESPONSIBILITY TO DETIIRMINF FREC:TION PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND COMPONENT PARTS DURING ERECTION T141S INCLUDES BUT IS NOT LIMITED TO THE ADDITION WHATEVER TEMPORARY BRACING, GUYS,, OR THE DOWNS THATMAY IMF .':.NECESSARY. SUCH 7dIATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY OF. THE CONTRACTOR AFTER COMPLETION OF THE PROJE'C'T. 4. ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE. VERIFIED AND SHALL CONFORM TO THE DRAWINGS, ARC`Ill`IECi'UIL4I.. 5. NAIL: A tD GLUE I3UC"KS. T14E WOOD BETWEEN THE DOOR .IAMB AND THE i>vAI.I_. 6. " e 3. L- . ONS -STRIPS BETWEEN A SERIES ES OF WINDOWS _ MUST CERTIFIED T WITHSTAND THE DESIGNED WIND CAPACITY. Y. 7. WINDOWS AND GLASS DOORS MUSTiYTEE`I TIIE 1MI AC"f S'TAINDAIZDS. WINDOW IN4FGIZ MUST HAVE LABELS ATTACHED LISTING r irANi'FAC'I'U1ZER, PEIZFOKA/i.<1NCI: CHARACTERISTICS AND CERTIFICATION THAT THEY HAVE BEENTESTED, LABELS MUST STAY ON UNTIL THE FINAL INSPECTION. 8" WALL SIDING, INCLUDING BRICK FACING, PAINTED BLOCK. OR STUCCO, MUST END 6 INCHES ABOVE THE GROUND TO ALLOW FOR FUTURE TERMITE. INSPECTIONS. THE CONTRACTOR CAN PAINT THF...BARE BAND OR APPLY A PLASTER -LIKE FINISH LESS THAN 5,18 INCH THICK. DIRECTLY TO THE FOUNDATION WALL. 9. A -NY GLAZING WITHIN 36" HORIZONTALLY AND BELOW h0" OF THE STANDING SURFACE OF BATHTUB, SHOWER,SPA,ETC., SMALL BE SAFETY GLAZED, 10. BATHROOM VENTILATIONMUST BE. MECHNICALLY EX14AUSTED TO-BU.TILDING EXTERIOR. 11. EQUIPMENT DISCONNECT MUST BE WITHIN SITE. 12. THE EQUIPMENT SERVICE PANEL MUST BE LOCATED WITHIN 6-0" OF ATTIC ACCESS, IF "TIIE AIR 14ANDLER UNIT IS IN THE ATTIC. 13. A FLOAT SWITCH TO SYlUT DOWN THE UNIT OR OTHER APPROVED DEVICE TO ALERT THE HOME OWNER THAT THE CONDENSATION DRAIN IS STOPPED UP MUST BE INSTALLED IF THE AIR HANDLER UNIT IS 1N T14E ATTIC:. 16. ALL MECHANICAL EQUIPMENT INCLUDING .A/C CONDENSERS, POOL: FILTERS AND POOL HEATERS SHALL BE SECURED TO RESIST LOCATION WIND LOADS. MASONRY/CONCRETE NOTES MASONRY NOTES: 1. ALL MASONRY IS TO BE 8" HOLLOW UNITS SHALL. CONF(..)RIb ASTM " TYPE NI WITH ?� L TO AST 1 C90, 7 L A IsRNCNIMUM COMPRESSIVE STRENGTH OF 1000 PSI. 2. MORTAR SHALL CONFORM TO ASTM C:'476, TYPE PL, WITH A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI. CONCRETE NOTES: I . ALL. CONCRETE SHALL HAVE:, A MINI:Mv UM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. F .TEE .. - - - GRADEREINFORCINGBEBILLETSTEELCONFORMINGASTM 40 EXCEP"I'THAI' TINS MAY BE DOMESTIC. STEEL CONFORMING TO ASTM A-615 GRADE 40. 3. WELDE.D WIRE- FABRIC SHALL CONFORM TO A-185. 4. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL. OPEN IINGS,SLEEVES,ANCHOR BOLTS,INSERTS,ETC. AS REQUIRED 13Y OTHER TRADES BEFORE CONCRETE IS PLACED. NO SLEEVE S,OPEIN'I'NGS PR IN! SERTS .MAY BE PLACED IN BEAMS OR SLABS UNLESS APPROVED) BY THE ARCHITECT'AND SHOWN' ON SHOP DRAWINGS. 5, ALL REINFORCING DETAILS TO CONFORM TO "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACl 315, UNLESS DETAILED OTI-IERWISE ON STRUCTUJR,AI_ DRAWINGS. 6, PROVIDE SPA(,ERS.CI-IAIRS,BOI-TS,ETC. AS REQUIRED TO ASSEMBLE,PLACE AND SUPPORT ALL. REINFORCING IN PLACE. 7. PROVIDE CORNER. BARS FOR ALL FOOTING S. 8. ALL FOOTING DOWEL. BARS SHALL. HAVE: A STANDARD 90 DEGREE BEND AND SHALL BE EMBEDDED 5 INCHES INTO -INCH FOOTINGS AND A MINIMUM OF 6 INCHES INTO ALL THE OTHERS. DOWEL BARS LAP VERTICAL WALL REINFORCEMENTA MINIMUM OF 25 INCHES. 9. GABLE ENDWALLS ADJACENT TO CATHEDRAL CEILINGS ARE REQUIRED `TO BE CONTINUOUS FROM FLOOR TO ROOT; DIAPHRAGM. GLl �J PPlr 3-7 2� ire `T rl DRAB SH--1 - ENCINEFRINC NOTES SH-2 - FLOOR PLAN SH-3 - ELEVATIONS SH-4 - FOUNDATION PLAN SH-5 -- ROOF PLAN IWIECTRICAL PL LA N AN S---1 - DETAILS S- 2 - DETAILS - _ ROO F OF NAILING & NOTES FNGINEFRING ALL Wag P RFV,A21N sHALt C1 IVAr/0 0A B G CDD�SOMpLY W AT/ON 0t& 1TM C17), ' L FLOC NC CC) Z TR E EPH /C r YRHILL8 ORD' AND RDI ftvices REVIEW DATE _2 CITY OF ZEPHYRH PLAN EXAMINER HILLS CITY OF ZEPI-I Y,I' PLAP�IS ELF�� MINER NOTES SCALE 3/16 -1 0 -77, 77.7m. C-1- 4 r UNIT 8-1 UNIT 8-2 JUNIT 8-3 _ _ ____ __ _...... _..... .._ UNIT 8-1 - - _ ____...____ ----_ _ UNIT 8- ._..... ____ UNIT 8-3 __ _ _-__-___----- ____-_- -___---------......._..-__-._-_--_-_r_--__--_-_-__-_-_-----___ UNIT 8-4 -_ __.._.........._.. UNIT 8-5 ----.- -...._ _-____- ....._- ............._.... UNIT 8-6 3 BR AREA 2 BR AREA 2 BR AREA 2 BR AREA 2 BR AREA 3 BR AREA 1435 SF LIMING AREA: 1267 SF LIVING AREA: 1267 SF LIVING AREA: !1267 SF LIVING AREA: j1267 SF _ LIVING AREA: 1435 SF LIVING AREA: SF �7�--------...-_.._...-------- GARAGE - ................. AREA: EA. � - ----- ---:2-SF�------ ............_........... GARAGE AREA. G - --------------------..... 6 �... �---�� -- ---....... - GARAGE AREA: E <263 SF GARAGE AREA: .263 SF AREA' GARAGE A EA -- - --- 2�9---SF---.._...-------------- GARAGE AREA: -- -- - --- - ---------- 115 SF 96SF_ LANAI AREAS 96 LANAI AREA: 95 SF LANAI AREA: 96 SF LANAI AREA: 115 SF LANAI 4.3 SF - -LANAI -AREA:-' ENTRY AREA: 43 SF _. ENTRY AREA: - 43 - SF __ ENTRY - - ---------------- AREA: 43 SF -- -- - - ENTRY AREA: ;......... - 43 SF --- - ENTRY AREA: - ._.. - 43 SF - .AREA:_ ENTRY AREA: - - �- - ------ UNIT TOTAL: 1872 SF - - - ---- _ - UNIT TOTAL: -- ---- 1669 SF UNIT ---------------::_::.---._.._......... _ TOTAL: 1669 SF ------. - --...._..._.-.._.-..-------.._........_......_....-._..._._._._..... j UNIT TOTAL: 1669 SF r UNIT TOTAL; _ 6 5 _ _ --- 10,420 SF TOTAL AREA UDDER ROOF: UNITJ8-5 SCALE 3/16 -1 o" dEET 2 � i 1i,,i 1 F�,o 'nw ajwi.rn�i's,i id,iili1��.�i i�1�r � 1f i � 1 —T----F— �tlw � ! tl .r< rlr 1 rlr ■ wt tr �r wr w t � ■nn ■ w tit w r wr w r / t t t w �t ■ � i wr � i ■ � ■ � �r �■ t t t t i w It wr r t � w itwM r 1� w wrt�€ rtwi wrrl�r�w ■111>r i11)li wMlwli wtrwr�lt rlww�w ■1� �wruw� Iwtlltw�t t i t t t t ► t � t ■ rt tl wr t r r w � wM t r w w Iw Iw w lrl/r� M 1 i 1 1 /1 �t/U twtw� w rt w 1 1 1 r 1 r 1 Nt■ w tr ■ w i�/ w Irtw� t 1 1 1 1 i/ r 1 w i�/ w w�twr w it/ w it/ 1 li Iwli � �� /Iwli /H1i i � ■rM rlli'/rwlihirwni/rwi,[,. � w t t . MIN,— t l rl■ lrl■IIIrI■rllrl■Ihrl■Il rfMllirr■Ilir -wit, i t l lrli #i 1 1 1■1 ffilli rlrl ! 11■ r ! I■ I ! I I 1 i 1 i 1 ! I ! r I ! Ali il■ 1 rlr r!■ I■ 1 NIA ■I■ � ! �1f1 ri■1� ! r ! ■ 1 rtr Il! III ■II11 I■ M I ■IIiI ■Ilir ■IMlri■Ilir f f i Ilir ■IIIIr I■ 1 ■Illr ■Ilir ■Ilir■Illrr■11lri■Illrl■Ilirl■Il�rf■Ilirl■rlirl■Nlirl■tlirl■IIIr 1 1 I f ^, �t Ir ■ ! ! ! l i r�■ � rill I . � � r�■ � �ml ...rlllllrllrlll� Ili ! I I � �Ir � I i I ! ! l rlr � r[r llil■Nirl■IIIIf■Ilirf■�lirl� 1 !� 1 1 I 1 I ! L rl■ � rl■Ilflrl■ � � � 1111N r r I r ! I !� I I 1 Ili 1 i 111 rl I' fl III■ � rlr � � � � ri■ rl■ � �■ rt■ rrl■Illlll■ I Ilri■ l 111 Ili III rm' rlr I rf■ m � .. rl■ � � � II 1 r 1 1 I '� it rllr ■111r ■NII■ 111111 � rl■ L rfr I rlrll ri■ �� I f � !! rllr III rNlil ■llir rllir rI■rl rl■I rf■ IM rl l f Illr 111r1■Ilir ■Ilir ■IIMr fr fr l I ( rllir ■Illr ■Ilir ■Ill Illr Ill f � l rl■ it II ■Illrl■Ilirf■Illrl■Ilirl■Ilirllllilrl■Illrl■m r�.., 11■tll�l�r.r_ . , � II m � rl■ I rf■ ll�rl■ � rf■ If rl■ � rl■ � rl■ nrl■ lip � II �! II rl! Illr Ill: ■Nlrlrnirl■l�irf rf■I rf■ rl■ fr rl ■IM111■Ir■1�1�{I11111�1■IM��rllrlrl�l�1■1 � illl rli IIlrlrrllr rl■ rlr I , 1�1iI■111�N■tllr(■t�tri#II�I�■1�111�11 Ilir1■Ilimllirl■tf�rk;�t111AMt1:r11■Itt.. i I r ! I i I i i ! I I I 1 t rtl■ I#ll■l■ I ■l■ � r ■ � rfrlli ��■��-rl■ � rl■ 1-II■I�lll�r � �■ ■1llr III rll ■i 1■ rl■ Ni . Illrfrrlirlrnlrl■Illrl■Illr ■III Illl rlr II�IN N ri■ 11 ,. .rr1 � rl■ Il��llrl/ �l ■I � r � �� t� 1 ! I ! I � I � ! I r■[ � rfr i � I � N11 �NI I �I■ I � rl� � � l � it i � ! 1 r l I i r ! nir rNHr rnlr Nlir ■Ilir r_L Ii■ I ti1N I I I■ I I r ■I it I s.�� I■ 11 ( 1� _ 11�r�.�. r�llr ■rl r � [ t ■II r ■ 1 l_ �I■ I rl■ rl■ �N t■ I t I rIIN rI1NN il■ � � ■ � �■ r[ �I ■-I 11 11 I i oil rl■ I rlr l rl■ Ili Ili Ill ■Ili Ill I�lllr- rl■- _ rf mt III Illr rill ■rllrl■Iirlrllllrn,. . rfi ri■ I i I! 1 1 / r l r Il nlr I i � I■ � L ■ �l 1 ! 1 ! ■ I r ■_I_■ ! l # I I I ! i I rl■n MfNn 'Evil[ t M i I i �I■ I�IrIll�rll_ �1■_1 fit■ I 1 1 i 1 � �I■ 1 rl� i I I l �I� I ■I■ I 11111111i ! /#■ I 1 ! I ! ■Nr ■Nil ■NII ■ II ■ L ■Ir l ■I #n" lir Il � Nll _ .�r ■N# ■ i � �1 _ r ! 1 rIIII ■ ...>A ■ I r I t I 1 ! ■_I � t 1 r 1 ■ I it 11 i ■ ■ ■rl ■ f n ! ■Illr Ili rI■ I i I11 l-� ■ I r I I i Ili 1 i rll! Ilir rlllr ■_I ■ ■ 1 �[■ ll■ 1 � M ■ I f [ I 1 I i 11 1 i Ili t .l_ r ■ l r ■ 1-r ■ rl lr I l I I I I rlr 1 I■ 1 M rl■ Ilir ■11 I 1 1! 1i ■ I rl■. l r rlllr 1��. l l f E r Illr .. Ili Ilr ■Illr Ir rI■ l ■[■■_ Ir Ili IMI l■ 1 I I ! .r w 11 11 Ili ■111Ni■III :fr [irl rl■ i l II III rll Ili �! �■ w ..r,� ■III III Nllr rill Ili�rMA rrll! ■.�.�N � rlr It[■ I �■ . IC , . li I I � �■ I Ifl■ IIII Illr lil rl■ ■rl li 11 III Ili II ■ I i N■i■I rl■ r■ rlr Irl l ■ rNlr Illr ■rl I■ l r rll rll III'rl■NI■Irlllri■Nll Illrl�lh. Ir rfr rl■ w �11.1 Nrl■(I 1 rlr 1 i rlr I IIl�1 ■�_! rlll ill . it I i -mill 11 ■Ill ■ ■ l■III i n rl rl■ I ri r111 Illllr rll I I i ! I I Ir ■Illy I■ 11r rl■ I■ I ■ it it ri■ III III rllr Ilir rtll rnl llr l l rC■ l l I INIII ■Ilir ■III ■I�Mr Ill Ili Ills Ir ■r�rtw N l rl Ir rl� rl■ f [Iw1R[Efrir. !Il! Ilia ■Ili ■111;w.^lrrt �t.ar �t,r.. rntMrianrr�rrrr II■ 1 ri E t r �- -. Intl � I r l■ li rI■ i �■ � rll ■Illr ■I�.. ■Illr tt.�i _ tilt III rl! ■Nil Illy r« _ lli I l I ni�Nll1 1 III Ili Iwl I I 1 Ir ■NI rIX11 Ir rllr 1 ■ l IlN � l rlr rl■ i■ _ �1■ I rl■ 1 L i III rll 111'rhnlrl■NI/lali■I■Ill � Irlr rl■ ihflrfil•YiI�Mr[iMM 1I � M .rr t ■ I rl �II I � t� �Il� I I I ! 1I1r� .. II Ir ■ l II rm ■ I [ rl■Nllilr rlr l ..��,� N I !�■. _.III NIl �ll ■IlM �I rl�r Illr I � � � Ii I Ir � i I 1min1 r[■ l Illl 1Ii■ '■I I rlllr I_ . MIN][ � rfr (Illr III III IllrtfAllil 11 n Ir rlr rN■ fi■ rm" ;t ■rll 111 III .rr[i r.... rnlr I rl■ m _. � ! /Il ■Il ■C ri ■Nli ■Ill I rl i I 11 Ill rlli rl■ llrl■I Nr i i I rll I � ll Nllrf■ II■I n 11■ ■I ( 1 6�Ilrll II� �Ilrlilllrlrlll . r I 11111�.r�lr+r■Iltlr ...Ilr((��Ill Ilr{Nlrllrlrll >r I III III. Ill NNflr rllir�..�� II rl■ rlr I'fr rf■ [ � I N �.Ks�i 1 i +�. rill Ill Nl Ili rIM _. ■t11 III ■I II I rf■ SRI! r� .. I I I l- _. l __I■ � _i [ �� l if 1 111 Nllr NI NII i rl■ Ir l r�■ rlil rf■ I i I s� ��l Ill III � � �l ■i��■ �� "� _lilt Illi T_ f■ Ilt r11lr . tr►' r I r .. ! I i Nl rlil ll .�,rrrll rll I l� � r�r I � mr i Il �II rl■ r L rll■ II■ I I rr .irnl I N I ■ I Ili II r I Ili _ � � fr � IIMr � II 1 rNllr ■Ill l C_ I I I i II I ! 1 1 r r111 I _ r. ■ I I l rl i � rlr r� E � I i I i ■Ill ■lilt ■�. _ It 1 ■ l �_ n - i _ tr r Ilr II I I Ir � 1 f I . ,� II! rlln _ . M ■ 1 tl■ I! r I1 I III � I i' Q llw . � I I ■Milt m rli _ f I r ! l 1 1 ■ I h ,... _ - __ r _- � .�r�r 1 ! I r _ I� Ill[ ! I .. I' 1 . _ _ fr rN [ ■ l ■ . ■ /lilt ■lilt ■lilt li I l i r L f_ f■ 1 r r111 1 I I w�. II �� ..� l II 11II i r r Ir I Ir 1 lull l ■ I I� sr �. 1 _�,� - 1 i I it ■"r ■ l f■ tilt � ■Illy f _ rt � rl I I ■Illy ■1�.. Ilrlrr l .Ili _ M 1[ Mr"' 1 ! ' ! I M_ . ■I I rill I I 1 ! II I n . ■ l N■ l rl■ t■ I■ tl � rf � rlllr t ■II�■Ilir l f ■III rl I i ■ l � ! I I '! Ilir 1 rill I � r i � 1 I Irlr li � � � 1 1..._It N ■lilt I I ■ Mlr ■Illy rlll� Illl I. I- l 1 � r I !� N.�rri ■Ilir f_ t _ ! � i Illr ■Ilia ! 1! I I r.. r rIIII ■II r l ■ I � ■ l_ _ _ f L Il � Il_ lIr i rll � f I ■ 111 l ti 11 l 1 _ :. r M I i . f r ■ I r l■ f Illr l rllir Illr 4 Ir•. ■ll ■l! l■ i t■ I � ! r r I r ■ r ■ � . N l 1 f I , I i r i ■ l r I ■ l ■ I r ■1� . Il II I i _ _ _ _ _ r . __s Il [ rl!■i�' ■ 1l1 I ilrlllr III t i rli f r fr fi _ I _1 �l r i _ui■ � _ l ull I 1� .. �I I i III 1 1� fr � � i ■I�i rill �I■II i rl ■1 i l r1N _- I I r l __ _ i I ■III ■ II .[..�_ l rl N � r 1 i it Ill 11 I i I I rllrt�r'r■A ■ ll ■Il r ■Il l I I _ �[ i f 1■ � III � rl■ rl■ _._.�_.�.�_��.__-_.u,_��._._��_�____�___...�.__ _ __ .. _� rrr�arrii�s�rrr��r«��1�lf��i�l\��i#rrfrrrrrMlr[r�iyrFyrxlit+MlklnMr xlMXrwrrMr ■I I l !I _ _ v w N 1� i ! i�.._I I I r li 1 r I ill Ill nl� lli rl r1N l� � IN rll I ..� li �� i■ rir rl■ rlN � L �....�__.�.. �.� errs _ � 1 1 I � r I r i■ I � � i 1 I ! i _ i ■I l ■Ilia ■I 11� Ili' Ilirr111 I Il lr. _ 1 I l 1 rl rl ■ � lr I rlr il■ t r. �-- s- �r111r - I I ■lilt I r I_- _ � .. i 1( I Illy l i I I N llr l Illi r<._ ■ l■ l 1 Ir m rl■ � ■l �.,�. _.._��.___.___._________.�____,_.__.___.,_____� _ r11uIM irtMrrrartrnrr -�-.___-- _ ---V4_ _ _ YNI411YYwwYuliu4YMf�IFbi #wwwwwwwwwwtiwi _ �� Gbit }#.. r � � � � rrrlrrr�rEErrErr� � � _ _..... __ nErrrrlwrEr�rnrE F_.. 12 12 4 1 FRONT ELEVATION REAR E-LEVATIGN 12 4 SCALE 3/16 —1 _C) dEET 160f_0Y s IS a UNIT 8 JUNIT 8-2 JUNIT 8-31 JUNIT 8-4 JUNIT 8-51 JUNIT 8-6 ELECTRICAL NOTES 1. All WORK SHALL. BE IN STRICT ACCORDANCE WITH NATIONAL ELECTRICAL CODE ALL APPLICABLE LOCAL ORDINANCES AND IN COOPERATION !NTH THE UTILITY COMPANIES, 2. COORDINATE ALL WORK WITH ALL TRADES. � 3. FOUNT ALL OUTLETS AND RECEPTACLES PLUMB AND FLUSH WITH WALLS. 4. RECEPTACLES SHALL BE MOUNTED 12' AFT UNLESS SHOWN OTHERWISE. 5. INSTALL ELECTRICAL CABLE, WIRE AND CONNECTORS AS INDICATED IN ACCORDANCE WITH THE MANUFACURERS WRITTEN INSTRUCTIONX APPLICABLE REQUIREMENTS OF NEC AND THE NATIONAL ELECTRICAL CONTRACTORS ASSOCIATION "STANDARD OF INSTALLA R , " AND IN ACCORDANCE WITH RECOGNIZED INDUSTRY PRACTICES TO ENSURE THAT PRODUCTION SERVE THE INTENDED FUNCTIONS. 6. ALL WIRE SHALL BE STI), 1O AND 12 AND SHALL BE ROMEX OR NM CABLE TYPE B OR APPR VED E. 7. COORDINATE ELECTRICAL REQUIREMENTS FOR A/C WITH A/C CONTRACTOR. S. ALL RECEPTACLES IN SLEEPING ROOMS SHALL BE ON AN AFCI (ARC FAULT CIRCUIT INTERRUPTER) PROTECTED CIRCUIT, MONUYTY CO. �- CU. ��N��4 �� AL Z TO COLD WATER LINE 56 "B" X 8' GROUND LINE ASCII CO. ATTACH TO FOOTER REBAR) (BACK TO BACK SERMCE/OFFSET SIMILAR) 1) — 0)) SCALE 3/16 -1 - �-- i 1 11-- - - F- PRE-ENGINEERED TRUSS 0 2'-0' O.C. (TYP.) LINE OF LOAD PATH 30 YR. DIMENSIONAL SHINGLES ON 301 FELT PAPER ON 5/6" O.S.B. OR PLYWOOD CONT. ALUM. DRIP STRIP 6" ALUM. / FACIA ALUMN. SOFFIT --' NOT: POURED LINTELS WILL BE 3000 psi CQNC. ALL CONC. BLOCK w/ DOWELS TO BE FILLED SOLID w/ CONC. BELOW GRADE CEMEN111OUS FINISH T. IN #5 DOWEL TO MATCH `- VERTICAL REINFORCING _ W/25" MINIMUM LAP 4"X4' INSPECTION PORT AT EACH ALL CELL. TYPICAL. 1C_--- ---' -' --- .-............................ Ica II -.Ill --III--- --III-III-II TYPICAL 3/4' = L'-0' A R- 30 BLOWN INSULATION i. [2" CEILING BOARD W/ OCKDOWN CEILING SIMPSON HETA20 8' X B" KNOCK -OUT BLOCK W/ CONTINUOUS REBAR 8" X 8" PRECAST CONC. LINTEL ABOVE WINDOW & DOOR OPENINGS SINGLE HUNG ALUM. WINDOW (TYR) PRECAST CQNC, THIN THRU WALL SILL 0 WINDOW (TYP.) c MARBLE SilI 8" CONC. BLOCK WALL 1/2" GYP. WALL BOARD ON 3/4" P.T. FURRING STRIPS W/ AfOIL R 4.2, 4" CONC. SLAB 2500 ps w/ FIBERMESH OR 6x6.10/10 W.W.M. REINF. AND VAPOR BARRIER #5 CONTINUOUS FOOTER 6 MIL VAPOR BARRIER �-- CLEAN, POISONED AND COMPACTED SOIL. 12" REBAR CHAIR IN F001ING 3" CLEAR. ALL SECTION Um UlfJ I AD tJ VR f-P 31UM VilVf11U [JMn 3 -& #4 LAP SPLICE IV I,L3313 ,,,.."', LAP SPLICE R 2" 15 REINFORCING BAR A.C.I. STD, 90" BEND REBAR LAP & BENDING DETAILS 1/2' = 1'--0' 10 m: CORNER CONTINUITY & WALL REIN FCIRCENT 3/4' = 1'-0' R-30 BLOWN f BAT7 iNSIJLAiIOI'! (SIN.) TOP PLATE 1/2' GYP. WALL. BOARD 1/2" GYP. WALL BOARD 2X4 STUDS 016" O.C. "I POINT IRLOCKINGNOT Qo CAST-IRON AUTOMATIC _\ NAIL AN I3>1 NAILS 2X4 P.T. PLATE 0 24 O,C. OR EQUAL) 6410/10 W.W.M. TYP, INTERIOR NON -BEARING WALL 3/4' = 1'-0' 4'-0" MIN. 4'-0" MIN. ,+ _.....m .---.... _ . ._._-_-----.-.. .__.....-/---. _... .. m - _-- --..._....... ................ .. ....__............/ 5/8 I HOUR FIRE RATED PLYWOOD SHEATHING 5/6 I HOUR ARE RATED PLYWOOD SHEATHING 1 HOUR COMMON WALL REF. R302.2.4 STRUCTURAL INDEPENDENCE EXCEPTION NO, 5. TOWNHOUSES SEPARATED BY A COMMON 1-HOUR ARE RESISTANCE RATED WALL AS PROVIDED IN SEC. 302.2. ri�INTERIOR FIRE CHMMHN-WALL SECTION 3/4' = 1'-0' 25" MIN. LAP #5 DOWEL CORNER 25" MIN. LAP CONTINUITY OF FOOTING & FOUND, MALL REIN, DETAIL 3/4' = 1'-0' FASTEN RU SHEATHNG W/ Bd NAILS 0 V O.G-, 0 EDGES ff O.C. 0 FELO & e O.G. ALONG NAILER 26 NAILER BEOW SHEAMNG — FASTEN ALONG MM W/ 10d NAILS 0 4' Q.C. SECTION @ VALLEY -SET ATTACHMENT _ ,% 3//4" = 1'-0" NOTE THE ABOVE D£TAJL IS TECIFlEO AS AN ALTERNATE 10 ATTACIAIDIT DETAILS SUPPi1ED BY THE TRUSS OFGR. / ENGINEER PRE-ENGINEERED TRUSSES 0 24! O.C. MAX. IREWALL TRUSS WITH VERTICAL BLOCKING 0 24" O.C. 10 2) LAYERS OF 5/8" TYPE "X" DRYWALL TYP. EACH SIDE 'ROM TOP OF MASONRY WALL. TO UNDERSIDE OF ROOF SHEATHING rong-Tie DRILL & EPDXY SET #5 REBAR. FOOTING 4 d � Id .--- .......--- -------_ _..- REMEDIAL "".REPAIR FOR DOWEL DETAIL N,T.S. LINTEL RATINGS LINTEL LIFNGT CLEAR SPAN LINTEL pLf 21-10, 1'-6' 1700 3'-6' 2'-2' 1700 4'-O' 21-8' 900 4/-6" 3'-2' 900 5'-4' 4/--O' I 900 5'-10' 4/-6' 900 6'-6' 51--2' 1200 7'-6' 6'-2° 800 8'-4" 71-0' 650 9'-4' 81-0' 450 10'-61' 9'-2' 350 11'-4' 10'-0' 450 12'-0' 10'-8' 400 12'-6' 11'-2' 350 13'-4' 12'-0' 350 14'-0'' 12'-8' 350 14'-8' 13'-4' 350 17'-4' 16'--0' 470 19'-4' 18/-0' 500 -ET Sl , SCALE- AS NOTED 11 COMPONENTS AND CLADDING 140 Ut t DESIGN WIND PRESSURE FOR WALLS, DOORS & WINDOWS (NOMINAL) COMPONENT ZONE EFFECTIVE WIND AREA WALL 10 SQ, FT. 20 SQ, FT, 50 SQ, FT, 100 SQ. FT, 500 SQ< FT. WALL +35,3 PSF / -38.2 PSF +33.7 PSF / -36.7 PSF +31,6 PSF / -34,6 PSF +30,0 PSF / -33,0 PSF +26.3 PSF / -29,3 PSF WALL +353 PSF I -47.2 PSF +33.7 PSF / -44.0 PSF +31,6 PSF / --39,8 PSF +30,0 PSF / --36,7 PSF +26.3 PSF / -29,3 PSF NOTE ALL EXTERIOR DOORS & WINDOWS ASSEMBLIES SMALL SATISFY THE REQUIREMENTS IN FBC 2010, ALL CONNECTIONS TO BUILDING STRUCTURE SHALL HAVE THE CAPACITY TO WITHSTAND THE PRESSURES INDICATED IN THIS SCHEDULE, 3'-0' FROM THE BUILDING EDGE r❑VERNS FOR ZONE 5, C❑MP❑NENTS AND CLADDING 140 ULt - ROOF NET UPLIFT SCHEDULE MAIN ROOF (NOMINAL) ROOF DEGREES ZONE EFFECTIVE WIND AREA 10 SQ, FT, 20 SQ, FT. 50 SCE, FT, 100 SQ. FT. > 27 TO 45 +32,3/-35,3 PSF +31,4/-33,5 PSF +30.2/-31,1 PSF +29,3/-29,3 PSF > 27 TO 45 +32,3/-41.2 PSF +31,4/-39,4 PSF +30.2/-37,1 PSF +293/-35.3 PSF > 27 TO 45 +32,3/-412 PSF - +31,4/-39,4 PSF ------------------ - ------------ -- ---- +30,2/-37,1 PSF ------- -------------------- ---- +29,3/--35,3 PSF N❑TEi ROOFING MATERIALS SHALL BE CONNECTED TO THE ROOF STRUCTURE TO RESIST UPLIFT INDICATED IN THE NET UPLIFT SCHEDULE, 3'-0" FROM THE BUILDING EDGE GOVERNS FOR ZONE 3, �2 4 ft. 5 ft. 0 0 0 �4 ft. CO 4 ft. � 4 ft. 4 ft. 2 O 0 Q 2 4 ft. -� Q 2 ft. 1 2 2 � 5 ft. O � � 4 ft. O 4 ft. 4 ft. �2 4 ft. 5 ft. � O 5 ft. 4 ft. 2� ROOF NAILING SCHEDULE R.803.2.3.1 SHEATHING FASTENING WOOD STRUCTURAL PANEL SHEATHING SHALL BE FASTENED TO ROOF FRAMING WITH 8d RING —SHANK NAILS AT 6" O.C. AT EDGES AND 6" O.C. AT INTERMEDIATE FRAMING. RING --SHANK NAILS SHALL HAVE THE FOLLOWING MINIMUM DIMENSIONS: 1. 0.113 INCH SHANK DIAMETER. 2. RING DIAMETER OF 0.012 OVER SHANK DIAMETER. 3, 16 TO 20 RINGS PER INCH. 4. 0.280 INCH FULL ROUND HEAD DIAMETER, 5. 2 INCH NAIL LENGTH. FOR ROOF SLOPES OF FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL, AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE I OR II, ASTM D4869 TYPE I OR II, OR ASTM D6757 SHALL BE APPLIED IN THE FOLLOWING MANNER: 1. UNDERLAYMENT SHALL BE APPLIED SHINGLE FASHION, PARALLEL TO AND STARTING FROM THE EAVE AND LAPPED 2 INCHES. 2. END LAPS SHALL. BE OFFSET BY 6 FEET. 3. CORROSION RESISTANT FASTENERS ARE TO BE APPLIED ALONG THE OVERLAP AT A MINIMUM SPACING OF 36" ON CENTER. R905.2.4 ASPHALT SHINGLES ASPHALT SHINGLES SHALL COMPLY WITH ASTM D225 OR D3464. ASPHALT SHINGLES SHALL BE RATED FOR INDICATED WIND SPEED. R905.2.4 ASPHALT SH.INGLE FASTENERS FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED, STAINLESS STEEL, ALUMINUM, OR COPPER ROOFING MAILS, MINIMUM 12 gage SHANK WITH A MINIMUM a INCH DIAMETER HEAD, ASTM F 1667, OF A LENGHT TO PENETRATE THROUGH THE ROOFING MATERIALS AND A MINIMUM OF INCH INTO THE ROOF SHEATHING, WHERE THE ROOF SHEATHING IS LESS THAN 3.,,INCHES THICK THE FASTENERS SLAA PENETRATE THROGH THE SHEATHING. FASTENERS SHALL COMPLY WITH ASTM F 1667. 905.2.6 ASPHALT SHINGLE ATTACHMENT ASPHALT SHINGLES SHALL HAVE THE MINIMUM NUMBER OF FASTENERS REQUIRED BY THE MANUFACTURER, BUT NOT LESS THAN FOUR FASTENERS PER STRIP SHINGLE OR TWO PER INDIVIDUAL SHINGLE. dEET S3 . SCALE — NTS