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1447 JASMINE I I q N 6 D 1 I 51 I Vito o IK 11R ° 5. RICHT 511E ELEVATION o • � 0 0 FOR ATLANTIC BEACH II PITCH "TO BE 5/12 HOOD N VENTS I X 2 P.T NAILER H/ METAL. EVE DRIP LAP 5101NO IN ATL.ANTIG BEACH HE5T ut SHINGLES " O 4'- m . � I X 6 FACIA BIRD. ^" El 8ARCH 8" ARCH TRIM ao 1 X 4 TRIM BR125. 11 11 JL I 8" HOODI=N FALSE GOLD X ��. 4 ❑ ❑ Ef ;TI a � S I ` ❑ I � FRONTE LAP 510ININ ATLANTIC (� G B>✓AGFf WEST LEI=T. SIZ�E ELEVATION ❑ qa uj 5HIN4GLE5 � o 11 4' X 8' VERTICAL ry m I X 4 Q � TRIM BRD5. LU TYPICAL Ll I [lu — �, HCl a REAR ELEVATION a . STUD TABLE QUIC G rp � . Stu c error'Load-Bearing g ally BLoGCI :1(4 BLocK N6 i 8E71^ ENN �l66 SHEATHIN4 JOINT r Ceiling No. 2 SPF No. 2 SYP No, 1 SYP 4.rRom GABLE 2x4 aITRIGGER '' HURRIGAHE cLIP Height 1; ENp G. d'48" O ^H-25 OR EQUAL µ / o 46NO.C. 2 x 4 2x6 2x4 2x6 2x4 2x6 1/16' STRUCTURAL / J ft. 16 a.c. 24"o.c. 16"o,c. 24"o.c. 16"o.c. 24"o.c. { ROOF SHEATHING'\. �`� {U HANGER s a t �� `2x4 BARGE' , " • _ s RAFTER CONT. 10 ft. 12"o.c. 24 o.c. 12"oz. 24"O.C. 16"o.c. 24"o.c- y. SHINGLE STRIP 11 ft. N/A 16"a.c: N/A 16"o.c. N/A 24"o.c. 2x4 k-B E a FASCIA 12 ft. N/A 16"o.c: N/A 16"o.c. N/A 24"o.c. w • ,. NIA 92 o•c. N/A 16"o.c. N/A 16"o.c. S �:ao O.c -`� 13 ft. �T C o of 12"o.c. N/A 12"ox. N!A 16"o.c. oP N RP 14 ft. N/A GA5LE ENC] TRU55 PROP 3 I/2,' ' J. A I r� zr+n c •' Note: This table applies to structures with mean roof height's C 25' and 2x4 'aGAB I ovEwt,�Ns DONT, zx4 acne constructed in a wind zone of 100:mph or less. CONT. TOP O I x'°A ti f FFZOty TOP Tb �.: BOTTOM ti BaTTOM CHORD W RD - d ow $d coati @ 4 FROM I•,,F � •; a X=BRAGIt�1G ROOF SHEATHING Zb1f S 'o C, Ort GA _ _ lPROVI�E Structl�rl Notes ` . ADDITIONAL' 2x4'e AT VERTICAL IF 3)12d NAILS g ` TOP CHORD " 4s a r NIGHER THAN 48, AI la sin to late shall be a minimum of 4 T7PICAL AT To FORM.AN L l P P P and nailed with 12 - 16d common Waits. X'BRAGING' I ry 1 ' tt I 2x�t 9eAe I '`,}a SHAPE) 2. All shearwalls shall be hailed at 3"or'6 o.c, its noted on all edges and 12 a.c. intermediate DOUG- �•- � Is with 8d commons U.O.N. . Block all unsupported edges with 2x4 flatwise blockin >. TRUSS NOT PRESEN 1 a �►.�c, T 7 u'ss To f �ui ";., Pr T r_ w/16 G .�p/K • g ShearWalls shall be 15/32" CDX or 7/16" OSB. BLOCKING BOTTOM CHORD BOTTOM CHORD OF OF TRUSS ' "GABLE ENo'TRu55 3. All gable ends shall be balloon framed.or framed and braced per attached detail. CEILING DIAPHRAGM TOMNAILTO TOP KATE W/I�d coin s a --- CONT,2x4x8',01 SYP � * � �•�.� _ LATERAL. BRAGS' 1 ��(2)2x4 TOP PLATE 4' Strap header studs to double plate with TPP6/4 at each end of header and nail with eight(8) - ` A 48' O.C. - — / * UNBRAOED LENGTH OF X BRACING MAY 2x4 STUDs •" 10d common nails (U.O.N.). TVP►EAI. �2/v�Riert A w -I�' O.C. S1IE�Rw c. 2x4 BLOGICINU • r$ GOA/N EG rlaM Rasa F NOT EXCEED 10 FEET. IF LENGTH DOES 48' o.C, t3ETLUEEN � � e ,;It` "� 5. IIeader studs and header cripples should be nailed together at 6" a.c. w/16d staggered. Clip EXCEED"10 FEET ADDITIONAL SCAB GABLE A"° �I t ' unit to shoe plate with one (1) T['P6/4 clips'altd nail with eight (8) - lOd common nails miss �r IS REL�UhRED. / �� 4 6. All window and door components must withstand a 100 MPH wind load. 7. All connectors are SEMCO or equal (U.O.N.)., SMC TPP 4 J-=.>�T D �� $. Foundation design is based on a minimum soil bearing capacity of 2000 psf � OAC' DoueLC P�4r� E E1�h r 9. Design - - - f1 r �- zxq'� svP ' 00 mph. ---- ------ - win oa sure based an SBCCI Section 1605 with a wind speed o T T- ALL FIEADEIRS TO BE (2) 2N1`0 NO. 2 7Y,1 0513 SN EAT-N/NCr NA,L�4 C !4'�D,[, + } `OR BT SYP'1 S'I' RYr (2) 2XX2 FIRST' ` Q.N ALL SUPPOcTS w/Q A C*AA ort_ Od 125. FLOOD�1ND (2) 210 SECOND FLOO ; _ T P p ♦ 2k 4 -rRu s5 Es 70P P4 NO 2 QR B `SYS 2`STORY.(U C �4 ' o. e. o 7 r �'iBEkCr4AS5 .SH�NG-LES aVER /5>rFe^ o t NAIL. W/8 10d GSM. 1 O HuRRIcANF- CLIPS--•A5 No TEA R-50 rNSNL 0 I/�." CIZIL-IN& BOARD 2K 4 SPF Sruos CAL. H6ApEl2 t � )•2xq s SVP OTffI°/1-wIS1� Nara , /N 5>rnnc.a TPP4 32''o.c, r. 1 CtilA1L w/15 -loci cuµ) DErAtL or TPP4 er:1A SP,E C I Fl G ,1-o ck T10A)5 / 2. PRYWAI.L x4 SPF SruAs@ I(o ,c 2 0 , n ' ( MIAI, N0. Z, 7/�11 o,s;s,`saEgrrrlNG NAIL aA.5, NOTES s f S�Isr�L4 Lovc..,otAAeijsl°N Arc2oss �TU4 S FOIL STUcco F"JOH " P NOrEI �JCHOrL &LT- ..iAuST R-II rhiSULAT-1004 of STUcGa �INI�N H`�dpff� 57r Ub 5 I--AP o1� SNt<ET 5141 WIC,- AS plorEM. n VC 1:N: ' - 2,14 P.T -51 L.L I,/ VZ' 10"4,6 _ '�.I 4 i --Y . 04 TPk1ol xIU� 4.$"s @�� oc. 320,<,' AND WrTkiN Y`1F.A'—@'; z-4 'o,c, CORNER,5 AA;D OPEN/NGS�`US'`4L� r IM v1S7 IMT a;C. rLgN1] ,1 � A a SEMco TPP4- CLIP a 3�"e.c, �,`c� „� I�a�• wAss+�2s 11 �' NAIL COM is - - - �, . 4 SLAg i S EIwCGEJ { L1Ls k r2AP F vV51MP50FJ cS 1(-) 4 -Mid- VAPOR 0A2R►EK r 1 $ CMU OVER COMPAGrrs,0 F/CL L 32 O,C. , AIA 11 w/I l- 10d [o,u. aN UPPER ANP W-f VENT [@ ALL LORNgPS LOW01- STUIJS TYPICAL 5 F1 G GRAar, AL- arip Ar 4' o. MIN, HUOK /N 1-o FTG, AA/0 /2.” HOOK INTO -,QA z - zx4 s 1r �� g`X 16 �oNc• FrG, ' DONT w r ��6" 65C� 1NEATuI�lCr 16 TVP/CAA. W LL S.Ec 7- FL orz- LEVEL Sir�APP Iw Gr S�tA6 TPP •4 �I14.C,. A,5, 1 /� 2X4 Pr SILL �yw?{` ` Ij6Z'XI'A.13 e Gx�,�lb/Io 1NWM _.. Aur''• SIMP50N MAS@ Q_+ 0,C k ,aoINi ,,...._ a,�.SEMco FA-3 @ za4vo,e, rti ' r, -• #b�}..17o•�1ELs e 4a. o,.s. �°"Ii .. � TPP4AND p A • CLIP TUDS TOP BOTTOM W/ s IV SEMCO TPP4. 3x"o.C, xZ x I/{� wASH1�r� 32' 0.C. Al DMus £ r t to 9 V�r�r q$r'o.c qN+J 2-x,4 PT_ SIH 04 SrLLSEAL_ 1/2"x'" WEDGE 11,PAT' A� CON / '"'l/2":;,' c'" r ANCHORS ® 32" O.C. t6S /1k� !a><Co. 10/10 WWM 02 x115 6i 11 "Iisa�K INTO FTCr, 4" CONCRETE SLAB W/ 6x610x10 WWM OR "FIBERMESH REI NF. 1 I/,=//f=Y//_./// / � 4•a M1Nr _ —. GRADE' a Ili L- • f � __ r ., �.21 44 ry "I � •� !/!�.(� � WELL- coMPhcr�14 F'1LL // < `- +'r � !I//' e.:t. r w I 6 MIL VAPOR BARRIER OVER TREATED & COMPACTED FI It OM CTED LL y r 2# s co,.,T. 8" 1'-4" g.. (2) {f 5's CONT. US 15,s 6jVr;'� ( ' AAA 2-S LAP AT CO &.3 SNE CdA '• '�•'•', Z� a - .x,-61/ x ' ( - STo2,y US's usC 3 # 5 cpaT ROIL rTH l CKEN ED SLAB -�YPI(;AL pErat�. s Foot p " �yPl CAS C�oT/n/C�- @ C7A��eA 2 -5TOILV cpNA I T 10/, .•_� . .M. ��- l iw . rw �u •ti Jeffi-ey K. Hrtlsberg, P.L. 3015 Hartley Road, Suite $0 �� Jacksonville FL..23357 .. . �' oA/o / rA4 ! Too //VG- /_7�Ta /� 2� Scale: AS Akr�p Date: 1 � 3 Revision.No.: Drawn B u a , t� • W oMIRROR MIRROR nava © l01A X 8'D KITGHEN ELEVATIONS MS• 2ND FLATAORK - BATH BATH 6'-0' PATIO lz'-2• la'-o' 3'-l0• o PLACE (?) TPP4 AT EACH 6'-6' 5'-7' a -lo' 4'-z• 5'-a' STUD IN CORNER T 4 B co PLACE (2) TPP4 AT EACH v WITH AN A BOLT WITH-IN STUD IN CORNER T 4 B ISSN A/C ?./G WITH AN A"BOL.T WITH-IN H.B. " �•` 4040 !5H VC)" SL. 6L. DR. Z f 2 >> OPTIONAL � 36" PREFAB EXT. a� t60G>E5' vENr FIREPLACE ry FLAT HEARTH \ T X M5. BEDROOM FAN , o CARPET L G 0 -1 C R EAT Roots 1 VAULT GL'O PHONE. �� I - - - r / 3'-0' 5'-0' 3'-6 4'- 10' 2' 0' '-7' 00 6'-1' 2'-6' N O N U- 5 1� Q N Z1°N 2.0., ,0.. D I N I NC 'ROO O O M5. Bf�TH , � VA1)LT CL'G CARPET �, v �VINYL i o 1.Col. , CARPET =rJ� I � J � mm � �`a `i, �� PLANT SHELVES O r IL M ° �" TFZ� STANDARD W/ C1 TIONAL VAULTED , C I INGS dD r Lr) r 12" BAR TOP a i nl c� 42" A.F.F. --. BEDROOM #3 ' CARPETNE I-" t VAULT GL'G FAN — — ONLY 2.O"B/P 6'-6' 4'-6' 3'-68,— 2'-9' 8'-9' d (� a 1CD a Ing, 1:ITC.HEN__ In VINYL ' t r u� VAULT GL'6 Q 1 m 1 4' LONE X 42" HIEH I - 1/2 WALL. W/ 6" WOOD ZD G,aP co 1 D Ifl 2'_6' 3' ' � H/W w5H DRY - lL 6" YiALL FOR 3" PLUMBING STAC I U AREAINSTALL A REF. 4" THICKEN CURB O ArI J Y I fa B,4TH #2 u, iA 1 ap 1 {may VINYL - r 2'X4 ATTIC 1 L — L SGurT J j \\ °p 10'-2' 11'-6' n�i # GBRAC E z / �Ec�RoaM #z I 'Pr WI I CARPET I 8' GL'6, < ONLY I VAULT GL'O -A O I PLACE (2) 4 AT EACH -� to I STRAP HEADER TO CRIPPLES WITH O. I WITH N LLT STUr), IN WITH—N � I�, (.,.,.`.)SEM RTPGAW STRAPS I Mrsz7r3 I- EACH END. PLACE (2) TPP4 AT EACH I I x wALL5 wr 0.5.5. STUD IN CORNER T 4 B NAILED 3 O.G. FOR WITH AN A.BOL.T WITH-IN SHEAR ® GARAGE " S i CU p �I H.B• V OARMW DOOR NV(3)2 X 12 POR BEAM 1!5 405o 5H cv „ W ( fV SIMPSON PAST EMB. ST P • �' NAIL WITH 91-16d CO O 2'--0' 3'-9' 41-10- 141-4, '-10'14'-4' 111-81 O 26'_0• ELECTRICAL ' .A ! FLOOR FLAN. OL 1/4 11-011 1/411 ' Il-d" � LL Shean&%lis nailed at 6"o.c.on edges and - T 12"o.c.on Intermediate supports with 8d A/G I Oq 4 5F � F-- _ common nails. GARAGE 253 5F o y- ENTRY 20 5F D- ' rhearwalls nailed at 3"o.c.on edges and ` PATIO 8 7 5F p 12"o.c.on intermediate supports with 8d *J� TOTXL UNDER ROOF S common nails. . WITH OPT. MS. BATH ADD 1-7 SF I il�� . 4 10'W X 8'D FLATVWOR< PATIO 6'-0" o PLACE (2) TPP4 AT EACH _ .. ___._t o) � STUD IN CORNER T a B 12'l2" lo' o' _ _ _3-- LACE (2) TPP4 AT EACH -z WITH AN A.BOLT WITH-IN TUD IN CORNER T 4 B V 8'-6' 6'-- 5'-q' _. _ '-4' ITH AN A BOLT WITH--IN .—T7 11QF STU2� - - - - - -- - -. _ - - --- - __. _ -!- — ._ __ __. m4le.,14-777=. , Xxxxxzz. 7Z77 k I I I i 4 L �. I I IM c: z Q 0t I 8" MASONARY STEM WALL ( I co 0 Q I ( OVER 8" X 16" CONCRETE I I Lo FOOTI NCS W/ (2) #moi A 1 RODS CONTINUOUS T 7 T 8 T ,_ cv �--- •J I � i o F (ZJ ru I Izo m I I�' I I LLru — , I I I I I I � 4" CONGRETE SLAB w/ FIBERMESH TISe� I O>VER 6 MIL VAFOZ BARRIER 4 OVER GLEAN TERMITE TREATED _ I I PIRT FILL CDtn Ln Lo I I I I o r I I m _ L n ; I I i u; I U \0 � I L I I D T5 (� '-0 � ( ' 3'--0" I 9' 8' 11'_4" I 4 / 4 // L I 1 .o Li 41, THlellKF=N e,tJLRR Af2r-A � 7HIGKEN 5LA5 5" X 12!" I W/ (1) #4 ROD CONT. I UA LLII I I I I T3 Q I I I I I co ' `o Iw I w T 2 G m PLACE (2) TPP4 EACH U WiTM AN AWL CORN TTH4-IH � � I I LACE I _ � b" I I I TUD N(2� TT# B O I 1 2 X 6 WAL.L.5 W/ 0.5.5. L - — -- -- - - --- -- -- — -1 NAILED " O.G. FOR I i ITH AN A BOLT WITH-IN �-- orm =lm T 1 _ I 5HEAR ® (9ARA5521 I n Ln 1 4'-1 4'-1' N T1G — AffR0VED ' 4' a'-o' 1'-10' WY .OF ATLANTIC BEACH 14'-4' ti - - APR 0 7 997 } 12 ' 4 // 11 ' 8 " X6'_0 N 26FOUN17)ATION FLAB! j r1/411 I'-0111 ROOF PLATof 1/4 ELEVATION --—--------- . .................... ___ II ADDRESS 11-17 7 BUILDING PERMIT NUMBER / � l INSPECTIONS : FOOTING UNDER SLAB PLUMBING SLAB (7` 00 _ FRAMING 7 COVER-UP 7- �2 y 7 INSULATION FINAL BUILDING - a CERTIFICATE OF OCCUPANC`: ELECTRICAL PERMIT $ TW /4/70e- INSPECTIONS ROUGH FINAL MECHANICAL PERMIT PLUMBING PERMIT # ptoty)Ek 7 NOTES : CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH, FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT INFORMATION_ �_ LOCATION INFORMATION Permit Number: 18493 Address: 1447 JASMINE STREET Permit Type: DRIVEWAY ATLANTIC BEACH, FL 32233 Class of Work: ALTERATION Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: SECTION H Est. Value: Parcel Number: Improv. Cost: 650.00 OWNER INFORMATION Date Issued: 7/13/1999 Name: SHARP, JAMES C. Total Fees: 25.00 Address: 1447 JASMINE STREET Amount Paid: 25.00 ATLANTIC BEACH, FL 32233 Date Paid: 7/13/1999 i Phone: (000)000-0000 Work Desc: WIDEN DRIVEWAY _ CONTRACTaRM) APPLICATION FEES PROPERTY OWNER PERMIT 25.00 i Inspections,Required, — I i I NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" FISSUEDACCORbING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. I, i i I ' 71 LXT �`� Dates 7/!3/99 81 Receipt: BA71284 _-�= __------ CASH IC EACH BUILD G DEPT. 88189893��1®e® CITY OF ATLANTIC BEACH PERMIT APPLICATION REMODEL, ADDITIONS, OR ALTERATIONS MOVING, DEMOLITIONS Owner(s): J17i ►�(z �zo - Job Address: Igoe.?oe.? T0341(012"ST Phone: Lot# Block ofrl,Unit# Subdivision: Contractor: / e� State License# Address:rt- � Phone No: City 1340 � Pli State Zip Code 1 � Describe work to be done: (Y11%h Qr j&ye_wA Y GGA l+O e n Present use of building: f Valuation of Proposed Construction: v o Proposed use: AO P Old/V 7-6 POK MV Is this an addition? If yes, what are the dimension of the added space: ft. X ft. Will the added area be heated and cooled? New electrical(or increase)? New plumbing fixtures? New fireplace? New Heat/AC? SUBMIT THREE(COMMERCIAL) TWO(RESIDENTIAL) COMPLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY, ENMITY CODE FORMS, NOTICE OF COMMENCEMENT, AND 0WNER/CONTRACTORSAFFIDA11IT, IF RS IS CONTRACTORS. Signature OWNER: Date: Signature CONTRACTOR: Date: AS TO OWNER: t �l Sworn to and subscribed before me this - day f NOTARY PUBLIC Pattldel Amonetta .: MY COMMISSION#CC&%=1 EXPIRES AS TO CONTRACTOR: =� �p. August 27,2000 i!F of�PP,`S``� BODED TM MFAgi INSURANCE,INC. Sworn to and subscribed before me this day of 119 NOTARY PUBLIC MAP SHOWING BOUNDARY SURVEY OF LOT 4, BLOCK 249, AS SHOWN ON MAP OF SECTION "H" ATLANTIC BEACH. AS RECORDED IN PLAT BOOK 18, PAGE 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. BEARING REFERENCE: N 01'22' W FOR RIGH T Of--WAY LINE OF JASMINE STREET PER ABOVE MENTIONED PLAT. ELEVATIONS ARE SHOWN THUS. (9.6) AND REFER TO NATIONAL GEODETIC VERTICAL DATUM. cer?r/Flee to::_—DAMES C. $�Q`,P -- -- ------------ -- PUcre 04ner6/464- CoIe?,o^erl6v j0j,f Sir faNC r/4.T ,oRa�P en% JASMINE STREET (50R/W) S01 *22'00"E w 50.00' 100.00' \ cr- �p tan I !2.3' u 1 � v1 3 w Q � \ w Ln p- O O �V N O O O H N Nc0 o � N O ;n o 00 -j 00h 4 H � .— 00 00 •.i c �tOnrC.•• "' • . cork A/c PAP B L 0 C K 2 4 9 (CAP ILlEg6LE) x _ CAP 11-aci&E) --" 40 50.00 i .4' S01 022'00"E -� -04' L 0 T 5 L 0 T 4 L 0 T 3 B L 0 C K 2 4 8 f/MEit/DEv /O -B-9 7 TV SNO�t� ENLA.PG�1� PRTi© CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL 247-58W-FAX 247-5877 PERMIT INFORMATION LOCATION INFORMATION Permit Number. 24239 Address: 1447 JASMINE STREET Permlt Type: STORAGE SHED ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: SECTION H Est.Value: Parcel Number: Improv. Cost: 800.00 OWNER INFORMATION Date Issued: 6/10/2002 Name: SHARP, JAMES C. Total Fees: 50.00 Address: 1447 JASMINE STREET Amount Paid: 50.00 ATLANTIC BEACH, FL 32233 Date Paid: 6/10/2002 - twine 000 000-0000 Work Desc: 10"11 14"STORAGE SH CONTRACTORS ' f`° (CATION FEES PROPERTY OWNER 50.00 D r , x- . 4 vF` e g lig miss S NOTICE . ,�� .' 3€ ION BUILDING MATERIA GHJ , MUST BE CLEARED IC SPACE,AND "FAILURE TO COMP N THE PROPERTY OWNER P ' ISSUED ACCORDING TO ARO D SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLEell ow: kaw: PR - me: �1�N?h ipt iso: 63719 ATLANTIC BEACH BUI DI T.. 14 PIWITM101I.111IN6 1417 JAME ST CK NQS 5473TNft Sb0.8A *W- VIWW Tian: V46:54 CITY OF ATLANTIC BEACH PERMIT .CALCULATION SHEET Address—_�`1 , �SVyt ►�-Q i Date Heated Sauare Footage @ $ per sq ft = $ Garage/Shed @ $ per sq ft = $ Carport/Porch @ $ per sq ft = $ Deck @ $ per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION : $ $ Total Valuation 1st $ Remaining Value $ per thousand or portion thereof TOTAL BUILDING FEE $ + 1/2 Filing Fee $ ( ) Fireplaces @ $15 . 00 $ BUILDING PERMIT FEE $ WATER IMPACT FEE $ SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT $ SEWER TAP $ ( ) RADON (HRS) . 0050 $ SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ ( ) SURCHARGE .0050 $ OTHER $ GRAND TOTAL DUE $ ADDITIONAL PERMITS OR FEES : Kechanical .; ..Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well ; Sign Finish Floor Elevatio Survey Other CALCULATIONS and/or NOTES : RECE. /VED k, )IFN f _ City of Atlantic S tach 130ding and Zoning City of Atlantic Beach - 800 Seminole Road Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800- FAX (904)247-5805• http://www/cl.atlantic-beach.fl.us BUILDING PERMIT APPLICATION FOR SINGLE-FAlMLY OR TWO-FAMILY (DUPLEX) CONSTRUCTION (INCLUDING NEW CONSTRUCTION, REMODEL, ADDITIONS AND ALTERATIONS, MOVING OR DEMOLITION) DATE v JOB ADDRESS j LI � 7J n�S M IN " APPLICANT_ J A*t ADDRESS I 4 7 TAS.Ag iAl r ��' ?:�TC.9e1� I r PHONE: LEGAL DESCRIPTION: BLOCK NUMBER ., Lill LOT NUMBER ZONING DISTRICT CONTRACTOR STATE LICENSE NUMBER ADDRESS PHONE CITY STATE ZIP FAX DESCRIBE PROPOSED USE AND WORK TO BE DONE S74;2A 6 C S'AJcCi� PRESENT USE OF LAND OR BUILDING(S) VALUATION OF PROPOSED CONSTRUCTION Is this an addition? /V c> If yes,what are the dimensions of the added space: /0 feet by /y feet Will the added area be heated and cooled? A)C New electrical or increase in service? /V n New plumbing fixtures? A;C) New fireplace? A_r 0 New heating/air conditioning? N cp Is approval or Homeowner's Association or other private entity required? &•o If yes,please submit with this application. PROCEDURE: (In order to expedite issuance of permits, please follow all steps and provide all information as appropriate.) STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information,please contact the Planning and Zoning Department at 904-247-5817. In order to correctly verify zoning designAtion,please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone: (904)247-5834 02128/02 STEP 3. Please submit Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor, and four (4) complete sets of construction plans to the Building Department, which is located at the Atlantic Beach City Hall, 800 Seminole Road,Atlantic Beach,FL 32233 Telephone: (904)247-5826 In addition to construction and engineering detail, plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures, temporary and permanent, including setbacks, building height, number of stories and square footage. Identify any existing structures and uses. 3. Existing and/or proposed driveways. 4. If required by the Department of Public Works, a pre-constructiori*topographical survey. 5. Any significant environmental features,including any jurisdictional wetlands, CCCL,natural water bodies. 6. Impervious Surface area calculations. (Swimming pools may be excluded from total Impervious Surface.) 7. Other information as may be appropriate for individual applications. I HEREBY CERTIFY THAT ALL INFORMATION PROVIDED WITH THIS APPLICATION IS CORRECT. SIGNATURE OF OWNER -)''- "Z- I�fJ DATE 6110102- I HEREBY CERTIFY THAT I HAVE LAD AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WELL BE COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL,STATE OR LOCAL RULES, REGULATIONS,ORDINANCES,OR LAWS IN ANY MANNER,INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION. BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. SIGNATURE OF CONTRACTOR DATE ADDRESS AND CONTACT INFORMATION OF PERSON TO RECEIVE ALL CORRESPONDENCE REGARDING THIS APPLICATION (PLEASE PRINT) NAME ,w+dE S: 0, rS 14A1Z l7 MAILING ADDRESS / -] ,w �z id�t &J,. Z?3 PHONE 4-2-4 1 `V S Y3 FAX jc E-MAIL SWORN AND SUBSCRIBED BEFORE ME THIS Ort k DAY OF STATE OF FLORIDA,COUNTY OF DUVAL An p1�^ NOTARY'S SIGNAT AS TO OWNER: Personally known Produced identification ,5 Type of identification produced ��` �P "A 4f , JENNI +i MY COMMFtS�SfON AA DD 1SCHLUET21301 AS TO CONTRACTOR g EXPIRES:May 27,2006 ❑ Personally known , �;, 9orn7edThruNotaryPublcUnderwrters ❑ Produced identification Type of identification produced 2/28/02 NEW IMPERVIOUS SURFACE REGULATIONS On January 01, 2002, the City of Atlantic Beach enacted new regulations limiting the amount of Impervious Surface that can be developed on property. Within all residential Zoning Districts, the maximum amount of Impervious Surface area allowed is fifty percent (50%). Within all commercial and industrial Zoning Districts, the maximum amount of Impervious Surface area allowed is seventy percent (70%). The Zoning regulations define Impervious Surface as follows: Impervious Surface shall mean those surfaces that prevent the entry of water into the soil. Common Impervious Surfaces include, but are not limited to, rooftops, sidewalks, patio areas, driveways, parking Lots, and other surfaces made of concrete, asphalt, brick, plastic, or any surfacing material with a base or lining of an impervious material. Wood decking elevated two or more inches above grade shall not be considered impervious provided that the. ground surface beneath the decking is not impervious. Pervious areas beneath roof or balcony overhangs that are subject to inundation by stormwater and which allow the percolation of that stormwater shall not be considered impervious areas. Swimming pools shall not be considered as Impervious Surfaces because of their ability to retain additional rain water, however, decking around a pool may be considered impervious depending.upon materials used. Information verifying Impervious Surface must be provided prior to issuance of Building Permits whenever new construction, including building renovations or additions, new driveways, decks or porches involves any increase in Impervious Surface area �y� ltjCITY OFATIANTIC BEACH Jct 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE: (904)247-5800 FAX:(904)247-5805 . + SUNCOM:852-5800 v http://ci.atlantic-beach.fl.us n CHAPTER 489,FLORIDA STATUTES,PART 1 "CONSTRUCTION CONTRACTING"REQUIRES OWNER/BUILDER TO ACKNOWLEDGE THE LAW: DISCLOSURE STATEMENT FOR SECTION 489.103(7),FLORIDA STATUTES: STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED CONTRACTORS. YOU HAVE APPLIED FOR A PERMIT UNDER AN EXEMPTION TO THAT LAW. THE EXEMPTION ALLOWS YOU, AS THE OWNER OF YOUR PROPERTY, TO ACT AS YOUR OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVE A LICENSE. YOU MUST SUPERVISE THE CONSTRUCTION YOURSELF. YOU MAY BUILD OR IMPROVE A ONE— OR TWO FAMILY RESIDENCE OR A FARM OUTBUILDING. YOU MAY ALSO BUILD OR IMPROVE A COMMERCIAL BUILDING AT A COST OF $25,000.00 OR LESS. THE BUILDING MUST BE FOR YOUR USE AND OCCUPANCY. IT MAY NOT BE BUILT FOR SALE OR LEASE. IF YOU SELL OR LEASE A BUILDING YOU HAVE BUILT YOURSELF WITHIN ONE YEAR AFTER THE CONSTRUCTION IS COMPLETE, THE LAW WILL PRESUME THAT YOU BUILT IT FOR SALE OR LEASE,WHICH IS IN VIOLATION OF THIS EXEMPTION. YOU MAY NOT HIRE AN UNLICENSED PERSON AS YOUR CONTRACTOR. YOUR CONSTRUCTION MUST BE DONE ACCORDING TO THE BUILDING CODES AND ZONING REGULATIONS. IT IS YOUR RESPONSIBILITY TO MAKE SURE THAT PEOPLE EMPLOYED BY YOU HAVE LICENSES REQUIRED BY STATE LAW AND BY COUNTY OR MUNICIPAL LICENSING ORDINANCES. ORDINANCES ALSO ALLOW AN OWNER TO IMPROVE THEIR OWN PROPERTY WHEN IT IS FOR PERSONAL OR FAMILY USE, AND LIKEWISE REQUIRE ALL WORK (EXCEPT MAINTENANCE UNDER$2,000) BE UNDER A BUILDING PERMIT AND PASS ALL NORMAL INSPECTIONS. THE ORDINANCE STATES OWNERS MAY PHYSICALLY DO WORK THEMSELVES;OR MAY HIRE UNLICENSED WORKERS PROVIDED SUCH WORKERS BE UNDER"DIRECT SUPERVISION OF THE OWNER,WHO MUST BE ON THE JOB AT ALL TIMES WHILE WORK IS IN PROGRESS BY UNLICENSED TRADES PEOPLE." THIS DOES NOT ALLOW USE OF UNLICENSED CONTRACTORS. SINCE OWNERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY HIRE, THE BUILDING DEPARTMENT SUGGESTS WORKER'S COMPENSATION INSURANCE BE PURCHASED UNDER THE HOMEOWNERS INSURANCE POLICY TO CLEARLY PROTECT THE OWNER. OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES. OWNERS BEING SUBJECT TO $5,000 PENALTY UNDER FLORIDA STATUTE NO. 455-228(1). AN "OCCUPATIONAL LICENSE" IS NOT ADEQUATE. THE OWNER SHOULD PHYSICALLY SEE THE COUNTY"CERTIFICATE OF COMPETENCY"OR THE FLORIDA "CONTRACTORS CERTIFICATE" TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR. TELEPHONE THE BUILDING DEPARTMENT(247-5826)IF IN DOUBT. I HEREBY ACKNOWLEDGE THAT I HAVE READ THE ABOVE DISCLOSURE STATEMENT AND THAT I COMPLY WITH ALL THE REQUIREMENTS FOR THE ISSUANCE OF WNER-BUILDER PERMIT. PROPERTY OWNER/BUILDER ADDRESS SWORN TO AND SUBSCRIBED BEFORE ME THIS DAY OF JENNIFER SCHLUETER MY COMMISSION#DD 121301 �' a= EXPIRES:May 27,2006 N Y PUBLI of P0.Q' Bonded Thiv Notary Public Underwriters MY COMMISSION EXPIRES: NOTF• PMR ACFCITNT)FRT.TNFT)AROVF. MAP SHOWING BOUNDARY SURVEY OF LOT 4, BLOCK 249, AS SHOWN ON MAP OF SECTION "H" ATLANTIC BEACH. AS RECORDED IN PLAT BOOK 18, PAGE 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. BEARING REFERENCE: N 01'22' W FOR RIGHT-OF WAY LINE OF JASMINE STREET PER ABOVE MENTIONED PLAT. ELEVATIONS ARE SHOWN THUS. (9.6) AND REFER TO NATIONAL GEODETIC VERTICAL DATUM. CeRriFjey 7'o; JAMES C. SAIARP CDti�P.�R�vTro.� PUCT& MA�'TGi4GrP�� vs�r,� NcE Co, FlJPyT AM.gRfcA�/ ' PXC TiTc� �aQP��.dt�dn/ JASMINE STREET (50' R/W) S01'22'00"E F- 50.00' Liw CC 100.00' L0 1`•3 0 CAI 3-Z 1; v w to W ea '`q' 14.9' p O M Ooh Q' N �, OO did O w t w vv ry (V t / r00 - Lil 0 0o O `4 H .V W 00 z z •� 0 o •CdNC,•• "'� . y pAa 5 rte,?dc�E B L 0 C SNS ° 2 4 9 (CAP ILLEGIBLE) � x— _� CAP ILLEGIBLE) b 50.oo 9 --� S01 *22'00"E - x .4' L 0 T 5 L 0 T 4 L 0 T 3 B L 0 C K 2 4 8 APPROVED ZqSRLNnr t,,ITY Or ATLAWiC 8EACH BUILDING OFFICE 3:)II3O ONiaiinu HOV39 OIIKIV-IJ.V 40 JUN 10 2002 (13 A O�l d d V By. Nnrl 14)v3P, off'.. Mama d 4VO, T�er#�firtt#r of ( rrunr (situ of Atlantic Ntacll -- Ifloriba Department of +luilbing Inspection This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use. For the following. Use Classification Single Family Residence Bldg.Permit No. 13697 Group w.frame Type Construction sf fire district Atlantic Beach Owner of Building Pulte Home_Corp. 8081 Phillips Highway P. Address ,.._i__O__ •„ c �a[.ssvrrd-3�x�-��r�i� v Building Address 1447 JasAline St. Locality Atlantic Beach, FL 32233 By: q Building Offi �111A I Date: �J f` �I POST IN A CONSPICUOUS PLACE DATE ------------- PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTIONS ) HAVE BEEN MADE AND ARE SATISFACTORY : — ------ ---------- ------------i----------------------- ,%�?:Y-- i --------- ` _'=----------------------------- ------ ---------------------------------- ---------------- ------ � ------------------------------------------------- ------ --------------------------------------- ---------- Enclosed are the blue copies of the permits. SIN,CFR EL Y, BUILDING INSPECTION DIVISION cc: FILE CITY OF 800 SEMINOLE ROAD ------- - --- --- ATLANTIC BEACH, FLORIDA 32233-5445 TELEPHONE(904) 247-5800 FAX(904) 247-5805 NOTICE TO: Water Department FROM: Building Department l i DATE: Please be advised that the final building inspection has been completed on each of the following addresses and construction water is no longer needed: Permit Number Address Sincerely, Building Department AY !1k , ` ` r f (brruvanru��#tfttttr� .a (situ of Atlantic Neac4 — floriba +9epartment of iluilbing Inspection This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use. For the following. Use Classification Single Family Residence Bldg.Permit No. 1•3697 Group W.frame Type Construction _SfFire District Atlantic Beach 8081 Phillips Highwa Owner of Building Pulte Home Corp. AddressJac H., 322456 Address 1447 Jas ine St. Locality Atlantic Beach, FL 32233 1 By: HON C_ FORD' Building ism al Date: SSV POST IN A CONSPICUOUS PLACE sir �s BUILDING, PLANNING AND ZONING INSPECTION DEPARTMENT CITY OFATLA NTIC BEACH, FLORIDA CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: September 10, 1997 Building Contractor: Pulte Home Corp. Building Permit Number: 13697 Address : 1447 Jasmine Street Legal Description: Lot 4, Block 249, Section H Improvements to the above described property have been completed in accordance with the terms of the permit and is certified to be ready for occupancy as Single Family Lowest Floor Elevation: 11.1 r' - required as built BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE NOTIFIED DATE APPROVED BY Fire n/a Public Works 9/9/97 9/ 9/97 JD Planning 9/10/97 Building 9/10/97 �? �' SEP 12 197 15:30 CLARSON 153 P03 MAP SHOWING BOUNDARY SURVEY OF LOT 4, BLOCK 249, AS SHOWN ON MAP OF SEC11ON "H" ATLANTIC BEACH. AS RECORDED IN PLAT BOOK 18, PACE 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. BEARIIG REFERENCE: N 01.22' W FOR RIGHT-OF-WAY LNJE OF JASMINE STREET PER ABOVE MENTIONED PLAT. ELEVATIONS ARE SHOVIN TMOS 8.8 AND REFER TO NATIONAL GEODETIC VERTICAL DATUM. CG'at�J=tJ¢D To: JA�v►eS c.5f/ARP IrP�,tAricAt Ic'ULrE+'MdtTGAdC . C�•co. low vriir JASMINE STREET (50' R/W) S0172'00"E �— 50.00' w w 100.00' 0 t�.9 l/.A••„ . r' J4.1' Hv at 04 N �J %161 i w `a2 M N M • ~ CV 3a J0000 ° W 3. Z Z p T B.9• 2to.2' l4.9" w ,arc v� B L O C K 249 ( RLED■I� " 50.0Or 501'22'00"E -� L 0 T S L 0 T 4 L 0 T 3 6 L O C K 2 4 8 RECEIVED SEP 12 1991 fttt/Al. SuR✓EY °�-9-9� NOTE: FGUn/D ,vac /,PONS �pu.IlOAT/ON 5�/R✓B> ?-so. 7 NOTA iDUNO Q« /��Nf City of Atlantic Bach 1 �®Y cMrFr 1HAT TMS SURVEY. iERFOWED UNDER MY RESPONSWILE DIRECTION MEETS �-� F Building and Zoning THE MMMMIM TECHNICAL STANDARDS FOR LAND SURVEYORS IN ACCORDANCE WIIN CHAPTER 81617-0. ■ Fl).CONCRETE MONUMENT FLORIDA ADMI4ISTRAIIVE CODE(FMORSLI A TS UPON THE SUBJECT PROPER'!Y CW OMM.. AND FURTHER RCI 7%1•SET IRON-LB 170a CERTIFY TNAT THERE ARE NO VISILE B.R.L. BUILDING RESTRI"ON UNE �RVICAM THE LOT SHOwN mmON INC. a CENTRAL ANGLE ��pw Zp �` -IC A4 snOwN 1 � AVE.. � L /�'L-. 32207 R RADIUS D LENGTH ON THE FLOOD INSURANCE RATE MAP.COMMUNITY CH CHORD PANEL NO.120074- 1 o DATED 4-77-89. a// P.C, POINT OF CURVATURE . . P.T. POINT OF TANGENCY SURVEYED aRUAar om„■..?O -- . 1997. —:— e FT,woo0 FENCE Fo. FOUND SCALE: 1: s 20• REGISTERED FLORIDA SURVEYOR k MAPPER NO.487 ;I w RIfriT-OF-WAY O.R.V. OFFICIAL RECORDS VOLUME FIELD BOOK SO PAGES 1-4, 29 JOSE A. HILL JR. 1 , Y •HHLL ATL BCH TEL No . 2475805 Apr 3 ,95 15 : 31 No .010 P .02 • i FLOODPLAIN DOVELOPMENT INFORMAT1019 Type of O v S � FlOod Zone rr___�+._wr_.._..-.-.......r..w- A*quired Lowest Floor ClevatAont._.,,Ct 1w�.._-...- It building In Lcmetod WIthtn a SAcmd hazard sone, a murvo i a's be :ode AFTER THC GLA■ HAS 80911 POURBO, iaertf�yinQ that the LowcBT FLOOR ELV6VArxa* 1a equal to or above the base flood elevation entablisfsad for that sone. No tinai inapectlon ri11 be made and no oertl,diaat• of occupancy Will be taaued until the purvey to on Ski: vt,th the bul4dtng Deportment. COMMENT$i Applicant ' Acknowledgesents X understand that the lrsumnoc of thio permit !.e 000tsnoent upon► the above intormatlon baing correcdt and that the plpsa and supporting data bow• boon or shall be provided as required. . i agree to comply with all applicable pro wleloom at Ordinarioo 1/0. 25-7-Il and all other Iowa or ordtnanc4o agleating the proposed dovOlopsont. Dote-_ I--I _ �_.,APVlIcaot•s Signat►ur*� ---_ r - - —•---- ---------�.—.._—peep—�....--..-�..,..—..---..— �.�-�--•.....— oopertmeat Una RegwLW*d Lowest Flooa► 92w819ion „� Aa Built Loveart Flops llwatlon � ZZ -^ survey Rsied Wath Dutldinv Department Building Daport• t�Representative Pena , MAP SHOWING PLOT PLAN OF LOT 4, BLOCK 249, AS SHOWN ON MAP OF SEC11ON "H" ATLANTIC BEACH. AS RECORDED.IN PLAT BOOK 18, PAGE 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY. FLORIDA. FOR: NORTH FLORIDA CLASSIC HOMES BEARING REFERENCE: N 0122' W FOR RIGHT—OF—WAY LINE OF MI ABOVE MENTIONED PLAT. NOTE: ELEVATIONS SHOWN THUS: (8.81 AND REFER TO NATIONAL GEODETIC VERTICAL DATUM OF 1929. LOCATED ALL TREES WITH A 8' DIAMETER OR LARGER. TREE LEGEND: O OAK O DOUBLE OAK Q MAGNOLIA PAVJT JASMINE STREET (50' R/W) S01 " 2'00"E 0.00' 100.00' \1 3. N 9" Q 15" a E) 9- 7 020' �• Q �S.tll' N y`{7 i- x SS j• s • I I� W `n Ow r m 2'* *7" �� O a M �Y NO � � � �� LLNIt— a 9� rr H o co O V'? %tQ 11 �p C) 00 30 7 00 00 Z W I z th B"O • Z�O - • . O Br J Co ! PA t►u 6" 10iii r10��'�� 1 6�g B o 0 sc K 08- 2 4 9 09. 50.00' S01 *22'00"E L 0 T 5 L 0 T 4 1 n T TRANSMITTAL DOCUMENT FOR JEA DATE: The following permits have passed "rough" inspection: Permit No. Address RRxx1x=e3dcmxexxxxxxX2xkat p�q=xcafx3d3hj&x Please update your records accordingly. (7, L NG Ca�,CfQ�J � CITY OF ATLANTIC BEACH /vcb CITY OF ATLANTIC BEACH, FLORIDA f Approved by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: r 1921 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN-ACCORDANCE WITH THE ELEgMCAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. Munson and Bryan Electric Co. EC-0001713 ELECTRICAL FIRM: MASTER ELIWKICIAN NAME �� e00MES � . ADDRESS: '� t t J a-Sw�c v� e Ss_RFD BOX BLDG.SIZE-'S'yl C_U,41v1-"11 BETWEEN: ft\&C /` RES. APT. ( 1 COMM. ( ) PUBLIC ( ) INDUS. ( ► NEW 004, OLD ( 1 REW. ( 1 ADDITION ( ) TRAILER ( 1 TEMP. ( ) SIGNS 1 ) SQ. FT. SERVICE: NEW (K INCREASE ( 1 REPAIR ( ) FEE CONDUCTOR SIZE AMPS COPPER ALUM. SWITCH OR BREAKER lM PH 3W 2 VOLT av-( RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE N0. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS, 31.100 AMPS, SWITCHES INCANDESCENT FLUORESCENT &M.V. FIXED 0.100 AMP6. I OVLR APPLIANCES i I I BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS ICEIL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. I VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS DATE: ------------- PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTIONS) HAVE BEEN MADE AND ARE SATISFACTORY : ------ ---------7=-------------------------------------- I ------ ------------------------------------------------- I ------ ------------------------------------------------- I ------ ------------------------------------------------- i ------ ------------------------------------------------- Enclosed are the blue copies of the permits. SINCERELY, / BUILDING INSPECTION DIVISION cc: FILE -* 'e 'h- CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL. PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: (D -30 14 92 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN'ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. EC-0001713 Munson and Bryan Electric Co. _ 1423 ( �^'i ELECTRICAL FIRM: MASTER ELECTRICIAN SIGNATURE ,1QURNEYMAN NAME PLL( '`.- ' ' es �,/1 Q2* ADDRESS: 14L+2 �� RFD BOX BLDG.SIZE' BETWEEN: RES, (f) APT. ( 1 COMM. ( ! PUBLIC l 1 INDUS, l 1 NEW It A- OLD ( 1 REW. ( I ADDITION ( 1 TRAILER 1 ) TEMP, 044 SIGNS ( ) SQ. FT. SERVICE: NEW (P+ INCREASE ( ) REPAIR ( 1 FEE CONDUCTOR SIZE AMPS �� COPPER ALUM. SWITCH O RE KE Sd MPS PH IN 1 v ' VOLT RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE IND. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED I OPEN TOTAL RECEPTACLES CONCEALED OPEN I TOTAL 0.30 AMPS. 3I.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M. V. FIXED 0.100 AMPS, Oy[R APPLIANCES BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS ICEIL HEAT: KW-HEAT 0.1 OVER MOTORS H.P, VOLTAGE PHS NO, 1 H.P. VOLTAGE PHS MISCELLANEOUS I Psa•aaaaJ 11 �DEPARTI*k* P BUILDING 1 CITY OF ATLANTIC BEACH I a PERMIT INFORMATION ,——. ------- -----LOCATION INFORMATION `- Permit Number: 1.3597 Address: 1.447 JASMINE STREET Permit Type:BUILDING r ATLANTIC BEACH. FLORIDA 32253 " l`as$ sad 'Work-N --- -. --- LEGAL DESCRIPTION ---------- Constr. ---_-•-_- -Constr} Type.WOOD P'R l ,, BI Ick:249 ' Lots 4 Twp 0 ; j 'Proposed Use:SINGLE F +I1 'y Section: 0 Subd: 34 I2ng0' 1 Dwelligs . 0 Subdivision:SECTION H E t. V* `ttl� >. I?f 1m,r ov. cost : ,t Total`' 'e� Amount ,. 240. 94 Dat t t 8 997 Work D HOME PER PLAN: IIS? 1094 ' 1, ---------- ION ^ -- � ITwJ + APPLICATION FEES N TION375 } Addil 8 H OH AY, #14 WATER IM T P'EE , a e L Or ORIDA 322 6 R 1 2�. PhQn, `• zy: a gty u''Gs lk Y t!d✓ ,�Y� F h j'1 1 .,a. RADON GASH.$k,S. 5.19E ------ O R QRMA'TIr ----- RADON CSB % 0 .28 'Name., PIT Ly H CO RATi;O CAPITAL IMPROVE 32 .4G Addxfi�,. 1n.1aN OSA `' ' I' 14 SE TA e . _r.. :,. .,. D.00 a JACKSONtiFLORIDA 32256 CR.OS�S CONNECTION, 3�.Ott i s« ` .:� � kp: f / SEC H �IM 'ACT ? E, � . 50.0 � �� CONST. SURCHARGE 4 91 r . maw NOTES: NOTICE—ALL CONCRETE FOAM$AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID°SIX MONTHS AFTER.DATE OF ISSUE BUICDING MATERIAL;RUBBISH•ANQ DEBRIS F40M THIS WORK MUST NOTBEIPLAC DIN PUBLIC SPACE'AND MUST.BE ,:"_ CLEARED UP AND HAULED AWAY SY EITHER CONTRACTOR OR OWNER' "FAILURE,TO COMP WITH THE MECHANICS' �.1EN L.AW Cp►N , CSULT`' THE'PROPE�TY 6W," R PAY1NG TW10E FO BU�L.OI.NG.�MPRC�1C�IfAE�VT #S$UBD ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT ANp SUBJECT TO 4tLAI11 ON OF APPLICABLE"PROVISIONS C7FLW. rrtliIII i3Q' ATLANTIC BEACH BUILDING DEPARTMTotal P Y00 ENT. t 141 D$PAMENT SJR SUR ` bff'Y OF ATLANTIC - PERMIT INPORMA' It? 141#35 LOCATION Permit Numb Addr*ss; 14,17 JASMTN9 SfiREET Permit Type;PLf7M$INQ ATLANTIC REACH, FLORIDA 32233 las of Work NEW ------- -� - __ =_ LEGAL DESCRIPTION. -------- ! den r. TYpe;WOOD 'RADE $loak"249 Lot ; 4 Twp: , 0 � Proposed., Use'.SINGLE 'FAMILY Sect"ian; , D ;3ubd 3 Rng Q . Dwell ngs: Q Subdivision,:SECTTON H alue: 0 .00 Improv. Cost : Total Fe 53. Amount XG r �.. ,� ION _ _ * A►PPLICATION FEES Nsm> TII�3NPERMIT ' .,- - ��3 5� Ad+ r 8 I Qx1wAY #1.4 L CRNA 3 2 2� r Ph '4A Herne: Dt1N HAR PL `MBIN+4 Addy w4I "HLVLf': JACKSON: FLA'. 32210Ij i Exp 4 4 { N ° i NOTES: 1 1 NOTrcI E—aLcoNCR rE t?pll MS ANP FOOTINGS MUST BE INP T4D BfFpt E FKJUBINgi a PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE 4 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE P"_ CED'IN,PUBLIC SPACe,AND MUST'BE ..EARED UP AND HAULED AWAY 8Y EITHER CONTRACTOR OR OWNER � i "FAILURE TO COMPLY WITH THE MECHANIC$' LIEN LA►111� CAN RESULT IN THE !�l t PEA' OW_N, I� Yl�G TVII I SOR,BUILDING IMPROVEMENTS ISSUED ACCORDING TO APPROVED PLANS WINCH ARE PART OF THIS PERMIT ANIS $OBJECT TOR I VIOLATION OF APPLICABLE PROVISIONS OF LANI. S VOfi�ATIaN..Fes" �5 14 } ATLANTIBEACH ILD �PARTMENT 8y Y �e� I F C 111 CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT __S JOB LOCATION: LAL) OWNER OF PROPERTY: BUILDING CONTRACTOR: PLUMBING CONTRACTOR _DON HARRIS PLUMBING co AND ADDRESS: P. 0. PDX 1466$ TELEPHONE NUMBER: (904) 772-0900 C F C - 0 19 19 4 STATE LICENSE NO: d, TYPE OF BUILDING: TYPE OF WORK: HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORY MATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS �x CLOSETS _WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER TOTAL FIXTURE COUNT:--' --/,/ w s $3.50 + $15.00 = $ A ;0� ---------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION"OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 .13897 > i Dl pApTMENT S1F BUILDING CITY OF ATLANTIC BEACH i PERMN ` ?RMAT I DISC - LOCATION INFORMATION— Permit t lumber : 1,3;j 9T dr ss : ' 1447 JASMINE STREET F rr i. Type:MECIIANI AL ATLANTtO SEACK� FLORIDA 3 23,3 e I cit rk B l~t LEGAL DESCRIPTION } Fanstr .`. Txp ,WOOD MA,ME Hl k.* 249 'Lot , 4 Trap f Pr:Opo_111Use: SINGLE FAMILY '0 aubd: 34 Y I€�a nits: Subd,* is at,on:SECT I Obi H , lu« 0 .00 jmp ov. Cost ° 0 .09 Total Fe 43 qO AmountCj . 177 ISN �� APPLICATION FEES Nam 1 ION PERMIT 4 ,r� A I GH AY #14 ' ORIOA .}�,G' g,., ,U s . ¢.y"'y' sai a m7, . a„v` f i { .+` �^o-�, ss'�di "&;r ho E r O I A SR. µ ORMATION Name'. Li Ex x' l w i NOTES. NOTICE-ALL CONCRETE FORM AN FOOTINtIS MUSt 8E IN>3PECTE.D BEFORE POUfitNt's ' PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDIN4 MATERIAL,RUBBISH ANd.1)E'8RIS1fROM THIS WORK MUST NOT BE PLACED'IN PUBLIC SFAs E,AND MUST B€ CLEARED BJP AND HAULED AWAY.BY EITHER CONTRACTOR OR OWNER f 16FAIL.08tTO COMPLY WIT14 THE MECHANICS' LION �.AW CAN RESULT IN THE PROPERTY OWNER' 0AYING:TWICE FOlq BUIL, 1'14G,IMPRO'1r EMENTS." ' ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO. REVOCATION FOIA ' VIOLATION OF APPLICABLE P06V�SIONS OF LAW. v5 I DIS,,. "ATLANTIC BEACH BUILDING DEPAI MEN7I31I31�! Sy, BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections I, II, III, and IV. LOCATION Street Address:_ OF Intersecting Streets: Between And BUILDING Sub-division L / • II. IDENTIFICATION —"To be completed by all applicants. In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance with the attac4d plans and specifications which are a part hereof and in accordance with the City of !acksonville ordinances and standards of good practice listed therein. Nasse of Mechanical McGowan ' S Heating & Air— Contractors Contractor (Print) Cond . Inc. Master CACO-18970 Nasse of M-48 Property Owner L ) ,p C__ Signature of Ownor Signature of or Aufhorhod Agentrchifect or Engineer 111. GENERAL INFORMATION A, Type of heating fuel. B. IS OTHER CONSTRUCTION BEING DONE ON `® Electric THIS BUILDING OR SITE? Q Gas—❑ LP ❑ Natural ❑ Control Utility IF YES. GIVE NUMBER OF CONSTRUCTION Q Oil PERMIT 13,697- • 3,697- Q Other — Specify IV. MBCFUNICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK e (Prov,Wo complete list of components on back of this form) L Residential or ❑ Commercial Heat ❑ Space ❑ Recessed _P�_Centrol O Flow / New Building Air Conditioning: Q Rooms Control L1 Existing Bul!ding Duct System: Mofori. Thickn••• W k ❑ Replacement of existing system / Maximum capacityc.f.m. New Installation(No system previously Installed) Q Refrigeration ❑ Extension or add-on to existing system Q Cooling tower: Capacity 9-pin. El Other — Specify Q Fire sprinklers: Number of heed, Q Elevator ❑ Monlih ❑ Escalator (number) USE ONLY Q :Gasoline pumps (number) THIS SPACE POR OPFK:E . (Reseiw�) (]. Tei4e (number) Remarks of Communi-ty Affairs SN : 7116 FLORIDA EN.FRGY EFFICIENCY 'CODE FOR BUILDING CONSTRUCI.111*ON FORM 600A-93 '•Residential Whole Building Performance Method -A N(IRTII PROJECT NAME : AN - -T&-"11/JFBUTLDER: N F C 1"' : P.FRMIT7[ v-,icc` AND ADDRESS : E011, ; CLIMATE OFF 1,CE ' ZONE: 1 3 : OWNER: PERM.1;F NO/, 36 9-7 JURISDI.CTI.ON NO .�&llvo CK 1 . New construct i.on or addition 1 . New Construction 2 . Single family detached or Multifamily attached 2 . Single-Family 3 . If Multifamily-No . of unit.s 3 . 0 4 . If Multifamily , is this a worst case! (yes/no.) 4 . 5 . Conditioned floor area (sq . ft . ) 5 . 1094 . 00 6 . Predominant eave overhang ( ft . ) 6 . 1 . 33 7 . Porch overhang length. (ft. . ) 7 . 0 . 00 8 . Glass area and type : Single Pane Double-, Pane a . Clear Glass 8a . 98 . 0sqft 0 . 00sq-ft b . Tint , film or solar screen 8b . O . Osqft 0 . 00sqft 9 . Floor type and insulation : a . Slab on grade (R-value , peri.meter) 9a . R= 0 . 00 , 163 . 00 ft 10 .Net Wall. type area and insulation : a . Exterior : 2 . Wood frame (Tnsulation R-value) 10a-2 R= 11 . 00 , 923 . 00sqf b . Adjacent : 2 . Wood frame ('Insulation R-value) 10b-2 R=11 . 00 , 238 . 00sqf 11 Ceiling type area and insulation: a . Under attic (Insulation. R-value) lla . R=19 . 00 62 . 00sqft a . Under attic (Tnsulation R-value) I1a . R=30 . 00 1102 . 00s(T.F.t-------- 12 .Ai.r distribution s-Y'stems a . Ducts ( Insulation + Location) 12a . R= 6 . 00 uncond 13 .Cooling system 13 . Type : Central A/C SEER: 10 , 00 14 .Boat ing System: 14 . Ty.pe : Heat Pump HSPF: 7 . 00 15 .Hot water system: 15 . Type : Electric EF: 0 . 92 16 .Hot Water Credits : (.1-IR-Ileat Recovery , 16 . ... DHP-Dedicated Heat Pump ) 17 , Infi.ltration practice : 1 , 2 or 3 17 . 2 18 .HVAC Credits (CF-Ceiling Fan , CV-Gross vent , 18 . HF-Whole house fan , RB-Attic radiant barrier , MZ-Multizone) 19 .EPI (must not exceed 100 points) 19 . 96 . 85 a . Total. As-Built points 19a . 23182 . 52 b . Total Base points 19b . 23936 . 96 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy C de. . Code . Before construction is completed this building will be inspected for PREPARED IVY compliance in accordance with Section 553 . 908 F . S . I hereby certify that this building is in compliance with the Florida Energy Code . J OWNER/AGENT:__h.�j/v BUTLD*r.NC OFFICTAL: --- ------- 1)AT F ll/ CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address N1A)�_ Date Heated Square Footage @ $ 39- 00 per sq ft = $_�(;,66 Garage/Shed ��3 @ $ l �•�� per sq f t = S+ 3Q ( Carport/Porch �d @ S per sq ft = S 2�/rb Deck @ $ per sq ft = S O Patio � @ S �� OO per sq ft = S 3.24 TOTAL VALUATION: S 1 X, �y y � S. oO $ /,e cc Total Valuation 1st $ / c o t) Remaining Value SS c0per thousand or portion thereof TOTAL BUILDING FEE $ ZJ 0. 00 + 1/2 Filing Fee $ t -S`•00 (U) Fireplaces @ $15 . 00 S BUILDING PERMIT FEE S 3 SOO WATER IMPACT FEE $ EQ•�� SEWER IMPACT FEE S OCA WATER METER/TAP $ CAPITAL IMPROVEMENT S 3 ;z J-0 O SEWER TAP S -- O — (lOQt RADON (HRS) . 0050 S_ ...�. _ SECTION H PAVING HYDRAULIC SHARES CROSS CONNECTION s 3S- ea (/Oq�) SURCHARGE . 0050 OTHER S GRAND TOTAL DUE S 3;2 C(O. 9'Lf ADDITIONAL PERMITS OR FEES : Mechanical Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. BATHROOM GROUP CONSISTING OF SERVICE .SINK TRAP STAND WATER CLOSET, LAVATORY & BATH (8) TUB OR SHOWER STALL (6) 2- WATER CLOSET WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) BATHTUB/SHOWER (2) URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) LAVATORY (1) COMBINATION SINK AND TRAY (3) _WASHING MACHINE (3) 3 POT, SCULLERY SINK (4) _DISHWASHER (2) WASH SINK EACH SET OF FAUCETS (2) KITCHEN SINK (2) EDENTAL LAVATORY (1) ___ —KITCHEN SINK WITH 'WASTE 3 DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) BIDET (Z�) URINAL STALL, WASHOUT (4) FLUSHING RIM SINK (8) COMBINATION SINK AND TRAY WITH i FOOD DISPOS. (4) URINAL, PEDESTAL, SYPHON JET d DRINKING FOUNTAIN (1/2) TBLOWOUT (2) LAVATORY, BARBER/BEAUTY _ICE MAKER (1/2) S/ SHOP (2) SURGEONS SINK (3) LAVATORY, SURGEONS (2) JACUZZI (2) URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS aZ©-� $20.00 EACH $ 00 JOB INFORMATION CITY OF ?ROPERT it DESCn IPTION fttts Fc'ClClREC 0I.E ROAD Lot t___ ---Block I_0�" __Section � � ATLANTIC BEACH.FU)RIUA 3223.1--;-W;--- MAR 2 5 99,yA PHONE(904)247-5800 FAX(90.1)247-5805 Subdivision: ------- ( �,- Cil_-- -- �Ity of AtlAntic Beach nA Zoning Street Iiame( qyY7 �n1� ,, c DESCRIPTION OF WORK or Address: If in a FLOOD HAZARD Flcod Zone:--------------area complete page 3. Brief Single Family Dwelling IVED Description:........................ RECE Class of Work: MAR 1 9 1997 (Nev/Remodel/Addition)-- New-------- ZONING INFORMATION City of Atlantic Beach Type of Building and Zoning Construction:_ :Zoning Proposed District: PUDUse: Single Family Residence Estimated Value S_ �_l�Ur___ Exceptions or Mnteriala:__Sagruce. Pine. Fur:_S_ Pine Variances Granted:__________M_�___�_ Solid or ------------------------------------------ Filled Ground:_.Fj,],lgtj______Roof:_Shiuglas.-_ OWNER INFORMATION Method of Heating:__EjQQLrlQ___-___- Property Ovner: Pulte_Home Corporation - Phone,- 733-7300--__ Moiling Address --------------- Jacksonville, 14---------------- Jacksonville' Fl. 32256 ------ ---- - - -------------- Zip'-------- -- CONTRACTOR INFORMATION Contractor: Pulte Home�orpora o Phone: 733-7300 Mailing ----------- -- -- - --------------------- -------------- Addreps:__ Rn,1 phi 1 1 iig 14,gg Zip: 32256___ N CC—C057891 Expiratio%-31-98 License u:abQr:____ Date:______________ --------------------------------- I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SANE TO BE TRUE L` AND CORRECT. ALL PRGVISIOKS OF THE LAWS AND ORDINANCES GOVERNING THIS.TYPE OF WORK WILL BE t, CONPLIEO WITH. WHETHER SPECIFIED HEREIN ORT RANTING tHC GRANTING OF A PERMIT DOES NOT PRESUME TO }ii►►E GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL. STATE OR LOCAL RULES REGULATIONS; ORDINANCES. OR LAWS IN ANY MANNER. INCLUDING THE GOVERNING OF CONSTRUCTION OR TO PERFORMANCE OF CONSTRUCTION.OF THE PROJECT. I UNDERSTAND THAT THC ISSUANCE OF THIS PLRRIT tS CONTINOEHT UPON TUC ASOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AMC SUPPORTING ♦��JJ DATA HAVE.SEEN OR SHALL BE PRO DED AS REQUIRED. Ovner Signature Contractor Signature__, .+14• �n•.a4.•y n�\ix ii Jr4•i•J.JI`.1,�r\..1..sG ih i••J.�..s`J.,"J.J...J.r�.JF.J..4 J.ik Ar\i�al J•i•J...J.J.J6 J.�.J,..�I.'iG i4 ert�ei Jn.�dA it i\i`••i4 JF iY Rw i4 i l i�+[•.s4•J�%i sY Jing ili'rte ih i�n��l"rn%i��i�i� � . 4 M /4 04 4/6 A l M 4 /4 Ik i\ 4 I4. Y l4 A i\ 4!\ 4 4 < A `4 • .4 , SUMMER CALCULATIONS BASH AS-BUILT ORIEN AREA x BSPM = POINTS TYPE SC; ORI EN AREA x SPM zt SOF POINTS -------------------------------------------------------------------------------- N 1 5 . C)CI 65 .8 997 . 0 SGL CI,R N 15 . 0 40 . 7 . 90 548 . 9 E 29 . 00 65 . 8 1908 . 2 SGL CLR F 15 . 0 84 . 9 . 88 1 1 1 9 . 1 SGL CLR E 14 . 0 84 . 9 . 75 8€37 . €3 S 54 . 00 65 . 8 3553 . 2 SGL, CLR S 20 . 0 73 . 2 84 1223 . 0 SC L CLR S 34 . 0 73 . 2 . 89 2223 . 3 ------------------------------------------------------------------------------ . 1x2 x COND . FLOOR / 1'Ca'I`AL-J CLASS = ADJ. CLASS = /'DJ GLASS GLASS AREA AREA FA(V) OR POINTS PO NTS POINTS ... --..._._....__..__..__..._..__ _......._._-._.____.._..-..._._-_--._.... ._.__...-_. . 15 1 , 094 . 00 98 , 00 1 .674 6 , 448 , 40 1CI , 797 . 7€3 6 , 002 . 19 NON�GLASS_..__.__...___..__..-_-. AREA. x BSPM = POINTS TYPE R-VAi UR,, AREA x SPM -- POTNTS ------------------------------------------------------------------------------ WALL<I..._..__.____________- E?xt. 92:3 .0 . 9 8301 . 7 Ext. Wood Frame 110 923 . 0 1 . 70 1569 . 1 Add 238 . 0 . 7 166 , 6 ; Ad j Wood Frame 1 1 . C1 2380 C1 . 70 166 . 6 Ext 20 . 01 6 . 1 122 . 0 Est Insa. laLed 20 . 01 4 . 101 82 .01 Ad j 18 . 0 2 . 4 43 . 2 At3.,j Insulated 18 . C1 1 . C2C1 28 , 8 CEILINGS-------------- t UA - --____._.__.__....-_ --- UA 1094 . 0 . C2 656 . 4 Under. Attic 30 . 0 1102 . 0 . 6C1 €;61 i Under Attic 19 , 0 62 . C1 1 . 1 C1 €r8 . 21 FLOORS--.-____- -._...._ - -___ S 1b 163 . 0 -37 . 0 -6031 . 0 ; Slab-on-Grade . 0 163 . 0 -41 . 20 -6715 .6 INFILTRATION---------- 1094 . 0 -_____.__.--_.1094 . 0 8 .0 8752 . C1 ; Practice #2 1094 . 0 8 . (ICI 8752 . 0 TOTAL, SUMMER POINTS 15 , .337 . 68 10 ,614 . 49 TOTAL x SYSTEM = COOLING TOTAL x CAP x UUCT x SYSTEM x CREDIT - COOLING SUM PTS MULL POINTS COM.PON RATIO MUL.,T MUL,T MULT POINTS _.__._-.-_--_..__.._._____ _-.._.______.__._.____.__..._.___...._._._.___.___._._....-___. --._.._ 1 5 , 337 . 68 . 37 5 , 674 . 94 ; 10 , 614 . 49 1 . 00 V070 070 . 340 1 . 000 3 , 8(x1 . 55 J�..1,.J.JI��J�iY+�.a.F.J�i'.GJu•.i•,iY n�n`J�J••.a4 A,`i`i�iw'�4`%u-V'.iie�s�•tM•L•J�,i�..••ii J4 e4 e4 J•.I4!'.i'Y i�Fi iv.i\ii;f�s`��f'ii it...t.n�Jos JM1.J«.J�;J.J.�.%..S.�\as'�ati ip ik a'IF�u`•I•a'•Bao••!i a'IY a•Y B1 � .'. e 4 4 I4. . .. . BF .. G4 4 4 . A. 4/4 . B4 ,:.G4 BY W1 N'CRR r;AT,CCJt_AT !. +"N( ; n i':n n n n n"i%n is iC n n n i4 iC i4 n i4`si i!i:'n'n'n:ii;n n+u'iw iC i�:'iC n.n iv n+�ii n i�i�s%+�"n n'i i i4"iv ii eL n n`iC ae:iG n.iv n.i.i�sC n i�;aBG n.is`aBt.'it��'n i"i.iC n`i•a"J. BASE - AS [ICI1 L I GLASS ._.... ....-- -- --.....-_...- _. -- OR I j,N AREA. x 3WPM = POTN T S TYPE SC ORI:EN AREA WPM WOT' POINTS --------------------------------------- - ---------------------------------- -------- N 15 . 00 -10 . 6 - 159 . 0 SC L C;LR N 15 . 0 1 3 . 8 1 . 09 225 . 8 R 29 . 00 - 10 .6 -307 . 4 SCl, f;LR I+; 15 , 0 -3 . €', . 27 --1 5 . SGL C;LR T? 1 4 . 0 -3 . 8 -- . 50 26 . 8 S 514 . 00 -- 10 . 6 --572 . 4 ; SGL CCR S 20 . 0 --24 . 0 . 90 -431 . 1 SCaL CCR S 34 . 0 -24 . 0 . 94 _767 . 0 _._- . 1 5 x COND. 1{l.iOOR f TOTAL GLASS = ADJ . 2C CLASS = AI147 GLASS i GLASS AREA AREA FACTOR POINTS POTNTS PO[N'TS ------------------------------------------------- -------------------------------- . 15 1 , 094 . 00 98 .00 1 .€x74 - 1 , 038 . 80 -1 , 739 . 46 _960 . 74 NON GLASS------------- AREA __.___.___.. ----_AREA x 13WPM = POINTS TYPE R--VALUI{; AREA x WPM = POINTS -------------------------------------------------------------------------------- WA[JLS---------------- Ext -------.___.__.__- -_Ext: 923 . 0 2 . 2 2030 . 6 ; Ext: Wood Frame 11 . 0 923 . 0 3 . 70 3415 . 1 Add 238 .0 3 . 6 856 . 8 ; Adj Wood Frame 1 1 . 0 238 . 0 :3 . 60 856 . 8 DOORS-----_...--._--_-_----__-._..- Ext: 20 . 0 12 . 3 246 . 0 En TnsulaLed 20 . 0 9 . 40 168 . 0 Ad j 18 , 0 1 1 . 5 207 . 0 Ad j Irrsul eked 18 . 0 €3 . 00 144 . 0 CEI:LTNGS------------- UA -..----.-.--_ --.__ -_IIA 1094 . 0 1 . 2 1312 . 8 ; [)rr.der Attic 30 . 0 1102 . 0 1 . 20 1322 . 14 L)ndpr Att f , 19 . 0 62 . 0 2 . 00 124 . 0 FLOORS---------__ -_-._-_..-.-_. Slh 163 . 0 8 . 9 1450 . 7 Slab-on-Grade . 0 163 . 0 18 . 80 3064 .4 CNF'TLTRATTON----------- 1094 .0 -__--_-___--..1094 .0 7 . 4 8095 . 6 ; Practice #2 1094 . 0 7 . 40 8095 . 0 TOTAL WINTER POINTS 12 ,460 .04 16 ,229 . 56 TOTAL x SYSTEM = HEATING TOTAL x: CAP x l7F.ICT x SYSTEM x C<REDIT = IIEATTNC WIN PTS MUI:I'.T' POINTS C:OMPON RA'T'IO MUT.T MULT MULT POINTS - - _^ 12 ,460 . 04 . 55 6 , 853 . 02 ; 16 , 229 . 56 1 . 00 1 . 070 . 484 1 . 000 8 , 404 . 96 i�i1%4 R\04�F,J4"n{4 Jn J..J".J:J..J.J.J.,-l.J./l i4�w%w�\.J.J..J"J..i"J..Jr 1.J..J.J.J.J.J.•.7..+n J.J...L J..J.v.el FM 3�.iP iv eu�Fi'fF i�.ol.A�s4 i�aX Jti A.%r.i`!b.Ik ii%i,it��%l 0Y%4/Jt`J4 ii i4.Jit i� * kF w.!A/4 M M!F nF!4 lF AF.'t nF!k..\sV.At IV.M✓t/A/t!F h!F.Y/Y!V,nV.Pt/4+w , ., a ,. J.J!\•n•J•is n,i�i�e�i J.J".��.•J.J"J...1.f..'.h.�..�.J.ik e•J..J....L.n.J.�.�M J"J.J"�.J.,.]�J...Jw.�..J..L f J..i...L J..J.�..J..J"iti i�i"i�i�Jr J.J..J.J.J.JM.•/J..L.J.i`a�iA i'�`i`•iw ai i`iw ii T3ASI., :: - NEJM OF x MULT TOTAL TANTS VOLUME FU ['A]`•II^ x Mtf9N x (:RF;llIT TOTAL 9EURM a RATIO MULT -------------------------------------------------------------------------------- 3 3803 .0 1 1 ,409 . 00 30 . 92 1 . 000 3638 . 7 1 . 00 10 , 91V00 n�'A`,n`nnnnnnneCn nJ.">ii iCnnn/�n::nnnn;nnnn"iGnn�",'iC',JC'J/Cn or niA,w ivn n',iZ�:niu"nn,'iF i4'/'LniHn�::,Jfn"3G'iknnn,�,�an'n nn'J,e/"ie.ii'a'ii,iC a; SUMMARY A/J4"!F It M%4 IA%!K 44 n%1./A I4 K 1Y R./k A�I!J"F IN ri%�K IY%Y K,,�%4 I�A ft h%A%��%fi%4%Y%Y I4 A I\%4 IY!F/4 h A A�4 A%4 I4 M K Int%4 J/t h l\r�%•%Y K A%\Int dJri%4 n iC n n n'n n"n BASE COOLING HEATING TIENT WATER TOTAL COOLINC BEATING HOT WATER TOTAL POINTS + PO NTS + POINTS = POINTS POINTS + POINTS + POINTS = POINTS -5674 9_ -_ 6853 . 0 11409 . 0 23 , 936 . 96 3€ 61 . 6 €3405 . 0 10916 . 0 23 , 182 .'.`i`2_, ii'i 3i n n ii it"n iC'iC iv.n,�n n iv eF` EPT 96 . 85 n n eF"n.si n o.n n n iC ia'n n iw eF`n. , KNRRGY GU! K, For dciai / ",d mformahiom K ihe 8P1 raAog number ' .^ or for any ITEM listed , ask your Builder [or EP[- 96 . 8 DCA Porm» 600A-9] or Form 60O8-93 0 70 20 10 40 50 60 70 80 90 100 . ______---_-_____-_--_________-__-___-_��-_ . ` ' The maximum allowable EPI is 100 . The lower the EPZ the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SZMGI^ C[B DBL 7,ZN'C WINDOWS . . . . . . . . . . . . . . . . . . . . . SimgIe Clear -------------------- / INSULATION . . . . . . . . . . . . ^ . . . . . R-10 R-30 Coiling R-Value . . . . . . . . . 30 . 0 / --------------------)( ' R-0 B-7 Wall 8-Valoe . . . . . . . . . 11 . 0 / --------------------}[` R_0 R-19 Floor B-Va]we . . . . . . . . . 0 . 0 ` 7(-------------------- ! A[B CONDITIONER . . . . . . . . . . . . . 10 . 0 SEER 17 . 0 SEER . . . . . . . . . . . . . . . . . . . . . . 10 . 0 ! 7(-------------------- / 8EA7IN( SYSTEM . . . . . . . . . . . . . . 6 . 0 @SPF 12 . 0 . / Electric HBPF . . . . . . . . . . . . 7 . 0 -------------------- WATER HEATER . . . . . . . . . . . . . . . . 0 . RO 0 . 96 Electric 8l7 . . . . . . . . . ^ . . . . 0 . 92 ' ..........>[---------- � 0 . 54 030 , ` �ao DF . . . . ^ . . . . . . . . . 0 . 00 / --------------------- . 0 ' 40 O ' 8U . / Solar EF . . . . . ` . . . . . . . . --------------------- / OTHER FEATURES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Z certify that these energy saving features required for the Florida Energy Code have been installed in this house . B u J.1.d �dre Signature A � K J)uLe : -� Cit9/ i ----- ' ,6 Florida � Em r��' C�r�e �n; ��n� �o�ot�nct�o� - 19�3 - - - -89I� �ARD43 Florida Department of Community Affairs FL SYRTAL # 7116 04- 18- 1996 WHOLE HOUSE; HEAT GAIN / HEAT LOSS CALCULATION USING FLA/RES( c) DATA FIL0,,' ( BASED ON A . C .C . A . MANUAL J - S4V2NTH EDITION ( c) 1986 by A . C . C . A . 1 Project name 1094 Address LOT 5 HIDDEN VALLEY City/State Owner Builder NORTH FLORIDA CLASSIC HVAC contr . MCGOWAN' S A/C Cond FIr Area : 1094 SF * GLASS/SF RATIO 9% * House Faces : East: * Climatic Conditions & Design Conditions * - ------------------------------------- -------------------------------------- Geographical Location : Florida : Jacksonvi3k, - ----------------------------------------------------------------- ----------- North Latitude / Elevation 30 Dog , 24 Ft . Above Sea Level Outdoor Winter Dry Bull) I 32 Deg . F Indoor Winter Dry Bulb 70 Deg . F Winter ( Actual ) Temp .Diff . 38 Deg . F Winter Temp . Diff . (wTd) 40 Dog . F Outdoor Summer Dry Bulb 94 Deg . F Outdoor Summer Wet Bulb 77 Deg . F Outdoor Summer Hum . Ratio Gr/Lb 114 Indoor Summer Relal-tive Hum , 50% Indoor Summer Design Gr/Lb . 49 Indoor Summer Dry Bull) 75 Deg , I' Summer Daily Range 19 Deg . F - M Summer (Actual ) Temp . DHE . 19 Dog . F Summer (User Sel ) Temp . Diff , ( sTd) 20 Deg , r,' --------------------------------------------------------------------------- * HEATING SUMMARY * 1234 QAT * COOLING SUMMARY I,- SUBTOTAL 21220 . 04 : STRUCTURE SENSIBLE 9825 . 46 : MECH .VENT- 100 Cfm 2090 . 00 j' SENS . + MICA .VENT 11915 . 46 iTEMP' . SWING @ 3 DEC . 1 . 00 , OCCUPANT/APPLIANCE 3000 . 00 DUCT LOSS 1061 . 00 ; DUCT GAIN 1491 . 55 TOTAL LOSS/BTUH 22281 . 04 ! TOTAL SENSTBLE 16407 . 01 'ITOTAI, LA'T'ENT' 6629 . 56 SENSIBLE + LATENT 23036 . 57 20% OVERSIZE FACTOR 4456 . 21 120% SENS .OVRSZE FTR: 3281 . 40 ACTUAL + 20% OVERSIZE : 14915 . 46 : SENS . + 20% OVERSIZE: 19698 . 41 HTG FTR = 430 CLG FTR = 22 . 7 : CLG DESIGN CFM 723 . 41 EQUIPMENT SELECTION * EQT MANUF CARRIER CU MOD # 38YCB024-3 AHU MOD # FA4ANF0300 HTG TNP/BTUfl ll'f.'G O1.J`IP/BT1J1l. AFUR/HSPF 7 TYPE UP SENSIBLE BTUH LATENT BTUH 23800 TTL CLG RTUH 23800 TONAGE 2 (S)EER 10 CLG CFM 1000 HTG CFM 1000 It r i d a I 3 0-1 i I d i g Y- fi' 1,f i c i 1-1 c.,Y, R a L i 11 g S vs 1,e m's foo, N wF�ei,,; i(14,n t i I B i i i I d i.n g s ,.tLe.rs Name - G 11,B R RT M'11 Raters C,o r I c a 1: i o n # 044 St-rtetAddr(-.`ss : LOT 5 Ci ty : IITJ)DFN VAI,I,,]'!,-Y .Y: 'ouray 'Fnput. Co Al ri t N o Cl .inert e Zone : NO R'1711 End Use Fui.A Costs S:j.t Energy Scoy,c Site Costs Cost Scor(_ $ MB t u % $ cooling: 23 . 7:1 3 . 9 87 92 85 heating 23 . 73 8 . 5 81 201 85 Light i rig: 23 . 73 2 . 5 42 59 36 Misc : 23 . 73 5 . 4 63 127 60 Refri.g: 23 . 73 5 . 3 42 126 37 flat W a A.c I., : 23 . 73 12 . 4 40 294 14 . Dryer : 23 . 73 2 . 6 65 61 27 Stove : 23 . 73 2 . 2 65 51 33 Poo-1 : 23 . 73 t1 . 0 0 0 TbTALS 42 . 6 68 , 011 Oil 55 Fst imat ed Annual S.itc, Energy Use = 4211 . 62 mlltus Estimated Annual. Purchased Energy Cost $ = 1011 . 41 Total Energy Rating ( Energy Scurf:, ) = 68 . 12 Total Cost Rating (Cost Score ) = 54 . 51 Rating Rang<-� Low Use Low Co s, L. High Use High Cost. MBI-u $ MB t u $ Cooling: 1 . 3 28 21 . 0 467 11c.,a t. i rig 1 . 9 39 37 .6 502 Lighting: 0 . 7 17 3 . 7 83 misc : 1 . 2 28 12 . 4 277 Refrig . : 1 , 4 30 8 . 2 182 Hot Water : 1 . 1 11 20 . 0 339 Dry(�r : 2 . 1 20 3 . 4 76 Stove. 1 . 8 17 2 . 9 69 0 . 0 0 0 .0 0 TOTALS 11 . 4 190 109 . 3 1996 iWNER/AGEN'S.' RATE ----------- DATE DATE "79 Truss Connections Plan 1094 "C" Pulte Homes, Inc Truss uplift Truss Stud to Double Stud to Sill Left Inter. Riq7dt Connection Plate Connection Connection T5 _ _ 430 440 200 -HDPT2 ; HCPLL ; HCPLL - TYPICAL - - - TYPICAL T6 500 500 HDPT2 ; HCPLULR TYPICAL t TYPICAL `ALL OTHER'S <510 f <510 (1) HCPLULR -- _ TYPICAL TYPICAL Where RTPGA830 is indicated install two (2) SYP studs (Min.)under each bearing point. Toe-nail trusses to Dbl. Pt. with 4- 16d com. Typical: TPP4 at sill and double plate at 32" o.c. (Capacity: 395 plf or 790# uplift for trusses at 2' o.c.) Nail with 8 - 10d com. HCPLULR Uplift Capacity: 510# ; HDPT2 Uplift Capacity: 880# w/ 8 - 8d com; RTPGA830 Uplift Capacity: 1950# Simpson LTT20 Uplift Capacity : 1750# ; MTS27B Uplift Capacity: 3745# All connectors are SEMCO or equal (U.O.N.) jkpPROVED My F ATLANP 1997 tMACH tvREE'VAPR 0 7 t�AR 2 5 1991 MLeach . City of and Z°Ing Building 2$/ ' Zl Jeffrey K. Hulsberg P.E. (904) 886-2401 .S I� �r ■I� 11111 SIENESE ' � �► ■111 ■�■,■ ■�■�■■�� NMI■ ■I� -- Sol ■1;,� � , �iiii�ai�ai 1 - e ... -- dpi: • p. :. � I� ion; 17-0367) �ygpp 2x4 Sp N 4 TiPROVIDE UPLIFT CONNECTIONS Al BEARINGS AS INDICATED. 11991 SBC) 007 CHORD 2)14 SP 02 N UPLIFT ((LB): 260 350 WEBS 2X4 SP 03 BRG.LOC IFT): 0.00 11.38 TRUSS DESIGNED FOR 100 MPH WIND 15.00 FT MEAN HEIGHT WITH DEAD LOAD OF 5.00 PSF (TOP) ANO.5.00 PSF (BOTTOM . DEFLECTION CRITERIA IS L/350 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. 1#1 HIC�SIGGNED AND TENOSYERORICAL.00-00 JACKS WITH 2 PANEL TYPICAL SIMPSM 09 EEQUAAL (- ■FTIHA REQUIREMENTS TOP• A 61610 CEILING OR CONTINUO"5 LATERAL BRACING AT 24' O.C. -�---a4*-UPLIFT MMT* �--- ---��--� aro HANGER *xx'�--�- KJST ES PROPERLY ATTACHED TO THE BOTTOM CHORD. H8 -4551 WaCke Only) HUM - ► 27510 -1285# %Od #ply NTS12 ■ -10000 HUS26 - 4 33150 -15901 150 1ply PROVIDE HANGER AT LEFT ENO OF TRUSS FDA 723.22 LBS. 1ITS12 -2000# 2 t:A HHUS46 - + 42490 -16601 Od 2piy HTT268 -37860 Each) (10d1 HHUS48 ■ a 51801 -2000# 16d 2DIy UTT209 - -445b#loch) Eachlli6d) MUM - a 65404 -2199! Nd 201Y MST60 - -4888Aer 2Ply) XGUS49 - 18000! -26500 !6d 201Y CS150 • -16501 KOUS5.5- +113356 -34456 164 301y1 REFERENCE MOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGEA DETAILS 9loN 5'l0• —� 4x4 12 5 p Q a p1 N N _ x4 x4 u1J tile' 1'4• 1 ,14 -240 -24# R-7230 U-260/ Rv-844# U-3509 W-3•0 PA -TYA4—A P, N OESIGN CAM-TPIT - 2 JOTAL - 2 REV. 7 A _'*"sou Maaa"m zw— "alfa"omw WNW cNE 02/06/97 Tc LL 30,0 PSF � *IMPORTANT**exam wi at owasuou m swr ARMING in MAIaI010, aac = me lee `'►`► TC DL 7.0 PSF ATE 02/06/37 dozom rum M""am CR um rECtrIG?FMK OR or 4"aw.R!Nib-#t M wi.ata""aMMN •• � �4PLO)^W MUCO 09 TAM W f.MlCf"M NAVA Olt{w WL, M MOTIONAL lECYL IO 80010"Acm Rr �-MAW eau aw"No AM M am Mo.SIUM M4TTAa ASTM au4�TEAEEas,"M wiew E%muga Ta � BC DL 10.0 PSF RWG Aap N•OOLT►T a4Nt1T01.a1►LY falUaC�TO ua IACa 0/ TAdp awu K••s.r r aAtaeO IUTX MOMLO 0. PSF �E TEWa•Aw wk={TM MIN a0CA1A ar TMTa CUM* P OIITIN L►AMM PL"GW aa&WHI& MUM 000 • 6601 � LL aT wwass no E ou"no, uo 4 AaaA-r,auur Summau HATH onomA►r"am 0"39 alTwo-mom � SfA�� TOT.top, 47.0 PSF 0/A LEN. 11-6-0 WMA gm"AGat6 MOYAtM10 ar as is W.an iarallawo x"m Tm6mco •own piunl 146 WblrJt ♦'.- ieeo mum»Rife Tr TK ooa"w awavas,Mae ww""Appu"13M.nom ago"Of Tru �., �a f;: Okq FA1. no mv. Am w" EL v, Mor w AMr amm MMt► To Tit MtgKtaE. •, '••�• ' FTC"111tr allaElE"alwxner ,,,,,..,• SPACING see a6eve voc SPF . 3 I 7 T 4' GABLE INPA " (LOA05NP 1 ] YTRUSS TOP CHORD 2x4 SP 12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 S8C1 501 CHORD 2x4 SP I1 Dense :62 2x4 SP s2 N: UPLIFT 40: 690 620 WEBS 2x4 SP 43 :X2 2x4 SP 42 N: LOC ( TI: 0.00 23.71 RU8S OESIGNEO FOR 100 NPH WIND. 15.00 F1 14EAN HEIGHT WITH DEAO LOAD OF 5.00 PSF ITOP) AND 5.00 PSF MOTEW DEFLECTION CRITERIA 15 L/360 LIVE A610 L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. -------- -----------------------N_�.»«..�-------- A RIGID CEILING OR CONTINUOUS LATERAL 8RA6ING Al 24` O.C. TYPICAL S11490N OR EGUAL QPLIFT/HANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. l+)-Gravity H•UpIIft SPECIAL LOADS #Mx UPLIFT aem N1m HANGER MMm H5 v -4551 Wack$ Only) HUS26 - + 27514 -!2661 10d tolyl TC---From 74 PLF at -1 33 to 74 PLF at 4.00 14IS12 - -10001 HM26 • + 33151 -L55W t6d 101-11 1C - From 106 PLF at 4.00 to tO6 PLF at 11.33 NI3 12 -20001 2 FACh HHUS48 ■ + 429941 -16601 to 2pty1 1C - Fro* 74 PLF at 11.33 to 74 PLF at 25.33 NTT28B -37654 2 Each lOd11II NHU84B : + 31804 -2000016d 201y1111 BC - From 20 PLF at 0.00 to 20 PLF at 4.00 NTY268 - -445WEw ach 11613)1 IIGU548 -1 66401 -2199# JDd 2ply) 6C - From 29 PLF at 4.00 to 29 PLF at 11.33 NST60 - -468812p yl 11 NGUS48 - + 60000 -2650# 1613 2o1y11 6C - From 20 PLF at 11.33 to 20 PLF at 24.00 CS150 - -16501 HOUS5.5- +113351 -39451 30ly 8C - 145 LB Concentrated Load at 4.00 --------------------------•----- ---------- --- 6C - 496 L8 Concentrated Load at 12.33 REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 12' 12' 4X4 1.5703 .5X3 1.5X3 .5X3 �2 1.5X3 .5X3 5i7 v 1.5X3 5X3 5X3 w I.5x .5X3 a 1.5X3 •5 .5X3 44" 5X3 .'1X3 (At) Tlutmod e' 1.5X3 .51(3 1.5xj 1.5 • 1.5X3 1.5X3 24' 24' • 1 0 49 F RY-17941# 046900 W-3.8 Rv=15990 U-6201► W-3'8 P T -TYPE-A 0 iGN CR =TP TY • T T 1 R 7 A - g x�Kw uosNcaaeo reaMix ug. luma mewoe augw:uae 02�O6Ig7 TC LL 30.0 PSF REF *IMPORTANT*N muu►o►re mnrwrue rs0 iw WARNING = wicum awim .w MWIN.FmOw WU ou4w a sae UNW34"Ok w aur MUM.Ul M&-ft w rr4. ret nue GEurx .�`'`Ijg` ''��,, TC OL 7.0 PSF OATS 02/06/97 rEwru 10 ouuo 1xe smso ew oaiomrwet 14w urp w a4. ra Eooumra oreo4w Mw iew~w At Q was crlioemwo uo xwr a sow aur. UM MMUM asr 0141 AKIL ww orwewo0e rwuua ra - SC DL 10.0 PSF RW uw om•r WAR u b4=.'0"004=109 10 owe rwe ar aero ukk*ureoueY•wGEo 14tH r IN .•eppll + away AN MAN 01o0nusE WMA00 sw40rwrr► NUTUx. �r,r1w*rm•mun000•owwxmai.e0ru0 olms m - 9C.LL 0. -P$F� Jae. cu"C ao ra am="0% w s r0ow.swaa nrw m swwwC+u/ures ww MAW.-at _ aTA�e DF' To LD 47:0 f5F 0 A EN. 2'4-0-0 cgwawlwrr�oarus pamnssw or No a tot.AwarrtErp•s rupNs•"wwA.irwtr ruuou rew rwa - err w sa0 amww�ra o0 10 n4 caMwar wrsxw wr erlmru n0uo+►rmr.www 0 4aw•o►fru aoi Q• DLIR.FA 1. w�n..wm"K ow"Alremw. wy.to"va"eru "S"M rw.wm�ew.eQ We~vwwn.w ,"��it.....�� TYPE 5P SPACING see sbave J T T3 24' COMN THIS N F P l q T A N N f Y I NF `OF CHORD 2x4 SP 42 N PROVIDE UPLIFI CONhEC 20NS AT 9EAAINGS AS 1JIOICAlEO, 199! 3801 90' CHORD 2x4 SP P2 N UPLIFT (LB : 470 470 MESS 2x1 SP 43 TRUSS OE9[GNEO FCAJOO MPHIWING 15.00 F1 MEAN HEIGHT 111H DEAD L040 OF 6.00 PSF (LOPS AND 3.00 PSF tBOIIM D@FLECTION CA11ERfA 15 L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. ---—-----------«----------------------------------- A R:G10 CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. TYPICAL SIMPMN'REEQUA`L UPLtFl/K R REOUIRENENIS *A- BE PROPERLY ATTACHED 10 TILE BOTTOM CHORO. 1 MSM UPLIF1 Mao XMI ILIfM H5 - -45511,jacks Only) HU926 275"L9451"2961 1Od 701y NT512 - -10001 HUS26 ■ • 33151 -14601 i8d Iply NT9J2 - -20001 Re HHU54S - + sts9I -18601 lad 201Y N1T268 - -37961 Eac 1iOd) HHUS48 - + 51801 -20001 16d 201y AYT288 - -44551(2 Etc (1166d0J1 HGUS48 - + 68401 -21941 10d 2QIV �IST80 - -46881(w ply) HGUS48 - + 80001 -26401 16d 2401V 05150 - -i660/fE_"h _ _I HGUS5.5- +11335/ -34 '411116d_3pIV REFERENiCE�HOL14ES LWOER DETAIL SHEET FOR UPLIFIA"GER DETAILS t2' 4K4 5 p 1.5X3 .5x3 v � 3x4(AD 4(A l l 24' 24' AY-12270 U-4704 W-3'9 Rv■1227x! U-470f W-3'8 PAGT ■T T i_ ' P R T-FP REV. 7 �1 ■0 7 upsw 4w>�o .ww1h uc• INNim"scam Ilium cm 08/05/96 TC LL 30.0 PSF REF 1*IMPORTANT*)(&u wT w 44uar41ac ra un ARMING Jur mm1Aa wu3ar no (� 1uu ptYwt4w Ma1A Tuts o[sI4M OA TAClI VfR1/tW10N. Y INu MLCIM. Nt 1!1.11 IV Ot.Of TWJ MUM �� '�+��+' TC {)L 7.0 PSF Di1TE 08/05/96 n IrN4W!TO W1u 1K iMIMI W CO~M tt KIM WY tY 101- FOR AOOI116"IM4CM ICAKO � WCW Of ALP14 Qm4c=w AN WA OF sax,sur.sTrn now uT1 wowwlk."m umsut maxam TV BC 0L 10.0 PSF OA �`�\\ A444 0 4 4u4'T AS h0m. AMLY COU CTM TO tAta FJCt 6 CH Mo ft"It NItM"T wCco xJTx opo" TOM AwWs.E44 0114muc%awn 04 no Out" MC41Tm LY moo MlUM b"Dom 4011N C14M _ S6� � SC LL 0.0 PSF JOE • C4rUMM A4r1 OM Y"M 144 s 144A-M. OWN 11MCAAM 1110 MMWMV 01$=14 Moto C L&W--41t Ate of = TOT.L0. Q7.0 PSF 0/A LEN. 24-0-0 Cw41Yr 1VYYLTCA41t""03"w mn 4 In. AM!nota-4 14TM0rtCA1 V4ATL q/TION/as MMDfa ` 0x.1 as T414 Wkws ApoLm T1 110 00040441 ONTCT4c am :04YW 1 uMuwta.:w i$H a dw O.Tws ': oma 0 •' DUR XAC. 1. 1 1aO AM IPWA tW• WW AM IM rut. 4W 4 Ut IMA! Now. '•i 1y, „`,J Y_ . SPACING 24.0' p COMN a I• I h: 7- H COMPUTER A q MRN I TOP CHORD 2xA sP 12 N PROVIDE UPLIFT CONVECTIONS AT SWIMS AS INDICATED. 11591 iff SOT CHORD 2x4 SP 12 N UPLIFT (LB�: 120 PLF WEBS 2x4 SP 13 BRG.LOC (FTI: OVER CONTINUOUS SUPPORT TRUSS OESIGNED FOR 100 MPH NIHIL 15,00 FT MEAN TEIGHT WITH WAD LOAD OF 5,00 PSF (TOP) ANO 5.00 PSF (BOTTOM OEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD, ENCLOSED OA FULLY OPEN BUILDING. _ A RIG10 CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. TYPICAL SIMPSDN OR EBUAL-UPLIFT/HANGER REGUIREIIENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. _ _ 1+1-Gravity 1-I■Upllft ALL PLATES ARE 1.50 EXCEPT AS NOTED. »-----NMN UPLIFT NNN ---------- NNN HANGER xxxM� - H5 - -4551(JaCk1 Only) HUS26 27511 -12BU 100 1ply! MTS12 ■ -10001 HUS26 • 33150 -1'5600 16d 1ply1l MTS12 -20001 2 U fis "S48 - + 4299! -1660/ 10d 201y MTT280 -3766# Emec10d} HKP34S - + 51600 -20001 6d 2plyMr728B - -443'5# 2 EsC�p1d HGU348 - + 66401 -2#99# Od 2ply CCSSJ50 - -16500 aach) lY) HHGUSSS.5- +11335# -39450 15d 20 REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 13' 13' 4x4 12 5 v a 3x4(A1) a 4(Al) 8, 3X4 3X4 , �-'-� -�- 26' wig 81 Fiv-1223# U-5100 W-3.8 Al-284 p-II W-3' P T TYPO-b °N 0 GN CRFT�TPT T TA R V - 903 7 7 "' norssssm ""°� - Tawas aaanis�"' °"' 02/06/97 Tc LL 30.0 PSF F IbfPOFlTANTNM.Ntt. ■aPw.:W►a+rwr AFiAl1iVG tN NtAaIrO aaccTtar as ,,uta .,, TC DL 7.0 PSF OATS02/06/97 �ee [A446 e+n.TaaN rasr TNM aeltaN a xesr anreutuT sow w aNr ssacta.M1 ta1-et ar at•su wm ssstsN ��MSAs ra 1113"nc wM IN mrawwiu NOW�uu w Wt. ra 1=71O w rwu##fuer#weirs a !�uds cmumis AIL New w W"asw.JIM M UXN AM outs "s.w""*no* a trDwa" TOP 8C OL 10.0 PSF Ma 000►1 M M M, MRV=VbMC M w OauH I'M a/ O M aNLLL49 AATOMY were NttN Soda MU-Jro aura#TWAaU LOW4 s.aN THI14RUN aaIM11 1i•aTraatats.P *M MAMOa.•aassaN.saas0: :N3fOf 8C LL 0.0 'pS1 J1B� ON"M a Psa amume tts, 1311 tsar•#.eotaaauranoa ruN eJarM.r•ATTap010 RUM eeww-.U4 TAT!OF C TOT.LD. 47,0 P81= O A LEN.'98-0-0 earaw w++wtcr.r aasrnrsri v taa•e'arJ.aM aNitrisR•e sorts#Kc+wrx usnx wast as nano �. .FAC. 1.33 WAL 40 Touts mamaim MOIL=to xat eawsw aartem am tam:Iu mmot.A asw w x131 Z 0FA w ar.t ars aMM.t Mss Ret 1IaN UK OTM wr. M as• r ..........,........... ... , ........w» ....«.......,........ «.»......,.. ,��..•... ��,, SPArymr. 'f1 f1- lyvm . p . . n T4 F H R NP1 AT1 N r;Y.- ;,Hm 2x4 SP 12 N .T2 2x4 SP 01 N: PROVIDE UPLIFT CONNECTIONS AT REARMS A9 INOICATEO. 1991 SBC1 07' CHORD 2x4 SP 12 N UPLIFT 1Lq' 430 440 200 WEEW 2x4 SP 13 BAG.LOC T : 0.00 20.75 28.71 TRUSS OESIGM FOR 100 MPH WINO 15.00 FT MEAN MORT WITH DEAD LOAD OF 5.00 PSF (TOM ANO 5.00 PSF (BOITW. OF=LECIION CRTTERIA IS U360 LIVE AND L/240 TOTAL LOAD. ENCLOSED 0A fy% OPEN BUILOING. THIS TRUSS MAY NOI BE LOCATED _ HITHIX A 8.50' END LONE FRON EDGE OF THE ROOF. -- �:J",-- IBEE CEILIPROPERLY ATTACHED TO THE�BOTIONNCCHORD.A1 24O.C. TYPICAL SIYPSnu OR EQUAL UPLIFT/HANDER REOt11RERMS Til-Grtyily l-1�Lp1S1t SHiu ALL SLPPORTS TO SOLID BEARING. WWI UPLIFT AWx INN Hawis MCI H5 - -4551(Jacka Onlyl I HUS26 - + 21511 -12861 i0d Ip1Y) 9T512 - -)000/ II HUS26 - + 33151 1550/ i63iply MT312 - -20000IwAp Earl► HHUS48 - + 42N91 -16601 10d 2oly MT1288 ■ -37861 Etch {!Od1 HHUS48 - + 51804 -20001 16d 201y MT1288 - -4455! EaCel 115d) NGUS46 - + 65401 -21990 IOd 2oIV MST60 ■ -46881 or IV) WM48 - * 60001 -26504 16d 2ply CS150 -•-18B0/ NGUSS.5- +113351 -SM0 16d 3ply --•-----------------------------------------»_»�---•----- REFERENCE HOLMES LUMBER OEIAIL SKEI FOR UPLIFT/NANOEA DETAILS 4X5 1.5X3 12 .5X3 a 3X4 4X5 O1 _3xq(Al) 10 1 3 �r'�1. 4(Al) B. �. G 6x12 12 1. 4 20.9- g.3. �i 7 w 17 8.8 3�0.e 5'3' w� II 26' Rv-1078! Um430/ W=3.8 Av■l2BIIr U&4404 Wm3- Av-28311 Um200/ W+3'9 PA Y 6 - R -T - _ i . R :0%9bl AMOK oAlt"" Moan TWC. WAAW 01410149[A SW CAS[ 08/05/96 TC LL 30.0 PSF REF ' MIMPORTANT**amu wT ae PeArarsl4.s Pan AWr ARMING a ow." APCCtum me OpuTsar raox TNts MtAIW a TxL7!APresrtuulONl. a dlrt Gann MU .qm ras AT IN. WA*41 ROM .��`"u'gr' '''•,�, TC OL 7.0 PSF DATg 08/05/96 ^ FAn m To NJ"TK ism lY ooMPWNua%ITN aw 11%,rol. PMI"MUM"amok M mit""at"PA S \\\V� w:Wc OVARWAaw Ut W=9 xsA w.Y.SUM MUM UIN W40CMIL 10X10 oowlu wo-u a0. TO 8C OL i0-0 PSF ORWO A#*a•UCA"AS NOW. Mr.T 6600 M It UCH FAct w 0410 1WALL M UT1xPlr.Y SIAM 9ITN PPIOPEO 0.0 PSF BEG U TAuu Aw VUU GIM M U9 L4i1T10 M1 TWO OgI6% P40311" lF HI per PCr1O0Y OCAIK1 00"N WOOD 6� � 8C LL • GMWGM�aY1DMa 1110. W{ WA-F. GUM IT"UM PITO 0 in T A114014 THOU Ou"-•we * : wooll rvaPR:Ctltc"Maws M 1a!A m.AN fAa1Ma1•t ALP=IOD0 M WMTC pNM11 POO PPOPIA iTATE OF TOT.LO. 47.0 PSR 0 A LFh1. 26-0-0 wL a TWO MM"&WIU H trt CWPWM OM[CTa&W• 01YWL A::j0 . #L*nax i tort 40 TWO •%� 0•pS0 Q': A Y1iaT MO mm Aw OOA NAV. MA TO 1 Dau"ema. �'�. .� �11R•FSC ' �. ..� ' SPACING 24.0- JYPE SCIS gb: T r PREP;A 1 lfD r02 C-UP3 2x4 SP 11 N :T2 2x4 SP 112 It PROVIDE UPLIFT CONNECTIONS Al BEARINGS AS INDICATED. 1981 MI SgBXtTAY IAUSS NFA. ELT CHM 204 SP 12 N :82 2X4 SP T1 Dense: UPLIFr MI: 430 440 200 WEBS 2x4 SP 13 :N6 2x4 SP 12 W BAG.LOC (F7l 0.00 20.75 25.71 1RUSS OESIGNED FOR 100 IIPH NINO 19.00 FT BEAN HEIGHT WITH OEAO LOAD OF 0.00 PSF (roPj ANO 3.00 PSF (SOT18N1 . OEFLECTIOH CRiTEAiA 13 L/360 LIVE ANO L/240 TOTAL LOAO. 11 CLOS7HIN A O 5FULLY OPEN SUILOING.FROM IHISTTRUSS f Y NO1 BE LQCATEO L u1GIO CEILINS OR CONTINUOUS LATERAL BRACING AT 24' O.C. MUST 3E PROPERLY ArTACHEO TO THE BOTTOM CHGRO. TYPICAL 519PUN OR EQUAL UPLIFT/HANGER AEOU2AEHENIB (+)•Gravity 1-1*UPI IIt ----•-----_••---•--»-- ---- ------------------------«--•__- EN.[N ALL SUPPORTS r0 SOLID 8E A ArA UPLIFT MMM I rrA HARM rax • -455F1J4cks Onlyl I HUS26 - + 27511 -12861 lOd iPiyl H3 111 NTS12 - -10001 HUS26 - 331'511 -15301 i6d Sply NTS 12 - -2000! 2 Each 1 HHU849 • • AM -166OI 100 211Y NTT26B -37861 EecB !00 HHUS48 - • 5184 -20001 I6a 2P1Y N1T2BB -41551 EtCll i6dNGUS48 - t 66401 -219901100 201y NSr60 - -4668/ sr 20 V) HGUS48 - + 80001 -26501 16d ,201y j CSiSO -16501 ) HGUS5.5" +113351 -3945/ VW 301y REFERENCE kOLNES LUNSER DETAIL SHEET FOR UPLIFT/HANOFA OETAILS 13' 13' 5X7 12 1.5X3 5 ! .. a in 5X4 3X5(A1) 4(AI) 0 3 5x14 12 1. 4 ' 20'9" 5'3" �--: 8'3'6 9'6" 3'0'8 5'3' 26' Rv-1055# U-4301 Wi3"8 AY-14021 U-4401 N-3' Rv1841 U-2001 W-3"8 P��GG R5AFn T -TY - a P N A T� P - A - R V . e2i 7 wT►t oarium MwaxTO, k+C. TAAAOa"IN CUT""Cur: 08/05/96 TC LL 30.0 PSF REF 1<IMPORTANT*11 w%&wT K avowrac to Aw+ WARNING W IW JK 9RCTtAk 00 OVIATM FUN TIw etatOM a mac CA a AW 0=0. Act Nu-as w ur.W 1101 uuaw ;�, TC OL 7.0 PSF ATE 08/05/96 ^ F&UAM U fu9LO INC rA414 W CV0601ANU AIN oSTU w T01. FON AAIrt1AK U10WIK MRumor MONO 1% ': \\\V� 4LKK Mac""Art wAt v sou wr.ATm warn ATA GVMMTS.INA"eTwarw 3woTeaua Ta t BC OL 10.0 PSF R - '144 Aa•a="Ae 16M. V"CaNA ooft Tt t#tK TACE Or �AIYH a tUOUALT VAUD irTr My(A VASA AAS Lftas#Tri &"Wa llto a TWS OMM POUJ UN LV ATna6o PLYUM SKAPKK ooTTAN 04mv 1010! BC LL 0.0 PSF JBE CMUTAK TNI oA XV"IAL tae•UOA-r.aures ATAUUM Nt11 PAOMIILS AT1AWo AMU CAIL WI--SU TAtE ar = TOT.LO. 47.0 0/A 1.EN. 26 0 0 CLUVIN Woftto"AlArok"v wa s TTA.AN DOMMS A 03M UCMtW IPUM 01tou TOS"em f) t'; ACn.w no o"op Arrllo to TK cwwr K&WAN km oa9MAtt AAr6iwuw. niw or A isow w uu 0RI a:� OUR.F'AC. 1 .-39 AAO NCI sA AO TAC WON IN Ara 61M KW— WIM>e TAe Tom TI"on. �', ! I '�•rr SPACING 24.0" T SCIS J;lb' - QQ9) LOT 2-66 T T 1 INIS QN, rAOM COWUTEA Impul N M T v R F tC' Cs+0A0 291 SP f2 N PROVIDE UPLIFT COMNECYlONS Al BEARINGS AS INOICAlEO. 1991 MCI OCT vt•1010 2x4 SP Al N :82 2x4 SP I1 Oenae: UPLIFTtLBI; 500 ;500 WEBS 2x4 SP X13 6RG.LOC T : 0.00 25.71 TRUSS OESIGNEO FOR !00 MPH IJIND 15.00 FT MEAN HEIGHT WITH OEAO LOAD OF 5.00 PSF (TOP AMO 5.00 PSF 00I1rOW . )aE7ICTE0 HORIZONTAL MOYEMENT IS 0.42' DUE 70 LIVE LOAD ENCLOSED OR FULLY OPEN GUILOING, THIS TRUSS MAY NOT AE LOCATED [AND 0.23' DUE TO OEAO LOAD AT OME SUPPORT. WITHIN A 6.50' END ZONE FROM EOGE OF THE ROOF. -----------.----- r-roTEO PCVERTICAL DEFLECTION 15 0.69' DUE TO LIVE LOAO TYPICAL SIMPS7N OR EQUAL UPLIFTMANGER REOUIREMEN7S Ata? 0.37' WE TO DEAD LOAO AT K - I7-08-08. +)-Gravlly (-1-61)111t _ QEFLECTION CRITEM 18 L/360 LIVE AND L/240 TOTAL LOAD. -_-�•-srr UPLIFT MNt -_--��-----Alia MAN3EA *xy.r H5 - -4551(JaCMa DAIV) HUS28 - + 27511 -12861 iQd 761Y A PJG:O CETLIW OR COMINUOIIS LATERAL B WZKG AT 24' Q.C. MiS12 - -10001 HUM - { 33i5f -1950/ !fid 101Y MUST 8E PROPERLY ATYAC1iE0 70 7HE BOTTOM CHQRO. HIM ■ -20001ir Each HHUS48 - ► 42991 -16601 ! 20IY HT7288 - -37884EaCh lout1 HHU94A - + Sl60/ -20001 !a4 2Dly MT'l ■ -4455196eb i6u] HGUS4S - + 66400 -21991 104 201y ■ -4888/ 20 Y� HGUS48 - + 80001 -2850/ 16d 2o1Y CS150 - -16301(Fact) H6US5.5- +113351 -3946/ 16d 307y REFERENCE HOUMES LUMBER�MAIL SHEET FOR UPLJFT/HARM DETAILS 13' 13' 6X7 12 1.5x3 5X3 rn 5 p cn m 1.5X3 .51(3 in a @x14 3X7(AJ) 7(A11 L-i @. .613 ex 14 12 26' • J 9'5' 8'3-8 26' AV-13210 U-500 H-3`6 Av-1321r Ua500r M-3.8 AT.�TY -AwKeDESIGN 827 AUMc M�at1EM11R•mw=L a- rmmu aeauac UTKK CAK OB/05/96 TC LL 30.0 ASF AEF IMPOR TANTII ewtt Nor a 0amdum nH AMY WARNING tM HA64LVA waTM AN elY2A71d1/rOM Nif Ni1tY�k 1H >{IfKAT>drf a.wi wcw. ac wwi a rrt. sec atl asww TC OL 7.0 PSF ATE 08/05/96 rAAM9 94*XL0 Ad TPAM W C&MVWAWe YUN OLT7t a Tst, ro MUtM ML otcM MmMW%Ww aL at18 `'S 0 UPIre CAN>MGM AM MM a 20a C&V. staL o aiths Asa SutalmM.aMasa OIMAYNt V aCCAjo. 10 = 9C DL 10.0 PSF RW AANI a a MWT W wrt0.AFMLY esudeft"to tm FAK a cmw IN"$e LA%4"T wv.m WtH Poo" Taves Ara Y4tfl aiWMIM LaCAsse"I"WA M♦, wuuw LY ATU MM^"=S%WV IL "flw Do" '�560i 6C LL 0.0 PSF JBE • Cl"MM PM aMKM M n4 t faA-F.QMM SAAMM a KIM N M W Attwo Stale Ct7►lrr--SM atATe or TOl.LO. 47.0• F 0 A t N. -� Caw41w WoKlem a MOMlstm or Fes s TM. Ar Owlsms A0w 1406WA rail mile Fla F/cm '; C r•` ON.w MU WACA A VLM 10 44 C10004112 UPWJ!sass MA AL•MR7CAISM FliwraM a oaw ar rmu f'� QW.FIC. 1.33 c^ 1 TNaMLY A!O L / VW TM AMr a1Mta MAY. ontoll 1 T10N CaMSNCWA. ,��i,tr „',a``• SPACING Z4•O- $C S e If} 7 ' I W 19 4 OINENSIGNS1 USNIlleg NIOVIOE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. I199t Sea r,•PLIFT ): Seo No 3 Complete Trusses Required 9RG.LOC 11• 0.00 23.71 raUSS DESIGNED FOR 100 NPN WIND 18.00 Fi xEAN HEIGHT wT:H OEAO LOAD OF 5.00 PSF ITOP) ANO 8.00 PSF ATTU . FNMOSED OR FULLY OPEN BUILDING. TOP CHOAO 2x3 SP 02 N -----T---------••--------------------------------------------- 607 CHORD 2x4 SP 02 N :62 2x5 SP 12: .YPICAL SIMPSON OR EQUAL UPLIF1/iU1NM REQUIREMENTS WEBS 2rr4 SP 13 _(4l-povitp 1-1 eUp 1 i f t _ - N!lr UPLIFI•rrfl .-~--___-r- MOK* HANGER K00 -------- MAILING SCHEDULE: wj. tx3.0•jl_pal Is) H9 - -455AIJ+c3cs Only) 1 MUS25 - 4%2751,F -12561110c; iplyl TOP CHORD: 1 ROTI 0 16 O.C. HTSx2 ■ -10001 1 HU526 - + 3315! -15501 !6d 1p 1y 601 CHORD: 1 ROW ! is- O.C. MTS12 - -2000/ 2 EOCh {` 1 HHUS48 - + 4299/ -1850/ JOd 2ply WEBS 1 ROM ! 1' O.C. MST50 - 8� ly1� H • 80003 -25�% lb�d 291q BE51600 -20000050 1 TWEEN AOYS AND STAGGERACH ANAiLYER SSIN EACHO�O1u1ST0EAV0ID SPLITTING. CS150 - -1650! Ctl -- HGUS1.5- +IIM -39431 16d 3ply PREDICTED HORIZONTAL MOVEMENT 15 0.48" DUE 10 LIVE LOAD ANO 0.17' OUE TO DEAD LOAD Al ONE SUPPORT. DEFERENCE HOLME9 LUNBEA DETAIL 5+1EET FOR UPLtfT/MAAGER DETAILS PREDICTED VERTICAL DEFLECTION I5 O.aS" DUE TO LIVE LOAD A RIGID CEILING OR CONTINUOUS LATERAL BRACING Al 24' OX. AND 0.29' OUE TO DEAD LOAD AT A - 14-00-13. v:IST BE PROPEFLY ATTACHED 10 THE SOTTOK CHOAO. DEFLECTION CRITERIA IS L/350 LIVE AND L/240 TOTAL LOAD. 11 HIP DESIGNED TO SUPPORT 07-00-00 JACKS 11I1H NO WEBS. -7' 12' -- -�'--- .� �xs T 12 s D 1.51I 5x3 6x 10 '^ � 3x61A 11 �48- xs{AI) 3 6XT0 12 26' 7'4"8 11'3' 7'4.8 26' 7' 12' — -7- -2190 --.•7. -2 91 -2 91 'Av-25531 U-9800 W-3'8 Av-25839 U-980# W-3'8 PAf.' -. ro9- -TP .. V SE B wad.MPwonn PftwtA. Uc. um*"mow of aal cm 08/05/96 TC LL 30.0 PSF AEF IMPORTANTW*,wu Am 1;wPOwuu+ur AM. ARNING 1w MAIMMO. U14110 on NVINSIM PAM ON eulaM a uta P&WWATIO& 08 AW O 0lra.OU KS-01 V 01. 111 True 0191400 t,,,t�, TC OL 7.0 PSF QATE 08/05/96 AAn �t COMM rvA>y11eAA►1 rPaM111w W aft r Irl, w"low's Huta Room W10416 p/iNtl ru.M TOOv1l0 W Pr VIM COrF"ifi061 WISH OWN OY IN, PCX A001110"OPOCUL PINUMM OPaCIMS Of OAUPW COMMON-AM UK OP 141AUML wr#AV.WM11MM AOIY WMGM.wau alwCanu Nutt% Tap .�� SC OL 10.0 PSF AW& i0 OA44 O 0=1 AS 190200. OPMLr COMICIOM 10 OIOt PACt a< Cr0A61 J"K 1ATd"I 114=0=111 aaru , 5600 BC LL 0. PSF JBE MM AN"M OlLOCAIOO 0*0 011" AW01110P/ LV UU04O PI.ri000 am*"a, OOttAM CMaPO 0 Q rtana eaPtcteaa Pur OIW4MOO 11A. 110 a 11aAf.Ou"m*too" raw P0110mY AI/ACM 0A010 CU IN •-1a1 Alt OF TOT.LD. 47.0 'PSF C/A LEN, 26-00 , ANOPq "a.W INTO gamma a ft.=t0 utA GOrONtrl arcc+ap Peet d1raY{.•I�rLWlT01,,arPwlsr A ew d nru -:� OIItO Q�� DUII.'FAC. IM W.T AM M0/' 0E wiwoi IM O2AtO Y. TO 1 LOM OOrttlraC 't, ,�• �,t, ,.,r• SPACING see aboVelTvPF spec b: - ' HIP V T 9'SB THISPEPAAEO F 04 COWPUIERN 1 M N M 1T Y R 1C-1 C4OF1O 2x•1 SP F2 N PROVIDE yPL1FT CONNECTIONS Al BEARINGS AS INDICATED. I199f Orr CH040 2x4 SP F1 N :62 2x4 SP 92 W UPLIFT {161: 910 510 + T9E85 2x� SP 13 BJiS_LOC /FTI: 0.00 25.71 TRUSS DESIGNED FOR 100 NPH 11INO. 15.00 FT MEAN HEIGHT WITH DEAD LOAD OF 9.00 PSF ((TOP/ ANO 5.00 PSF (BOTTOM) . Pw;CICTEO HORIioNTAL Moveew IS 0.43' CUE 10 LIVE LOAD ENCLOSED CR FULLY OPEN BUILOING. THIS TPUSS NAY NOT BE LOCATEO AVG C.23' DUE TO OE-AO LOAD AT ONE SUPPORT. . WITHIN A 8.80' END ZONE FROM EDGE OF THE ROOF. --------------------------------------------------------------- PA QICIEO VERTICAL DEFLECTION IS 0.71' DUE TO LIVE LOAD TYPICAL SINPSON OR EQUAL UPLIFI/HANGER REOUtAEMENTS AW 0.38" DUE TO DEAD LOAD Al X - 13-00-00, _ IN-/Er�V►Ly (-)-Uplift DEFIICTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. -----�rrr UPLIFT vi�1a�---- ---------rail HAWGER villa ---� �- H9 - -4591 UsCke OnlYl MUS26 - + 27911 -12861 10d 10;Y 5 PEGIO CEILING OR CONTINUOUS LATERAL SWING AT 24" O.C. MTSi2 - -1000! MUS26 - + 33151 -15130: !641 iD y 4USr SE PRMRLY ATACHED 10 INE BOTTOM CHORD. NTS12 - -20001LE11 HHUSIG - ► 42991 -341$01 iOd 201y MT1288 - -37061 EsCN1 (iOdl NHUS48 - � 51800 -20001 16d 2piyM17288 - -44951EsCh 16d NGUS48 - + 86400 -2199/ LOd 2P yMS780 - -4688! r 2ply) NGUS48 - ► 80001 -26501 15d 2pyCS180 - -18501Ch) HGUSS.5- +113351 -39A5F 1141d 3ply REFEAENCE HOL.MES LUMSER DETAIL ShEEI FOR UPLIFT/HANGER DETAILS 5x7 12 T T w 5 p 1.5 ,5x3 i 6X6 v I3x7 CAI) i 7(Ai) . 3 6x6 12 26' 26' Rv■43210 U+5100 W-W a RV-13210 U■510if W■3'8 201 Pn -TY a- DESIGN Ca uTP A REV, 7 s0 27 6 rstu 0non�0cAao Nook, JIM:. TAuuy 1nrtTa Ixtatra Cmc 08/05/96 TC LL 30.0 PSF AEF x IMPOATANT*11 A wa re iiu&osaz to wo NARNING Ix KMOUAI. 6MCTIaM rw o alrlATlTroll TMA OtAiar a Tana 906WRATTAtt alai 0r nM rCM.92 WA-11 all I, as f1412an•TOM 12 .+ � "�+, as ITC OL 7.0 PSF GATE 08/05/-96 FACUm To was•TMC OnaA W cwowYxa 13 To Was 41 IN. ran AAHTWMLL WC AL P MLVLW$^%a"�! � O orae 02111410M U9 viAdE W 00w"LT.1111141,JIa1TtTM1 urs aulno�crla.CaliM atticaeua tnOIeATA4 Tor 8C OL 10.0 PSF OAW AW an s axcuT A0 WAN. UftY CM1161arM N 90tH FACT all CMq IN"r LA3UM UT PArAO tilts M o Tal90a aw WAAaa tiTr[1INVIC UMMTao CM TON AtUft PM94 0 LY OTAD 0 r1WW A!4UtKkA OOTM 01M 'a'JQA6 8C LL 0. PSF J8E amara o rca ORWIP 0A nil in a um-1.Mull 11tAM0anp0 %at*rraTert T AXIMMio elns CFLV4 -• Acc Alt OF TDT,L0. 47.0 PSF A LEN. 26-0-0 Car 40 uwuCF0.a rA0Tu3cla r 0p a TN. rr oanam's TVtw t�aollC 4 11130% o/woo to rrom Acca all 10111 airtilOs ur►cs TO TN COwwrW NPUTca ave oil 0141 0'` 1 a r Moe awu- a Tao tiroe w war are",,,r. Ieariaa. wwan 0 C"Llig Calcium wcr°raa O�Mvbwj �I �, DUR.PAC, 1 .x'13 SPACIKG 24.0' ITYPE SPEC = '§-2009) - 7 ' HIP VLT illse THISP PUTER INPUT A Y FR "Jr' 0i0QO 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS IalOICATEO. (1481 7 J" CHCaD 2x 4 SP f 1 N :B2 2x 4 5P /2 N UPL Tf T (L61: S00 '100 WEBS 2NA SP 13 BAS.LOC i • 0.00 25.71 TAM DESIGNED FOR 100 NPH MIND, 15.00 F7 MEAN HEIGHT WITH DEAD LGAO OF 5,00 PSF ITOPI AND 5.00 PSF (BOTIw. PA!:01CTE0 HORIZONTAL MOVEMENT IS 0.41• DUE TO LIVE LOAD ENMOSEO OR FULLY OPEN BUILDING. THIS TRUSS KAY NOT B£ LOCAlEO AAA 0.22' DUE TO DEAD LOAD AT ONE SUPPORT. WITHIN A 8.50' ENO ZUNI FAOM EDGE OF INE ROOF. ---------------- -_.�....___.___�_.�_---- _• _�_�___•_ OEFLEV ION CRITERIA IS L/360 LIVE AND L1240 TOTAL LOAD. IMPICAL StWSON OR EQUAL UPLIFTMANGER REOUIREAENTS -N(M-Grevi ty I-)-UD i i it _--__--_ A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. A)57 DE PROPERLY ATTACHED TO THE BOTTON CHORD. mum UPLIFT rims Wmr HANGER, WIN H5 -458t•(Jecks Only) MS26 - + 27510 -12861 10tl 1ply� MIS12 -10001 14US26 - * 33190 -1'S5D/ iod 'Dl!y WIS12 -20001 2 Each)) HHUS48 - . 4299► -16601 100 20]y) ATT288 -3786! 2 ISChi 100) HMS48 - + 51800 -20001 16d 2ply 14TT288 - -4455! 2 teen 160 HGUS48 - + 6640! -21991 106 2ply MSISO - -46880 Per 2ply) HGUS48 - + 80001 -26.1.04 16d 201y C5150 • -18500 Es Ch) HGUS5.5■ •113351 -39450116d 3ply) REFER&VCE HOLAES LUMBER DETAIL SHEET.FOA UPLIFI/HANGER DETAILS 111 4' -��• 11' 6x7 7 T1.5X3 .5X3 l2 5 D to s I SX4 .5x4 5XJ4 3)i7(A1) X7 W) 4• „a 3 5X 14 12 26' 26' Av-w132Ilt U-300/ W-3"8 Avw1321# Us5001 W-3'6 PAT ■TY 7-A N T� P R V A EO 0. � 82 atIMPORTANTU*wu sm Ge Au ms wU&NUMu`ii t`"wr' ARNING Ire wwlmi uaccnoM ow OB/05796 TC LL 30.0 PSF REF (SFA\ [AL*M avuTrw"m Tilts cumr Of Wu Sme3n aTtaNf. of"I aweva. m Ht"s w wt. IEE HUs Dolor .�Illug r`'+r, TC UL 7.0 PSF DATE 08/05/96 4ILr►C TO"Lo Tw SAM Ir cowo ma UTr"961 tT Tn. r"10pLIM&L Mcm oftuAcw smelm a S �� O FMCWa w MCK a saw MY. SUM PWW Min folftM s.WU"eTW OUC UdUAIML TO• � BC OL Z0.0 PSF AWG W aP 4 411 "Aa NaftC. YMLr C MrM104 N{AW rAM Or �M M""Ot I.ATiN►LY&AM OUIV P/OKNfuss ao OkUM ObViUst TACITf0 Or hW 0141" RaVtala L1 ATTAM0 PL"IM YhtAT404. 80"U ehhoff ' 'SfOsi �C LL 0.0 pSF J8E OW=14 1 saf aAW 001 U4 IM s sa4A-r. MON ATAnhoasa WIN 92 MR•r ATT&OW ATsrf CfsUld--s[t9sA1e a TOT.LO. 47.0 PSF 0 A LENT: 26-0-0 awhnw ww wA"ffsimmo O ail WOO t T►1. AN tk6MRue-a rvtM[ rt"AM krSan I7II/OT1 sp Araoap xia or Th•ss onrrWna ariaus re na eorrsuw OVresw heat alma'wucarTev. tuivtsk a carr fr rwt OptO O�:, OUR.F'AC. I 1 3 tN Ola MO hwah,kfr Of ALh.1a0 WOW W ANY *4""T. Na ro Art TMUOf tsahx faC1on, ,.+r E + SPACIPIG 24,0" TV SPEC P r Y F TOP CHDRO h4 SP #2 N PROVIDE UPLIFT CONNEC110N3 AT BEARINGS AS INDICATED. 1991 SBC) GOT CHORD hS SP #2 UPLIFT 41.01: 920 920 WEBS 294 SP !3 GRG.LOC (FYI: 0.00 5.37 TRUSS DESIGNED FOR J00 MPH WINO 15.00 FT MEAN HEIGH7 W11H DEAD LOAD OF 2.00 PSF (TOPI AND 1.00 PSF (GOTTW . OEFLEGTIGN CR17ERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN GUILDING. �/ --.- ------- --..----------- ------------------------------- FHROM GONE SIDEEAND 26 00-000 CARRY 02-00-00 80TTOW CPHORD TYPICAL. SIIIPsQ4)oGre0vity l-)-Up1JHflt� REQUIREMENTS FROMOTHER SME. ----------- LIFT ---1------�-.-..-------------------;;--------- NFIFE UPLIFT NNW MMN HANGER FFMN A RIGID CEILING OR COJIIINUOUS LATERAL BRACING AT 24' O.C. H6 455#(JaGk# On1Yl NW26 - + 27314 -1285111Od Iply "I BE PROPERLY ATTACHED TO THE BOTTOM CHORD. NTS12 10001E KMN - + 3315# -15500116d Jply NT512 -20001 2 EsCt►) NHUS48 w + 4299# -1fi60# SOd 201Y NTT280 -37661 2 EeCA) �IOd) HNUS48 - + 51600 -20000 16d 201Y MT726B a -44558 EaF:b 16HGUS48 ■ + 6840# -Zt898 10d 2ply) CS150 ■ -15501 Eechlalyi_ _ MGUSS 5- +113351 -9945 !fid 3D1Y1 REFERENCE-HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGEA OETATLS 2 10' 77 7 12 5 E:;'- X4 X4(A 0 T 217 Av■1 92O# W-3'11 RV■1845# (1-9200 W-3-B PAT sTYP2- P t N A STP Y 1A �- V 7 B48 wiFaAF'Am alw Aroal+cTsw we. TUNI s Fl mum glum FAAe 02106/97 TC LL 30.0 PSF REF 6 ximPOA7AN-r .w"'p OT la AFmp uLa J'"ANT ARNING sM MANa�► IMC4FV4 04 e., ewuuiar s.ar 1Nu ansa aN ueae ueev�COTu�a w wr wee.at Noor ar vl.au rNu acuau ,�� ' �.. TC DL 7. PSF AT 02/08/97 �L um"MEAD INA VIM p 04/0 MUM KW OWN w ter. F1 AMMONa APMAL MINAMI MGLM �UNK 0"W1OOt AN NSG[N 7NA 9&V-tom MUM ASTM &U MOM L tm otNpru[ INWARA ur ; 9C OL 10.0 PSF RWG,9448 Oe A AUDI AS MMD. ~GOMF M*&W Aldi FAK V aOAD Fi1MA.i�u4T�ilter'fluata MITN pohmmFNWo•ND.WAM OTPOAMU[IaY"W' M TMtO.F U9^ FOt>:XM krdur+aro.M.wraotiltlillrsrR QOtTOM tw�FN• .;4 9C.LL , TI0000M M FrLLUM UL ASA18•Faa+.4104.#uAt UM. •MINA44 fACA0 Run 4uLm-.tqr s• .p<< jpT.1.13. A7.0 -PSE A LEN. 5-8-0 GOww M/A4ftw"LO Pmwts w or"A O vs.W O� uss a. ALFrFf OIMUMFN4,tVd%Oi IT/UFFit•FON FwoAtAf % �.':'UL'W Am o us"oft i 1 To vu swomw volvio am Aux"o tlou1F.49/pFtM A cwV 4M 4810 sCASC f•. Uq FAC. '1.33' w Oft? W9 K aaN AMT ASKS MY T al Cold �, �•`' SPACING s88 3bOV8 O�°W a 7= —10A T 116 5'6' COMN GE THIS owa. P P T TOP CHOAO 2114 SP 12 N PROVIDE UPPL)IFT CONNECTIONS Al BEARINGS AS INDICATED. 199i SBC) BOT WEBS 4 SP I13 N SRO.LaC (FT : OVER CONTINUOUS SUPPORT TRUSS OESIGNEO FOR 100 MPH (IND 16.00 FT MEAN HEIGHT WITH OEAD LOAD OF 6.00 PSF (TOP) AND 5.00 PSF 480TTOM3 . A RIOID CEILING OR CONTINUOUS LATERAL BAACING AT 24' O.C. ENCLOSED OR FULLY OPEN BUILDING. - MUST BE PROPERLY ATTACHED TO THE BOT70H CHORD. --------------------'----~--------------------------------� TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REGUIMMEN73 THIS GABLE END WILL SUPPORT UP TO i'0' OVERHANG ALONG 7HE TOP (i)■{irsvlly (-)"Uplift CHORD. REFER 10 DRAWING GE-001. SE-002. OA 876. 719 FOR STUD ------------------------------------------------------------~- VERTICALS, AND BRACING DETAILS. GABLE END HAS BEEN DESIGNED TO IM UPLIFT ww>t 11MI HANGER wrw TRANNSFEA ALL HORIZONTAL WIND LOADS INTO THE ROOF AND CEILING H5 a -4550(jacks Only) HUS26 - ; 27511 -12861 10d tp]y OIAPWAGMS. CONNECTION AND DESIGN OF THESE SYSTEMS ARE THE MT512 - -10000 HUS26 ■ * 33151 -15504 16d Ip1Y� RESPONSI21LIlY OF THE BUILDING DESIGNER. 'THIS TRUSS WILL ALSO MTS12 a -20000 2 Eath HHUS49 0 4 42990 -16601 10d 2ply SUPPORT 2'0' TOP/BOTTOM SPLIT ROOF LOAD ON ONE SIDE. HTT268 -449'650 2 Eacc 16d HGISAB a + 566 1 -21990 10d 2AIY THE BUILDING AMNQ0ROM 92HSEATHINGB RESPONSIBLE C�ECTTIOONS,NANO 1CSS1150 16660 Psc1U I�) � HG 868'5- +1103361 39452 166dd 301Y ALLTRUSS TO WALL CONNECTIONS. -----------------------------------------------_—____--------- REFERENCE HOLMES LUMBER DETAIL SHEET FOA UPLIFT/HANGER DETAILS FOR GABLE STUD VERTICALS. UNLESS OTHERWISE NOTED: FOR VARTICALS LESS THAN 4'0 : 1.5X3 ALPINE, 13 1100DLOC. ALL PLATES ARE 1.5X3 EXCEPT AS NOTED. FOR VERTICALS GREATER THAN 4'0': 2X4 ALPINE, 23 x00DLOC. v12 a 5 G7 m F riLi u3 (--'---'1'4" 518. '8 1'4' �---� R-129 plt W-5'8" PAS - BE yYP3r P N DESIGN CRIT-7p T - I TOTAL - I REV. 7 CA - . aVud 014111ceaeo PgoouCTs, sit. nlucaca aaauue exlrwwa cue E}2IOG�97 TC LL 30.0 PJSF IMPORTANT**aNru Har a oupoa=Pas Aw ARNING Iw aA,1ot11q umww Aial �„0 A� aevuna,rww wcs oeataw an mese aPECSFernnw4, a uw "110913.au 113"1 a IN.ue TkM GUIN, .� �'�. II TC OL 7.0 PTE 02/06/97 \vRN itnum m amam Tile rwu a wwo mm a I"IN awu ar Tn. ros Malawi.0044 wuomul wuuo ac S O rr111e CCN11o07o00,wa was W MIA MV. "Tsar,NUUM 11"711 aaaa1WM.WUM 1111911 r 09"114054 7aP ? BC OL O.O PYJtawrN•N=P1 u MTN.AwtT CAMa9C7M m era PAM d Crow W)".as u17wlLV.4Ww 111TV PNM awa A110 YaaM ODa1RaE lOtArto ar 7„Ta.aascw PaalTla11 ar.uTAilaa+R�rMaaD alirawlM ao77w woad = BC LL _ :�0 P `ae oo11mr07.L.D 47;0 PA LEN. 5—A-0aaa w TNS swum AOL=so T,1a aw ,wT micus raise oaw. 4pow"13111r,nPaww A um-0 TNI" 0� Q DUA.FAC. 1 •33 W a4T TOT OLI IN ANT WN. 09934M TO IM.. ... . .... ......... _........ -...Tavaa__ a1..-m^.. q,�N.....,t�� PACING 24.0" PE GABL 7- T 4 Tif 5' 8" COMN mrs gwa, pncpAREo Fmm campuyERiNpuT ► TOP CHOW2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED, (!991 S8C) BOf CHORD 2x4 SP f2 N UPLIFT 4LOI: 200 200 WEBS 2X4 SP 43 BRG.LOC T)• 0.00 5.37 TRUSS DESIGNED FOR 100 MPH NINO 15.00 FT MEAN NEIGH(. W 1'7H DEAD LOAD OF 5.00 PSF IIOP1 AND 6.00,PSF (BOTTOM). DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. F.IICLOSEO OR FULLY OPEN BUILDING. A ALGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. TYPICAL StMPgQN OR EQUAL FL1FT/HANGER REOUTAEMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)-8rsvlty � ) Up1t1t _ ---- sxM UPLIFT sws�..�•� ------- rxx HANGER **x Ho - -453/(Jacks Only) HUS26 - + 27510 -12860 tOd (ply MT512 - -10001 HUS26 - • 3315f -15504 16d 1ply MT312 -20001 2 EsCh MNUS49 - + 4299f -15604 10d 2ply 14TT266 -37661 Eech tOd MHU348 + 5!801 -20001 18d 2v IV N17289 -4456#12 EaC 166NGUS48 - + 68400 -2199! 10d 2p y N1ST60 -48881 Per 2ply) NSUS48 - + 6000# -26WO 16d 2p�y CS150 -1650#! sch)) NGUS9.S- +113351 -3445# 16d 3ply REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 2'10' --� v 12 5 p , 2 LIT, 8' .1-4- .� - g.e., 1-4" Rv-3650 U-200# W-3"8 RV-365# U-2004 W-3'8 PAT TTY — O! DE§IRN CAIT-Tpi QTY I TOTAL I REV . 89 *IMPORTANT**"IK"'�� /a Jlwr' ARMING ` ra, afar Am 02/06/97 [TC C LL 30.0 PSF REF WMAT=MT MOM TWa GUM M vis!TJM:1lIfJUNk Ow AW MMCM.W RX"I OY Tit. Ifs Tw=r am$* ``t��111 ��.. \\VIvVA-\1� /RUM W WJW 1K UWC=y pplMMOU Y1W UTMI IN 711, wa 00130 a WWA MAWMI wulw wt t3� F -'.� DL ?.0 PSF OATf 02/06/87 oil"=m en Am"a a'Off!►w.r. SUIL maims was WANNEWIL"M wDwha c um"Tl4 TCP t C OL 10.0 PSF RWCOl=UU TO.4CFl1Or Of CwO� -81kL K►AXMW OWM MITM MOM TTMM rw wwwf/WwtK WWWV W.T�wZ"UUmt NNI M T vaT" vkfraw000 04AVAS" swum-awa- _ '.w _ . C LL Q•0•PSF � OMwt TTN/YI wwlw M tf0.f usA.l. ausw arwMa rt7N lsorggr.atTTyeM•a0=cul'un r.wr !TATs eF' OT.La. 47. PSF O/�A LEA!. 5-8-0 C9WQ c WdittCfftC00WnWb W WN f Wt. W!BIFEM(-' /VUt Ife�of=L WWC jrfta l OM PAW" r w""Twwtw wtw w o w dQWT of ims aur www�L.Anla Nw. mum A ear v Twlf %, aa! •o�.` OUA.FAC. 1.33 IN aa! 0w SOIL M6T KLe wpon w rwr such wr. w b TafWom. . •• _._. . ............ ...._. ' SPACING 240' _ ....._ ��.........�� YPF COM 7— 4 N 1 P M A H F TOP CHORD 2x4 SP i2 N— PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INOICAIED, (1881 S8C) 80T CHORD 2x6 SP 02 N UPLIFT ILB): 200 240 WEBS 2x4 SP *3 BRG.LOCf11: 0.00 3.75 TAUSS DESIGNED FOR 100 MPH WIND 16.00 FI MEAN HEIGHT WITH DEAD LOAD OF 5,00 PSF (TOPI AND 5.00 PSF (BO1104 . OEFLECrION CRITERIA 75 LASS LIVE AND L/240 TOTAL LORD. ENCLOSED OR FULLY OPEN BUILDING. --------------------------------------------------------------- A RIGIST D CEILIPROPENG OR CONTINUOUS ONTINTACKED TO THE BOTTOM BRACING AT 24' D.C. TYPICAL SIMPSON OR EQUAL UPLIFT/MANGER REQUIREMENTS ----------•----------------- --------------------------------- SPECIAL LOADS NNN UPLIFT *NN a** HANGER N** -------------------------------------------------- HS * -4551(Jacks Only) E HUS26 - r 27510 -12@60 10d *ply TC - Fon 74 PLF at 0.00 to 74 PLF at 4,00 MTS12 -10001 1 HUS26 - + 33156 -16500 164 1p IV BC - FroA 20 PLF at 0.00 to 20 PLF at 4.00 MTS12 -2000/ 2 Each H"48 ■ + ,42990 -16600 100 201y 6C - 699 L8 Concentrated Load at 2.00 MTT280 - -37860 Es (10d) HHUS48 - + 5t80# -20000 160 2ply MTT288 - -4455* 2 Gdllllll 11Ea8d) NSUS48 w • 66401 -21991 100 2ply NST80 -46800 Per ply) HGUS48 - + 6000/ -26501 164 2ply CS150 -16500 Soh NGUS9.5- +11=4 -311,00 IN-3ply) REFERENCE HOLMES-LUMBER DETAIL SHEET FOR UPLIFT/K4)GER DETAILS PROVIDE HANGER AT RIGHT END OF TRUSS FOA 495.22 LBS. 12 5 C7- c o N N AV T 44 Z' 2' 69 0 1.5X3 i Rv-5800 U-200# W-3'8 A-4950 U-2400 iTT p gg pATTV -ALPINg DEMN CRIT-TPI. OTY = TTA V. i7,3u69Q 7 ALvus 9"Zmw 6aaoilGm PC. TWA=MWISK s0TMW CW& 02/ 6/97 TC LL 30.0 PSF REF IMPORTANT**„NTLI wa, u mpamnut Pea Aw OARNING iN wmzw. aocnaN *i ,.��T7i► wurmr rM nus ON101 UVf=a WWjCAr� ON AW ruCM.Oftau•st w vs.sa IN"=I" .� Ug ''•!, TC al. 7.0 PSF DATE 0P-/06/97 P"UM 14 514LO bd YKM=cC~.=111*1 OYU w IPI, rao MOTtaw W=14 P O"M 04V*FA . V ua+s oow"aw ARE Nwr OF saw 4&V. aueL MXVZW MIN auIRMWa.was 6u4Mnr/wlaTft m. 6C OL 10.0 PSF RWG itY 0a A GWAPr•a VATM ANPLT C01"006 TO CALM Pus W "IN MILL.K UlmiuT•aauoo Km Fmm 1000.4AA0&W-ftlMNtae1o"M ON.14M NSNk NUTM Lu,ATR10WPbV4=11fAWM% 000Ta V&'1O• SC LL. 0 ' •P.SFc OdM=Cw Pare oawrra Tf4 us a r &W.. GUN stAWAS ULM OMPOLT•ATuaMO M=CttuNan *1E OI T 0.1.LD. '47:-IDPSF A 'EN: 4-LO-0 gesim#NPPLumi power w or as a W4.APr4PNww-i izw imww CAL Armis wing row r wo wl w rue NUUM MOUSS To VKOWNWM NOWU WK =lW4.LaAa1{t Wl4lL FO11M A Cow err IN$ pta V OUq.fAC. 1.33' r TN 4wt.T Aro 4wuL NOT a eases *AV. -T eT Pre TwtT%tvr,- '••,,r, SPACING S!8 ebOVe MON .N00!.Stf1.T11JT90AL _ iob: 0-0367i LOT 6-124 / TtG 11' " COMN GE S DIM, PREPAREDR QImMIONI SUBMMEO BY TRUSS NF TOP CHORD 2x4 SP 42 N PROVIDE UPLIFT CONNECTIONS AT BEARIAS 1NOICAIE NGS D. 1891 SBCI 607 CHOFO 2x4 SP d2 N UPLIFT (LB): 120 PLF WEBS 2x4 SP 03 TRRUSS DESIGNED FORR1CONTINUOUS 0MPH WINOSU15.00 FT MEAN HEIGNT IWITH DEAD LOAD OF 5.00 PSF ITOPI ANO 5.00 PSF (BOTTOM. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. ENCLOSED OR FULLY OPEN BUILDING. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. -------------------'-- '----'--"---------'---- -'-'-- TYPICAL Sl" OR EQUAL UPLIFT/HANGER REDUTREMENTS THIS GABLE END WILL SUPPORT UP TO i'0' OVERM" ALONG THE TOP 1+1•Grevity-f_1:UpliltN-------M --N-_- CHORO. REFER TO DRAWING GE-001, GE-M. OR 876.719 FOR STUD ----------- ----------- VERTICALS AND BRACING DETAILS. GABLE END HAS BEEN DESIGNED TO Mxx UPLIFT xMIF I *** HANGER **N TRANSFER ALL HGRItONTAL WIND LOADS INTO THE ROOF AND CEILING H5 4554(Jacke Only) I HUS26 ■ • 27514 -12860 10d 1p1Y OIAPHRAGMS. CONNECTION AND DESIGN OF THESE SYSTEMS ARE THE MTS 12 - -1000f HUS26 r 3315! -1560t 160 1ply RESPONSIBILITY OF THE BUILDING DESIGNER. THIS TRUSS WILL ALSO MTS 12 - -2000i(2 Each) HHUS48 - + 4299E -16600 IOd 2ply SUPPORT 2'0" TOP/807704 SPLIT ROOF LOAD ON ONE SIDE. NTT28e - -37661 E� clod, BHUS46 - + 5380/ -2000 6d My MT1288 ■ -44551r Eacn))) 11164 HGUS48 - + 66401 -2199 Od 2Dly THE BUILDING DESIGNER IS RESPOMSIBLE FOR THE SABLE SHEAR WALL MST50 - -46860 or ply) HOW48 - + 60001 -26500 16d 201yOESIGH. CEILING AND ROOF SHEATHING DIAPHRAGM CON ECTION% AND CS150 - -16300ACIN I _HGU55.5■ •1133_5! -3945/ 16d 301yl ALL 1RUSS TO NAL. CONNECTIONS. ---------- ------- -- ---- --- --- --- -- - "' ------'- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/MANGER DETAILS FOR GABLE STUD VERTICALS. UNLESS OTHERWISE NOTED: FOR VERTICALS LESS THAN 4'0": 1.9113 ALPINE. 13 NOODLOC. ALL PLATES ARE 1.5X3 EXCEPT AS HOTEO. FOR VERTICALS GREATER IBM 4'0": 2X4 ALPINE, 23 WOOOLOC. 5'10' 5'10" �I 3X4 v 5 � v m � N � 2x4(Ail x4 G►il R-111 alt W-11'e" PAT, TYP4 SEQ-ALP DESIGN CRIT-TPI - T - V. u a :0.9% TMsm'"" " � 02/06/97 TC LL 30.0 PsF FIEF 1tIMPORTANT1111 twat rwT err rnR aRT ARMING a+ �uR�Llwt ttECfIOY art ^� TC OL 7.0 PSF DAT 02/06/97 aarcc»�nor tws aearaw a xtaE'vecvluTTsw. w�wv areira.ctc wzwr�r wi.atc TM aaur �� r�,, ^ PAVA".Ta trtu M TNO=CM00FO&O[11UH mTa IT IN. POR I.ta IUML SKUAL PUMW4I atacwo Rt �: Attu[CMMTQa set OU n too&XV. tSiL'x VLM AM QUIIWKWI.MCU&IMUWUC VCMTta W -a SC DL 10.0 PSF OR1WG non a a OM"N MM.WLT CGW49 0 To ao►Par v ergo MWA m LAMUL.T unto WIN norm aNn 00 Pam arewwc UWAI t w W=UUAK MZIM I,T.AIIA0=•rLVW=MATOM e. WM Crew EIC LL 0.O PV JBE CMW4U WA a WWM ata w a WA-r.autw aWoara tatr ris0 V MUM0400 cak"-We s1n7e OF TOT.LD. 47.0 PSF 0/A LEN. 11-6-0 ewe"MpPPLxnt►[•PrpfltT6ra v TCt•TRI.•W txeT�[ca'■ 'apl!x*0u i.'w"" all/Of AOR sperm !' trrL•ar Tru twrrxs arw.nsTo rrc ctrrawr avusu roc MULL nePLtw►Tlw.nrwT"+a atrr v waFAC. 1 .33 10 trlr awe L wT W 1�Lf10 laor trG a. TO °" ��',�,,� .r��•'r� SPACING 24.0'_ T GAEL # JO T T T si T Y R F Y Cf10R0 2x4 SP !2 N NOVICE UPLIFT CONNECTIONS AT HEARINGS AS INOICATE0!1W% . {1991 SBC] 30CHORD 2x4 SP 02 N UPLIFT �LB�: 230 200 200 M88S 2x4 SP 02 N SRG.LOC Fl : 0.00 7.00 7.00 TRUSS DESIGNED FOR 100 NPH MIND 15.00 FT MEAN HE1GN7 WITH DEAD LOAD OF 5.00 PSF (TOP{ AND 5.00 PIF (BOTTU . CEFL`cC1:ON CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS 14AY N01 BE LOCATED WITHIN A 4.50' END ZONE FROM EDGE OF THE ROOF. A MID CEILING OR CONTINUOUS LATERAL BRACING AT 24. O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANOER REOUIREl1ENIS (+)•Gravity (-)■von f! 1F■W 55/lJacke Only} I NK HARM 11411 MUS26 - 4go A275i! -1286!IfOd iply MTS l2 -10001 ( HUS26 ■ 1 33150 -1590! i6d iply M1912 -2000! 2 EaCh MMS48 - + 42991 -1660/1100 201y MTT268 -3796! 2 Each LOd1 HHUS46 - + 5180! -2000![164 2p1Y MIT209 -44950 2 EW ' 6di RGUS48 - + 6640! -21891(10d 2p1y1 SSTBO -46881 Per ply) NGUS40 - + 80000 -2650! 76d 2plyl CS150 - -1650!(Each HGUS5.5■ +11335! -39451 16d 3plyi --------------------»----------------------------»--------- PREFERENCE HOLWEES LUMBER Di1E.TAILL SHEET FOR UPL1F1/HANGER DETAILS Rv-223 U-204��1AILEo 90Yi11 �2 17J1%jB8b1r jLgu B 3 1 16d TOE-RAILS Al OTTOMCHORD. T: fO'7t'4 in 40 m 5 2 in m fU 4D 2x4(A!) T 312 B, , 1.4. 7. RV-4B60 Ua230d Wm308 GG gg g PA? 'OTYP7� P a N R =T A • REV. 7 A :0.6263 8 ]+IMPORT ANT**GM�ALI�u iw° :w MTa u' ARNING wuLuK`P`Eacim`.0 08 05. 96 TC LL 30.0 PSF EF TC OL 7.0 PSF GATE 08/05/96 EaVTATLY FROM MIS 010401!OA TxCGE IPOC77tfJIWNI, pl AW EUICL1a, EE[H14-/1 GY ZP1. EEE TUq aEltEM ��a1 /��. FA11JIi W EUN.O TUE Twa W r4Ur0A"XIX T41H amus E+A M7. too A0D11101AL IMUL"mmi "A61ME>tC - �� - 0%� AVL[9100"ToFa mW:mm OF w"GALV.a?=Mall""IN 4R4Q10"1a.W4EM 01141AkIll UO]EA1Ca TOP � - 8C OL 10.0 PSF ORWG A4AI OA G GMCEl1 U kQ=. AFFLV CM41A1o1M W GACH IWA OF CUM OIWL aEtAUR%LV GRACED VITM FPOPEA 00JU AMD L"MI 4114*119 LOCATED ON TML GGa16y POSV%GM LV ATIOM FLTT1000%MjHvd' MUM CK90 • 6800 8C LL 0.0 PSF BEG OOIEMI111a Fl11 0RWZbU L1a. fat G 14"-P. 040101 SUMAREG WISH MFEIW.Y AIIAORER M30 utUMS lTA1E OF 90#014 1110fttCAKA PWUIar or fat R VT. w 09"Im•E ALA" 111046 W 4ra1E 011Iou 0011 AroAE44 TOT.LO. 47.0 PSF D A LEN. U&am TUTS VA"*AFIFU"W TME C"GMtM1 008!1#MERE. 00001"NM6IWZEW. FUWI*SH A COR'W 7U7f ': � � v.'. 1.36 IY A4i& Moi E M 190 UP4k M AIW TA40 May. 44EIGM YO 40W7L'110W CCMIAKTOO. �� Q�(a' AC' ■ ! . SPACING 24.0 JACK rn,GID O — 'V T N PRP R NP 1 N TT Y T FR x4 SP /2 H PROVIDE UPLIFTCONNECI�ON$ AT8EAA1NG5 AS I1;8tCAT£D. 11991 S6C1x4 SP /2 it UPLIFT (981: 200 200 200 x4 SP /2 N SRG.LOC F1): 0.00 5.00 • 5,00 TAUSS OESIGNEO FOA 100 MPH WINO 15.00 FT MEAN HEIGHT NITI1 DEAD LOAD CF 5.00 PSF (70PI AND 5.00 PSF (801CRITERIA I9 L/360 LIVE .TND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN 8UILOING. THIS 1AWS MAY NGT SE LOCAIEO WITHIN A 4.50' ENO ZONE FROR EDGE OF ImE ROOF. LING OR COUTINUOUS LATERAL BRACING Al 24" O.C. NJST 8E PROPERLY ATTACHEO 10 THE 60770M CHORD. 7VPICAL SIMPSON OR EQUAL UPLIFT/HANGER REOUIRERENTS (4)-Gr6VILy (-I-Uplift ------------------»-- --- --------------- - --------- xoN UPLIFT not - x27510 -12861 L06 tply HAMER If** H5 -455i(Jacks Only) HUS28 STS12 -1000.1 1 HUS28 - + 33151 -16'80/ 16d I)IV 117512 -20001(2 Each HHUS48 - i 42991 -16601 10d 2pIy 1171288 - -37860 14Chf Each !00 J+HUS48 - + 51601 -20000 16d 2p 1y M11288 -44551 $ach �16d1 f�GUS48 - + 66409 -2148/ lOd 2ply� MS760 46880ew• ply) HGU548 - 80001 -26500 160 2010 CS 150 - -1650N HGUS5.5- •113351 -39451 t6G 3pIV) REFERENCE HOLNES LUNBER OEIAIL SHEET FGTJ UPLIFTIHANGER DETAILS PROVIDE ( 2 1 J6d ICE-RAILS A7 TOP CHORD. Av■150# U+200MNA3LE0 PROVI%V1 4010 16d JaiNITIE ►T BOTTOM CKAO. 10'1"4 vT - N 5 p e'z•z N N N L"x4(A 1) :u T .a 3 e, 12 l-4- 5� Av+368/ U-2000 w-3.8 PA ■TY 8-A TA D IGN CA +TP 4 -TOTAL 4 REV. 7 A -+ 8 4 ALKNC"SnA AO rsoo"cta;rue. umm FAW. N"10"I CAM 08/05/96 TC LL 30.0 PSF REF *IMPORTANT K*.w.LNoy u.norrwmFmAw. ARNING W me.114, EPItetrsx AM oEYIAnaN AACu TNI+OEl16N w T!!Et tPIEeTlwnoa EA iOAr sAAeruO.oC!Nsru sY tnr. Ace tN1s OEueN .�� '��., TC OL 7.0 PSF ATE 08/0$/96 RAUM To ErILo of Tnw PIN CaNFaruwcr Ira INTO 11 till. PICA AMIZONAa ArW AL f OWNEW uutUvr"E - WINE CO"1t�TCrA 11iE M/CL r/1r0►MLY. HELL 1{�t1JlA AATN WAIrN�.YiE1�OTMErYtK INEICAtrO, Td► -: :- BC. Ot. 10.0 PSF' RYJ Not"M E LVAPT Ad NOTED.AIR.V COM XTep TO LACH LACE OF CHM 111"AE:UVULUAV ARAM VITN PrAm TAA$ANA Avs,Ea1 O NNARM LOCATIS 0 041 OEAM FM TIM LY At1Aom 0.Yr00 ItAAaM, OO1Taw CHM � lfi0a BC LL 0.0 pgf BEG ewers.PIor ca"u"tAE, 1/0 A U"-F.ocuu WANDAsss VITNI PIAaorlr A114cwo law=cct"w•-Ori 1"Aft Of TOT.L0. 47.Q PSF 0 A LEN. CON0401"wAAPILrc"Lr 101500904004 w No s al.AN INSIAnwe ALMON I&CMU LL 1 "19•am9lu rEA NOWA itrl on va's Downtime Doonus To T+�E casomm K"060"mOEy"LI A oilualum. swou"A tom Or Tors affi a• OUR.FAC. 1 .,33 IN AA V D'EWIa NOT K Er WO LT �m to Aw Ou"8". CTAT art GRACTrON cs -'•. .•: r' '�•�, -..�•' SPACING 2d,0■ JACK J b: 1 - T -68 1 J'VLT CJ THIS OWG. R FACM JUNPUIEA IhPUT [Lao, Tt TT v T xr FOP c6ORD 2x4 SP 92 14 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS 1,VDICATEO. 1991 SBC( 80T Ct1ORl1 2><A 5P 12 N MIFF (LB) 200 200 200 WSS 2xA SP 12 N GAG.LOC (F T): 0.00 3.00 3.00 TRUSS DESIGNED FOR 100 MPH MIND 15.00 fT MEAN HEIGHT DEFLECTION CRITERIA 19 L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OROFULIV OPEN BUILDI1NG AND 5.00 PSF 18OT1pMf --------------------------------------------------------------- A 11131E CEILINGPROPERLOR CORTED OUSTO LATERALHE SAACCCING AT 24' O.C. 7VPICAL SIMPS N OR EG y IPI IUPI ANGER REOUTAEKENIS ift ----------------- xxW UPLIFT Oxx wxx MANOER rxx HS -A551(JaCAa Only) HU526 - + 27511 -12881 IOd (ply! MTS12 -1000/ MUS26 33151 15500 Led 'ply WTSi2 ■ -20001(2 E4ch "SAS - + 42991 -1680! tOd 2ply ATT288 -37860(2 Each (10d1 HHUS48 - + 51801 -20001 16d 2ply) 11TT288 -44551 2 Eat 8d HGUS48 - 66401 -21891 lad 2ply Mal SO -46880 Par Fflly) H6US48 ■ + 80001 -28501 IS 2ply CSi50 -1650#190011 MGWS5.5- +113351 -38451 16d 30,IV 1 REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/WANGER DETAILS PROVIDE ( 2 )) 160 TOE-RAILS AT TOP CHORD, Rv-680 U-200 MAILED PROVIDE ( 2 1 16d TOE-NAILS AT BOTTOM CHORD. 9'3"4 a n 5 � 2X4(A N . s a 8' 3 22 Av-2SD# U-200# W-3.8 Fiv-230+ U-200PRAILED ' P9- 64 PL9. TYS N Y TOTAL* A V ftmw cwthda" MCI 15' ux. T MM MWIXt u1ALW CAN 0(3/D5/96 TC LL 30.0 0 PSF IREF (� *IMPORTANT**sau mai U Pw�1Wot1Lc Poo w. ARNING m xamuNs, amcitaW Aro ♦%,till - - Al-{ WV1111 Cx FPW Rpt!USM 0*U'Ut ULCVVAT13%& a un wcu�r. kc ruwr w Tot.SU Tw1 U11w ,♦ Ug E'r,, TC OL 7.0 PSF OATS 09/05/96 VAUAW TO W" Mc rWii W COMFORK MCA Wt YTq/Y TH. M M1111AWL MU36L rWMA141 WCTMO Pt � \\\V� wvx 401AU N AM UK W M"war- uuL MUMS ASTr wtO MIM' QMAU 61KNua u�otraua TOP SC OL 10.0 PSF F4f \\U\\ ws a x LV"I Al wTU.ANLr COWWO l w caw s.oi W 000 JIM"At LxruwUr SWM xtTn MOCK TOM AM 104.40 044PRO c O.WATCO w TWT!UAUK OU&nOW LT MA&M PLTWWO MONK WTTao DOM - .IN 00 _ 8C LL 0.0 PSF BEG CWOCOM Pix 11"W101" UC M 1 WOa.A'. URN 17MIOutptl RTW WdM%V WTACM oTOtO COLLTW --SIX - woaw warLtwLa.nwtzt"v las 1 Wr. AN wou"A.2 "gog fcp"uAt..mutt 1T/.tAtt lar o.ova - aTATrc � IS 01 .L 47.0 PSF. fl A LEN. SOL of THIS Mm"Ofti a 1n rw CWGWrW d6PTOW wcxi Wm#.MrItE gft swwttw a tmrr or urn LIp.QAC. 1 ,33 t tW GM.T uo-!gall MW K Wt"WKS Iw aWT NwM Tra1. NW TO INC TJWI CT OW Ow1r1wom. yr �c�s \„�•♦ PACING 24.0' lTypg JACK O - T - HJ OWG. PREPAREPM T1 Y 1 RUSS WR ORNE TM) CHORD 2x4 SP t2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. M!99! 58C) Dal CHORD 2x4 SP 12 N UPLIFT [LIST: 240 200 3090 MfiB5 2x4 SP 03 BAG.LOC (FT): 0.00 9.90 9.90 9.90 TAUSS DESIGNED FOR 100 MPH WIND 15.00 FT MEAN }FIGHT WITH DEAD LOAD OF 0.00 ASF (TOPI AND 5.00 PSF teOTTOJ41 DEFLEC710N CAI7ERIA 19 L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. I-AIS HIPJACK IS QBSIDNED TO SUPPORT A COANkA SET WITH 07-00-00 TYPICAL SINPSON OR EGUAL.UFLIFT/HANGEA REQUIREMENTS SE73ACK. CORNEA JACKS HAVE NO WEBS. [+l-Gravity 1-1■Uplllt k-AIG10 CEILING OR CONTINUOUS LATERAL BRACING Al 24' O.C. xIx UPLIFT allx xxx HANGER ar■ MU•5T BE PROPERLY ATTACHED TO THE BOTTOM CHOPO. H5 ■ -4551(JacNa Onlyl I JiUS26 27511 12861 100 tp1Y) MTS12 + -10001 HUS26 + 4 3315) -15501 16d 1ply UTS12 -2000Tt2 Eacn HHUS48 • + 42991 -15601 10d 2171y 14TT288 -3788/ 2 Eech ((10d I HHUS48 - 4. 51601 -20001 !6d 2plY M11288 -4455SJ2 EACh (l6d� HGUS48 + fi64O/ -21991 tOd 201y MST60 + -46881(Par ?p)v) I NGUS48 - 4 80001 -265OF !6d 20IY CS150 i650/(Each) I HGUS5.5+ •113354 -39451 16d 3p1Y --------------- WFi;iWC K;ES HOLMES LUNGER MAIL SHEET FOR UPLIFT/NANG£A DETAILS PROVIDE t 3 1) 16d 10E-NAILS AT TOP CNOAD. PROVIDE [ 3 I6d TOE-NAILS AT BOTTOM CHORD. Rv-2837 U-30900NAILE0 Av-469A U-2001NA1LEO to,11"7 ld 9'8"2 3.5+1 p •, � 4X4 m m N F 2X 4(A 1) 77 ..0 2.12 8' f2 —1'SD'10 Av-3520 U-2400 W-4'15 PL ,-TVPO- -P GN - T-TP T REV7 A --0,6095 4�vu4t Irlllamo/ rlcaucra, ue. INIMM X41104011104 WYE 08/05796 TC LL 30.0 PSF REF n� *I MPO A TAN TX*Iwo ao/ u Ix�arasxLc ra�xr ARNING w waim. ancien rw �,aY,� `-` "viumM SUN mm MION as TKw 10"VICA134m a Aw swuo.as Mta-01 xr las. ue IND Gua+ .+a vy ''�,,� TC OL 7.0 PSF DATE 08/05/96 FATUM FO"CO"MOO 1N UWC MAWJ YI W OSIN N CH. RO U0111104"V014 r[N"M MCRA It ' AL03M cwacl4wx AM xxos w a"SAM 1TUX N1,911 s uiN Oummtw a,UILUS Onam"x INO4CA►Iq Tw - � SC OL 10.0 PSF DAW uu a I Ixctnl y Aorto. Irwv e/weeuw To xuN rAce u tY41rt arIL1.M u►teuEAr Iruoo rrTl rraruY 0.0 PSF MEG TIWa NO 4PdASd OTK M U wauta w TNIS 0[OEO4 POOTTIOY aV AlUbU KMOO V44WEA4 OOr10 CWO 6100 aC LL awa4cs"M OMMIna US. w 1 34"-f. alaw UNOYY01 YITM NIO a V AITACNLO NI110 CCTLD4 --w it A7[ OF tOT.LD. 47.0 PSF A LEN. aw"K M/NNLTCNa"will"M/.n a T11.w twaaml• lout TaaWtCq.YrOATa it/1/Au no►IVEM1. R4 *,-==-4NtJ /0 oa 4xuooAdw aVM&O wa 60MItC idralwiaN.Ampmm M A"-V TMII .. 11t Q .• DUA.leAC. 1 .•33 e w ora rn ue r4bM IM err sneN nr 00/01 t T flow T laa. '.,,�� aa.+' SPACING sae abovelTYPE JACK LOT 4 4 ENDJACK 7H W P F T l MPT A N M117 7 MFR TOP CHORp 2x4 SP �2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED, (1941 S8C] 607 CHORD 2x4 SP 42 N UPLIFT SLGI: 200 200 200 KE65 2x4 SP #2 N BRG.LQG ((FTI: 0.00 4.00 4.00 TRUSS DESIGNED FOR 100 9PH WINO 16.00 FT MEAN (EIGHT, WITH DEAD LOAD OF 5.00 PSF (TOPS AND 5.00 PSF (801109) DEFLECtION CRITERIA IS L/350 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN 6UILDING. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)-Gravity (-)-Uplift UPLIFT K** *14K HANGER rae -.4551(Jacks Only) HUS26 - + 2751# -12NO(10d ]ply) MT532 - -1000f HUSH a + 3315* -15604 160 )ply!) 11T512 -20001 2 Each) HHUS48 +. 4299* -!6601 lOd 2ply). M11288 -37661 2 Fachl (lOd) WHU948 + 61601 -20001 /6d 2p MY1289 -44554 2 Each 16di HGW48 - + 66401 -2199* IOd 2ply MSTBO - -46884 Per 2ply) NSUS46 + A 8000# -2650# 16d 2p1Y CS190 -1650* Each) HGUS5.5- #11335# 3945# 16d 3Dly REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HAMUR DETAILS PROVIDE ( 2 ) 16d TOE-NAILS AT TOP CHORD. RV-111# U0200#NAILEO PROVIDE l 2 1 164d TOE-NAILS AT 8011011 CHORD, 9'B-4 •� 12 -+ Ts N N e' 1.4" 4• Rv-3270 U-2000 W-3"S Rv-379 U■2004NAILED YP - -TP OTYd dTL -TA ALPINE V R V 7 S A - 8d ! oe *IMPGRrANT'9*twill ow +P:w�w. ARNING Iw�UA a1Now F.ca�w -02/0 /97 TC LL 30.0 PSF REF UVIATACW AIM IMD TA IND I*"W lf=VlCA-rM%& 0R AM AW/C W M MF-Ll VV TPI. AM 7NO OeMN ,,1111 TIOUVAV m GUW UC IRM X wlAW WCA WATH 0140 w TVI. r00 uninow A wra P@AKOW UMO M0 TAiTC OL 7.0 PSF DATE 02/06/97 AAM Ca amu AM W=a MIA 0M aUL W AnN Eur UUM09M.�WAM 0104MIM P4Z Il mr C DL .10.0 PSF OAK AM LIMM"AN MUM APPL740WUTGW TO 9M*FW W: MONO AMr.L•OL-L-'A�VULLV�AM0 M M Mim. •• �. TJR�O!•AMP:,W&M"14"agkp0ATr9 a17W2>tWW.N,.•F� uw• Lr-ATTAcieD RVY000 4EfA"l&%4 wOTTYW� ?•3 �,W _ •.BC•4L o OJkS.F �CpG CwuesOys AiOA oawur,A 174 W 0>Ao.-F.ww TrTAWOAwW f UIRI PO0 V4Tr ipe0TYW'C9Ml*-�-:la0.• •l •iY [• 06:' wiwr Tagralres urOAu uSrsrall:roN O'f•L d7., 'PSF A L WL 49 Ton OANUWA. `V.%o Wil - MrMILL�MMiY�I?T*N.•ilA17r►N.WNI.Or:WI/- Ji •,0•'►. �• . waw1917= T As1 ArF 0T rw. A E, UR.FAC.'"� . • 7- T 4 J 2' CORNER JACKPREPARED FROM COMPUIER INPUT (LOADSN NITTEO BY [ MF TOP CHORD 2x4 SP 42 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 5801 BOT CHORD 2x4 SP #2 N UPLIFT (LB): 200 200 200 WEBS 2x4 SP 02 N ORB.LOC FOR 100 2.00 2.00 FT MEAN HEIGHT. WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . OEFLECTION CA17ERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. A RIGID CEILING OR CONTINUOUS LATERAL 8RACING AT 24" O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REWIRENENTS MUST BE PROPERLY ATTACHED TO 7HE BOTTOM CHORD. N)■Gravity (-)-Uplift --------------------------------____----__-- -- *NN UPLIFT *Ku *NN HANGER *W ■ -455#(Jacka Only) MUS26 - + 27510 -1266i(IOd 1ply) hs -10004 MUS26 + 33L50 -1550011150 Iplyl MTS12 2000!(2 Each) MMUS48 - + 4299# -!6601 106 2ply MTT28B -37860(2 Each (110011 HHU94B + 53800 -20000 16d 2ply MTT28B -4455012 Each) 116d) HGU548 • 56400 -21991 10d 2ply MST6046880{{Per 2ply) HBUS40 • 80004 -26504 16d 2p1v C5150 16500 For i HGUS5.5- 4113351 39454 16d 301y -------------------------------------------------- ------ REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS PROVIDE ( 2 1 16d TOE-NAILS AT TOP CHORD. PROVIDE ( 2 ) 16d TOE-NAILS AT 00110H CHORD. 8'10"4 ev 5 p iu �- 2x4(Ai) a e' -------1'4" 2' ---� Rv-264# U■200# W3"8 Rv■!3# U-2000NAILED = Rv-14# U■2QORNAILED PAT_-TYPQ.-ALPINE DESIGN CRT-TP Y 2 TOTALREV, 7.3 CAE -f! AL►IU DAMMM V0001108 ale. TFLISM OWUR4t OfTAW CMR O2�OB�9� C Ll .30.0 PSP f IMPORTANTX K wALL w or max4 ajax no&wRANI NG IN wmur r, 16461M."m "� 7C DL 7.0 PSP 'DATE 0.2/06/97 EF [=. fATIOM FAw TW7 oflloM OR THEA[3PfCIF iCATfola, '011 WY MIACIW.AfE NIA-01 W�I. �!!(NIA 0A31a1 •�SWr• /j�.� *e UAW TO BUILD me TAW#tN twom 0m WILI.06360 w W3. FoR.AmT10NY fKOLL•0001"W[swim AS • \\\`y/ m omewou om""of A"Mv.WUL NUTIW am ourr[larlk w m olumtse IrOSIU►ua up i C DL -10.0 PSF HwG \\\\\�1\\ a18-am"w.wlm..~•rolrtowas To gAw tau W: aim 4ML,a uu"ur.mace uw pmpm. .tail N 40.UWAM"Won"LZ "s Ar•T1.1W""M .wITeW W.ATTAo1W0 FL NM aAAAT11AOA,-to""ANM- - • •,.A . • • .C:LL. 0.1 0•Is.$F .. JSE• pp4mmopm-17&.41e.s us"r seem- ulwws'154014M 1utr�w+ortar..T,:ctie0.xrole rtiwr:--�4 .;YAIt14F ' c 10Y;LD.9- 'PSP /A LIN- . -A l.jw--#"y.on, wses w!rALA711r06CYAMAL 1saATa nPOMWO•eoo,w TN1W Guam mkvvm•H!•wit OW WAM ae►Aom 1WAA rerrlu P1A jFANW..tol0A0A1kA-*0 1.v wryt ''. - Q1� tt� DURI:PAC. •� v Wee mum vow TI► w.. t• AWW �''•., ..•``` OLIA. rNP' I .A■ 7wor JACK ' 7 T 4 4' P K P A PTR T M N V MFR. TOP CHORD 2x4 SP 12 N- PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATE&. 11991 SBC) DOT CHORD 2x4 SP 02 N UPLIFT (LB): 200 200 200 WEBS 2x4 SP #2 N BRG.LOC (FTI: 0.00 5.66 5.66 TRUSS DES16NEO FOR 100 MPH WIND 15.00 FT MEAN HEIGHT. WITH DEAD LOAD OF 3.00 PSF (TOPI AND 5.00 PSF (BOTTOMI . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. ---------------------------�-------------------------------- THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 04-00-00 1•yPICAL SIMPSON OR EQUAL UPLIFT/HANGER REOUIRENENTS SETBACK. CORNER JACKS HAVE NO WEBS. N-Gravity (-)-Uplift ---------------------- --------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. N%* UPLIFT K#x **x HANGER THIN MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - 4558(Jacks Only) NW26 27510 12660(!Od 10 V1 MTS12 ■ -1000# HUS26 - + 33154 -15504 16d 1ply MTS12 - -20001(2 Each) HHUS48 - + 42991 -16600 10d 2ply MTT288 - -37861(2 Each) (!Od}} HHUS48 + 51801 -20000 160 2ply) MT1289 - -44551(2 Each) (15d) HGUS48 + 664041 -2199#``10d 2ply) MS760 - -46881(Par 200) HOUS48 - + 60000 -2650016d 2ply) CSISO - -1650#(Each) HGUS5.5- +113350 -39450(16d 301Y) --------------------------------------------------------------- REFERENCE HOLMES LUWBER DETAIL SHEET FOR UPLIFTMANGER DETAILS PROVIDE ( 3 ) 166 TOE-NAILS AT TOP CHORD. PROVIDE ( 2 ) 16d TOE-NAILS AT 60710M CHORD. Rv-1711 U-2000NAILEO 3.54 C1: 0 0 N N T 2 5'7"14 -� Rv-1231 i1-2000 W-4'15 Rv-55# U-200#NAILED • PAT TYi�l-ALPINEDESIGN CRIT—TRI T. - TA - •i A V. !7 u S 194 NIMPORTANT*M.AWuu•Por u PESPOWrIeL[Pao ' ARt�11A16 iW iiAAWa,"EIWAiNi� E cVICS`Ao 02/06/9 CLL 30.0 PSF AEF (��/�\ OWIMION FUN PHU 0010 OR 11CM APECIFICA716M a ALLY 6FACIM.SEE MIS-61 sV WZ. SEE TNA AEGIW .T`, 1 1 TC OL 7.0 PSF OATE 02/06/97 \�{�\ FLuim TO MAD THE TP WIN COW.WUNCE 111TH®TAF W IFI. POR A001110NAL SPECIAL 01mumMf-111"142 K. �� \ISN" ALPIPE 0000MCK AIE NAGE Or usA{ALV.STEEL MATIMO-1611M 00SfDE4TS. NiE9E 0114PWM INMATE%-TOP- t � BC OL 10.0 PSF W6 •Pru CA■Femur-As Nomm Amu!EbW emki Te-ei m rACs W. CROM AAA►.N LATEX"V SlOWN lil !ndFim., -•- , �Puxs Aga vatn.oT+wr+t[<<awl�sN�wo nes{w .noTnw•.-as.lT�par rkw000•sxulylra srnar•uswoi �'. ;� - c C•Sal.. �"o -d OOMECTON qAL OPAM211A� TSO.lf0•A lEO4ar-.O[OIW ANOHYE�- AFF�Qif1W1lAt1J1/ED Ip 4'$ _raw ` '.LZ•:e. •�: -• +• '2� 4. - ooNFnwr wwriieviL[iwrttsfar di"+os R nri:AM..04PA m A pm�TA4Qww.uwAlWr:eso"uiro�nFauNGk ' Of. %it 1`i�D.. Q ?P %X :�5" 1 ssAt a TNIs oaNWtlp WWWEs.TP usaliENRSEI�4�TFT+a>IEse; AE _11M.?f4T}AN•NNgSTR►a.4�'o!kkaH� A•'t�. DWR':PAC. A Ir aWti AMO u WAPF. 1WLuo w. To. T .��• '3P)ICING see bbove Tv�E JACK 1! I JASIMINE5,TREEt - cn I �- q r r I I I I f � Q) MELA T �ETIC I I ;