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HomeMy WebLinkAboutPLANSo OVERE PORCH Nl I N 1' high alum. railing with pickets at 4"o.c. (see details ) METER STAIR ` A" HIGH u TREADS • . IS EEP PON 0��■■■❑o il�.��1'im■■■❑o ■■■�]■■■■�■■■■moo l��l❑01■� 1111; ON I iIiREF. CL�. O I COUNTEIRT P O C� I o Iw KITCHEN ---I I 0'-0" A.F.F DW Flat Cetling h0 9'-II" - --- 42" HIGH COUNTERTOP Impact Rated Unehuttere l Main z O Means or Egress 2. � i- 13'-loll FIRST FLOOR FLAN O B T H 91 o IV—, O Accessible Bathroom LIVING ROOM 10 -0" A.F.F Flat Ceiling 15'-5" lJl Q' FAMIL Y ROOM 10'-0A.F.ralih Flat ri0 hng'-Io° O T-3" 3'-2" E 26'-8" SCALE 1141, = I'—O" FLOOR PLAN TYPICAL MOTES: I. Contractor to verify ALL notes and dimensions prior to proceeding with work. 2. Contractor to STRICTLY enforce ALL OSHA Requirements. 3. ALL Lumber to be used as Beam, Rafters, etc... to have a minimum 1,400 P.S.I. fiber stress. 4. No dissimilar metals to touch. S. ALL Concrete used for slabs shall be 2500 PSi concrete, and ALL Concrete used for vertical filled cells, cont. tie beams etc.. to shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I, grout mix (o. Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws. 7. ALL wood in contact with concrete shall be pressure treated. 8. ALL wall dimensions are nominal and not finished Wall or stud dimensions. 9. ALL plumbing fixtures to be low flow. 10_ Contractor to Provide Pan It Drain at water heater in accordance with the Florida Plumbing Code 2001 edition. 11. Contractor to Provide a 2'-8" wide door at one bathroom for handicap accessibility requirements. 12. Lowest finished floor to be set by Governing Building Department surveyor to set in field. Typical Interior Bearing Partition ( see typical section this sheet ) First Floor Square Footage First Floor A/C = 641 sq. ft. Covered Porch Total = 238 sq. ft. First Floor Total = 885 sq. ft. Second Floor Square Footage Second Floor A/C = 543 sq. ft. Covered Porch Total = 238 sq. ft. Second Floor Total = 181 sq. ft. Under Roof Square Footage Breakdown First Floor Total = 885 sq. ft. Second Floor Total = 181 sq. ft. Total Space Under Roof = 1444 sq. ft. A/C Space Breakdown First Floor A/C = 441 sq. ft. Second Floor A/C = 543 sq. ft. Total A/C space = 1190 sq. ft. Provide Access Panel for 40 Gallon Water Heater in Pan with Drain 3 TON A/C 91 O Permitting Information This Plan Is Designed to the Florida Building Code 2003 edition The Basic Wind Speed used in Design is 140 mph ( 3 Second Gust ) Wind velocity Pressure = 42 PSF The importance Factor ;is 1.0 The Design Pressures for ALL Exterior Wall Openings as follows: Exterior Doors and Wmdous = +35.3/-41.2 PSF Minimum Soil Bearing Pressure = 2500 PSF This Budding is Exposure B and Enclosed This Building Category is Type II The Wind Exposure as follows: Roof for Enclosed Building = -39.0 PSF ( see notes below ) Walls for Enclosed Building = 33 PSF ( see notes below > s at Roof - Net Pressure ( External Pressure + Internal Pressure ) applied normal to ALL roof suffices Walla - Combined Net Pressure l sum of Windward t Leeward. External and internal and Internal Pressures ) Applied normal to ALL windward Wall surfaces The Internal Pressure Coefficient = +0.18/-0.18 PSF Mean Building Height = 29'-2" Floor Loads = 50 par Roof Dead Load = 25 psf Roof Live Load = 42 par Sheer Walls have been considered on this project Continuous Load Path _Iaas been provided - see typical sections Components and Cladding Detects shall be provided This Building will have Approved Shutters cc I 6' iln N N N in Port St. Lucie Building Design Criteria Form This Plan Is Designed to the Florida Budding Code 2003 edition Project Address: Project Name: Mr. t Mrs. Finiey Residence Architect: Dan Braden The Importance Factor is I.O The Design Pressures for ALL Exterior Wall Openings as follows: Exterior Doors and Windows = +35.3/-'41.2 PSF Garage Doors = 31.0/-35.1 PSF This Building is Exposure B and Enclosed This Budding Category is Type II Type of Construction : X CBS _Frame The Basic Wind Speed used in Design is 140 mph ( 3 Second Gust ) The Internal Pressure Coefficient = +0.18/-0.18 PSF Mean Building Height = 29'-2" Overhang: I'-4s Roof Pitch: L.12 X Shutters _ Impact Glass Floor Loads = 50 psf Roof Dead Load = 25 psf Roof Live Load = 42 psf Poured Cc concrete t Stud Detail Stud w/ Cite Cast Zinc NTs Nickel Plated Wing Nut OSTAIR INFO: O 3 20 RISERS AT 11 4" HIGH0 18 TREADS AT II" DEEP 00 o a o 0 0 o T o0 O ° T MPER 0 04P TUB \II(/ a � iy ATH2 r— I * I r I-" 10'_0" A.F.F I s o.+ i�Q D N Shower Flat Ceding ///---��� �%u m I " \Hu Controls ,� I Xai I #, O fir« g a ) IAboJel sow -°" D Le - - D ' EN O LIR a O 2 Rod t shelf ry 6, O Rod t Shelf, -�„may M rn ti N O � N R tlummum Panel Iizes per manufacturer _ jp N _ a✓ � N See Typical Stud Detail r _tJ s U R � -I 3 I a= — (Y m 1 N N I 1/8" x 3/32" wing Nut w/ °u appropriate washer end spacing per manufacturer's Details Poured Concrete ! - 1 concrete block wall \\la I A Concrete Anchors Per a. Manufacturers Specs Mush 1"1ounted Shutter Detail nts BEDROOM $2 O 0'-0" A.F.F Flat Ceiling O 6 S O 11 iv O alum. railing with pickets at 4"o.c. (see details ) \ IT-O" 24'-8" 14'-6" BEDROOM #1 Flat Ceding 12'-6" TO •- SECOND FLOOfi� FLAN " min. Provide Two-Plg Floor Joist for Stairs 2" x 8" Joists at 12" o.c. w/ Simpson LUS 26 at each Joist end S - - 36 high - 2" dia. Handrail / attached to wall with 2" x 8" PT Ledger w/ �� min. 11/2" between 1/2" A.B 24" o.c. " O (2) 2"X12" Wood Beam cc 2"X12" Stringer on each side of stairs r ;loll 2"X12" Treads ' STAIR INFO: 20 RiSERS AT HIGH S T/4f R S E C T I C 'N 18 TREADS AT II" DEEF Scale : 1/2" = I'—O" Q O � C) 3' 2" 5'-loll 3'-2" SCALE I/4" = i'-O" TS-18 (OR EQUAL) at each truss (2) 2" x 4" top plate ` I /Simpson SPH4 strap at each stud 0r7� 0//19l /ON 1/2" drywall on 2" x 4" studs at 16" o.c. Provide Simpson SPH4 Strap at each stud I - 2" x 4" p.t. bottom plate with 1/2" anchor bolt at 18' o.c. 2�f'iw x 16d" monolithic footing w/ (3) #5 bars Cont. _T i�al f nt�rior Searin fi artltlor SCBY g St. Lucie Couniiy o63 -v ICA 12 6 SLOPE 3'-6" high alum. railing with pickets at 4"o.c. (see details) econd Fin. Floor -4" = Finishi Second Floor Pioneer Hacienda Barrel conc. tile # 02-0109.08 roofing on 901b mopin on 5/8" CDX plywood nailed at 6"o.c. in field and 4" on edcles with 8d common nails FROi\lT ELEVATION 12 6 SLOPE 12 SLOPE 6 5/8" thick light textured stucco on typical concrete block construction SCALE: 1/4" = 1'-0" — — i- — -- — — — — — — -- — — — — — — — — — — — — — — — 5/8" thick light textured stucco on typical concrete block construction IEL5. RIGHT ELEVATION -O" T.O.B. Second Fin. O.H. —4" = rinish Second Floor Ian Pioneer Hacienda Barrel conc. tale # 02-0109.08 roofing on 901b mopin on 5/8" CDX plywood nailed at Co.c. in field and 4" on edges with 8d common nails board wood trim )re -hung pocket door Topical i=ock�t Door Detail O.H. NTS gypsum wallboar( reinforce corne metal top trac bi-fold d Tx4" Wood Buck g0te: io track 51 bottom )f door, use fir. )racket e pivot gypsum wallboard -.�__relnforce corners __�bl-fold door Jamb Tx,`[" Wood Buck Topical Si —Fold Door Detail NTS Finished L — — — — — — — Second Floor 5/8" thick light textured stucco on typical concrete block construction MAN) �m� LEFT ELEVATOR F.LEVATION DOTES: — Overhangs at I'-4" unless otherwise noted on Roof Plan — Roof pitch at 6.12 unless otherwise noted — Ail handrail pickets shall be 5" o.c. — Anq changes to this plan shalt be submitted to the architect for approval in writing prior to starting construction. ALL Exterior Doors and Windows to withstand +3S.3/ —47i.2 PSF Pioneer Hacienda Barrel conc. tile on /�o:,ryg cam, on 502-0109-08 CDX plywood nailed a901mopin c.c.iin field and 4 on edges with 8d common nails Q j SCALE: 1/4" = I'-O" Rc(GQ� P ypsum wallboard 10'- T.O.B. Above 1/2'' wood trim Second Fin. Floor d — ,uloo pre hung pocket door 6 Topical rocket Door Detail n wallboard 1/2" wood trim �2"x4" Wood Buck WWIiV ote: all doors to �)e prehung Topical Interior Door Detail NTS NTS 12 6 SLOPE 3'-6" high alum. railing with pickets at 4"O.c. (see details ) �® NY �IOposFo Fe' zhFID f, �`oAJDA Pioneer Hacienda Barrel conc. tile # 02=0109.08 roofing on 901b mopin on 5/8" CDX plywood nailed at 6"o.c, in field and -" on edges with 8d common nails 'I. -It = i-inished — — — — — — — — — — Second Floor — — — — — — — — — — — — — — — 5/8" thick light textured stucco on typical concrete block construction 6. EL THIS STRUCTURE HAS BEEN DESIGNED AND REVIEWED FOR COMPLIANCE OF FBC 1606.1.4 FOR ONE OF THE FOLLOWING: INTERNAL WIND PRESSURE WINDBORNE DEBRIS PROTECTION IMPACT RESISTANCE GLAZING ) III E V A T l O N Residence for r s. I n l e - �O O -Dy-- ST, LUCIE COUNTY BUILDING DIVISION REVIEWED FOR COM LIA FE REVIET BY DATE 'PLANS AND PERMIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE 3'-6" high alum. railing with pickets i (see details ) 7 - i O r I 0 o OVERE PORCH AXL 6 10" ci 3'-L" high alum. railing with pickets at 4"o.c. (see details ) STAIR INFO: METER 20 RISERS AT 6 IX HIGH ® m 18 TREADS AT II" DEEP WASHER DRYER I 36" HIGH COUNTERTOP O I a N KITCH N ---I I 10'-0" A.F.F Dw 1T Flat Ceiling J0 42" HIGH I COUNTERTOP n Impact Rated Unshuttered Main Means of Egress za r 3'-10" Q Im"�bloak Gnu`l v/t?h a -sF 5 ,foes Provide Access Panel for 40 Gallon Water Heater in Pan with Drain A/C BATH #1 #i q„ H.B_ r I tt Ln O Accessible Bathroom LIVI G ROOM 10 -0" A.F.FALO Flat Ceding in 0° FAMI1 Y ROOM Flat elling 10'-10" FIRST FLOOR FLAN ;:ALE I/4" = I'—O" FLOOR PLAN TYPICAL NOTES: I. Contractor to verify ALL notes and dimensions prior to proceeding with work. 2. Contractor to STRICTLY enforce ALL OSHA Requirements. 3. ALL Lumber to be used as Beam, Rafters, etc_.. to have a' minimum 1,400 P.S.I. fiber stress. 4. No dissimilar metals to touch. S. ALL Concrete used for slabs shall be 2500 PSI concrete, and ALL Concrete used for vertical filled cells, cont. tle beams etc.. to shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix �. Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws. 1. ALL wood In contact with concrete shall be pressure treated. 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. 9. ALL plumbing fixtures to be low flow. 10_ Contractor to Provide Pan It Drain at water heater in accordance with the Florida Plumbing Code 2001 edition. 11. Contractor to Provide a 2'-8" wide door at one bathroom for handicap accessibility requirements_ 12. Lowest finished floor to be set by Governing Building Department surveyor to set In fleld. Typical Interior Bearing Partition ( see typical section this sheet ) First Floor Square Footage First Floor A/C = 441 sq. ft. Covered Porch Total = 238 sq. ft. First Floor Total = 885 sq. ft. Second Floor Square Footage Second Floor A/C = 543 sq. ft. Covered Porch Total = 238 sq. ft. Second Floor Total = -181 sq. ft. Under Roof Square Footage Breakdown First Floor Total = 885 sq. ft. Floor Total Second Floor Total = 181Second SQ.. ft. Total Space Under Roof = 1444 sq. ft. A/C Space Breakdown First Floor A/C = 64-1 sq. ft. Second Floor A/C = Floor A/C 543 sq. ft. 543Second Total A/C space = 1190 sq. ft. O Permitting Information This Plan Is Designed to the Florida Building Code 2003 edition The Basic Wind Speed used in Design is 140 mph ( 3 Second Gust ) Wind Velocitg Pressure = 42 PSF The Importance Factor is 1.0 The Design Pressures for ALL Exterior Wall Openings as follows: Exterior Doors and Windows = +35.3/-412 PSF Minimum Sod Bearing Pressure = 2500 PSF This Building is Exposure B and Enclosed This Budding Category is Type 11 The Wind Exposure as Follows: Roor for Enclosed Building = -39.0 PSF ( see notes below ) Walls for Enclosed Building = 33 PSF ( see notes below ) �� Roof — Net Pressure (External Pressure + internal Pressure ) applied normal to ALL roof surfaces Walls — Combined Net Pressure f Sum of Windward t Leeward. External and Internal and Internal Preuures ) Applied normal to ALL windward wall surfaces The Internal Pressure Coefficient = +0.18/-0.18 PSF Mean Building Height = 29'-2" Floor Loads = 50 per Roof Dead Load = 25 psf Roof Live Load = 3Q psf Sheer Walls have been considered on this project Continuous Load Path Ids been provided - see tgpical sections Components and Cladding Details shall be provided This Building will have Approved Shutters Port St. Lucie Building Design Criteria Form This Plan Is Designed to the Florida Building Code 2003 edition Project Address: Project Nalne: Mr. t Mrs. Fmleg Residence Architect: The Importance Factor is 1.0 The Design Pressures For ALL Exterior Wall Openings as follows: Exterior Doors and Windows = PSF Garage Doors = 31.0/-35.1 PSF This Budding is Exposure B and Enclosed This Building Category is Type II Tgpe of Construction : 2 CBS _Frame The Basic Wind Speed used in Design is 140 mph ( 3 Second Gust ) The Internal Pressure Coefficient = +0.18/-0.18 PSF Mean Building Height = 29'-2" Overl,ari I'-4" Roof Pitch: 6:12 X Shutters Impact Glass Floor '_oads = 50 par Roof Dead Load = 25 psf Roof Live Load = psf m r m leis• Stud Detail stud w/ Die Cast Zinc xTs Nickel Plated Wing Nut 2" x 8" Joists at 12" o.c. w/ Simpson LUS 26 at each Joist end 2" x 8" PT Ledger w/ 1/2" A.B 3 24" o.c. Poured Con concrete at Poured Cancretl concrete block u Concrete Manufacture Flush Mounted Shutter Detail lummum Panel .as per manufacturer See Tgpcal Stud Detail 1 /6" x 3/32" Wmg Nut w/ appropriate washer and spacing per manufacturer's Details h ,1 Ln i 00 N 26'-8" STAIR INFO: C O 20 RISERS AT 6 'f" HIGH I 3 _ 18 TREADS AT 11" DEEP n SEEPING ROOMS PROVIDE AN EGRESS WINDOW CLEAR5 So . FT FOR GROND OFFLOORS, S� CC ND F L O Co F F L A N 5 7 SO FT FO RS, OPENINGS SHALL NOT BE LESS THAN24'H OR 20"# SILL NOT MORE THAN 44n ABOVE FLOOR, Provide Two -Pig Floor Joist for Stairs Hit 111i I — — 36" high - 2" dia. Handrail attached to wall with min. 1 1/2" between R0 (2) 2"X12" Wood Beam 2"X12" Stringer on each side of stairs II" O ou cn r LW 2"X12" Treads STAIR INFO: 20 RISERS AT -'/" HIGH O � I 18 TREADS AT II" DEEP (2) 2" x 4" top plate INy�C PZgNSyA�F BU/10/N�� pp CE�y/tyr�ERE�jF 1 OA/wfQ0A Scale : 1/2" = I'-0" it SCALE I/4" = 1'-0" Simpson TS-18 (OR EQUAL) at each truss Simpson SPH4 strap at each stud �HeSe ARFSD� CrSAND'4C P 9FpUlgBO r0ANy�0,9R4 SfDw0 RS A,opuC�� 70 1/2" drywall on 2" x 4" studs at 16" O.C. � N l6 � N o tr) Sa �rnu6jo Q45 aW CJCTic6d, L N V W W La it f2 � X 2 BOLL 0 XL a Provide Simpson SPH4 Strap at each stud 1 - 2" x 4" p.t. bottom plate with 1/2" anchor bolt at 18' o.c. I _ , Ln I OD N 0 N I 26'-8" Thicken edge to 8"xs" = Thicken edge to 8 x8 with concrete and ° with concrete and �ne 45 bar continuous one 45 bar continuous I ak I 3'-4_LI_I L-JL°l W.H. footing w/ (3) 95 bars`�t_ — 3 TO I _I +#14 o aI � I r Typical Interior — — — — H.B. Bearing Partition — 9' 5'-4" 0 — — I_T - j O con re slab with flbermesh OR I I 6"x6" #10 WWM on 10 mil Visqueen over o I — v E I clean nmpatted termite treated fill u U v8 OL E. ° TERM1T TREA ENT ° I I- 1, a r 1,o E U O I 3 p 3 ❑ # - I 2 -4 �. V c L W — y c q D I 20. "w x I6"d monoll — �IDCD �_ x 1 m m foo Ing w/ (3> #5 bar jj� = 1 L L -- — m u .Q I c ua omxxt a tV q`m1 ❑ „/ o., N I �I I 1] X Y ttq I 10'-loll I — 6'-loll — I o1-————— — — — — -- — 00 . I-. I Thicken edge to 8"x8" with concrete and �1 one 45 bar continuous K-6" 26'- 3'-2" I _ 5'-loll 3'_2' ,-1 I Ln N i M N N I �n #5 dim. in filled cell --� 4" Conc. Slab C�ancges in 3ond Seam Stucco retur Ltach window to block wall with dia. x 3" tap -cons with min. /2" penetration at 12" o.c. max d C o.c. max from each corner thru x 4" PT Buck rywall return arble sill ywall II Section Window Head it Sill I(p Din. Concrete Column Blot'r. filled with concrete and I (QJ 45 bars vert. PLAN I LAi 3' high alum. railin Scale: 1/4" = 1'-O" with pickets at -li I. Any changes to plans must be Submitted to the architect (see details ) for approval before proceeding Wlth construction. (2) 2" x 12" Wood Beam Bolti&A at each 2. Contractor shall be responsible for verlf lcation of all concrete column with (2) c ?Vo x (p,� Construction. Redheads with P.B. 2" wa_„ers notation and dimensions before starting sf. Should an other with min. V of embedment into column --- 3. Soil conditions assumed to be 2500 p g conditions be encountered, the architect shall be notifled in Provide Simpson LUS 28 writing for revisions. at each Joist to 4. Verify all recess thickness 8 showers, tile, etc.... beam connection 5. Contractor to provide filled cell with concrete and 15 bar vent- at 48 o_c. Max. Provide (1) filled cell on each side of openings 12" Dia, Concrete Column Block filled with concrete and Provide (2) filled cells on each side of openings ode, "1 i (3) 95 bars vert. Contractor to see plans for any other condition used. DETAIL A T F Foundation walls shall have filled cells at 24i' o.c. unless otherwise noted ( see section ) I(p'i Dia. concrete column block filled with concrete and (+ 45 bars vert. w/ Stucco finish and Decorative Stucco Capital and base Thicken edge to 8"x8" 4" concrete slab with fibermesh OR with concrete and 6"x6" #10/10 WWM on 10 mil Visqueen over one tt5 bar continuous clean compacted termite treated fill GRADE -I I1= III o _- 10 I NOII 1- 36"x "concrete column citing w (5) 45 bars each way /,`-�_1 DETAIL AT FRONT PORCH COLUMN Jb EE TYPICAL ttI TWO-STORY SECTION HEET I 4" concrete slab with fibermesh OR I 6"xb" 410/10 WWM on 10 and Visqueen over clean compacted termite treated rill IGra',' / y=ithic - Ijll. III =1 I I =1 111—I I 1 footing, 00t g'Aww/ I(2) 95 nblars Cont. I lI F-A""'llIlITYPICAL TWO-STORY FOOTER SCALE 1/2" = 1'-0" 5/8" thick light textured stucco on typical concrete block construction W:'90# Hot Mop over 3/4" TEG a SLOPE I" 2" ell Joists a--- at [ Ld' O.C. ---� 2" x 8" PT Ledger w/ Simpson LUS 28 at i each Joist end NTS Pioneer Hacienda Barrel conc. the # 02-0109.08 roofing on 901b mopin on 5/8" COX plywood nailed at Co.c, in field and 4" on edges with 8d common nails R-30 batty insulation in top chord of trusses Simpson HETA 20 hurricane anchor at each truss ( 24" o.c.) supporting Max. 12 PRE-ENGINEERED TRUSSES 1810 lbs. uplift 6 Slope 9 2-1 TYPICAL ( shop drawings by manufacturer ) R-19 batts insulation Aluminum drip on in bottom chord of trusses 1" x 2" drip P.T. on j I" x 4" Prime Trim on 5/8" dr wall I" x 8" Prime Trim on - y 2" x 4" sub -fascia Two Rows of Beam Block filled w/ 11 concrete and 1 1*5 bar Cont. in each row 7/8 light textured stucco II I over eatierbacked were lath 1/2" drywall over I'll x furring strips at 14" o.c. With / O Hook Vertical bar over I R-5 celotex insulation/fyfoil o top bar w/ 95 90' bend bar I 8" concrete block w/ a 10" min. lap at top bar (Duro-Rock is to be provided at I all wet areas. - ex. showers) Op I I Typical Flooring, 1/2"plywood screwed and glued to 3/4" COX plywood sub -flooring screwed and glued to 5/8" thick light textured I Floor trusses with a layer of 30# felt paper between. stucco on typical concrete =LL=ALL Plywood sub -flooring to be saturated w/ thompsons block construction II water seal immediately after installation for leak protection_ Hook Vertical bar over top bar w/ #5 90' bend bar w/ a 10" min. lap at top bar 2" x 12" PT Ledger w/ (2) 5/8" AB at 24" o.c. Provide Simpson LUS 210 Joist hanger at each joist #5 bar vert. w/ 30" overlap at each filled cell aye / 16" deep floor trusses at 24" O.C. typical _ I � R-39 batts rptlation 11 5/8" Drywall I Rows nBlock lled w/ o4M4yRo�FySUaP�4NSAN co retead II US bar cont. (19eiy % Np �y�oZZ f9�q9fjoss,,6O in each row 7 Wp AK i v� 1/2" drywall over c��Coll I"x furring strips at 16" 1 with \R-5 celotex Insulation/fyfoll on 8" concrete block 1 (Duro-Rock is to be provided at O all wet areas. - incl. showers) _ I I '-#5 bar vert. I at filled cell I 4" concrete slab with fibermesh OR II I 6' xb 910/10 WWM on 10 mill Visqueen over Il base clean compacted termite treated fill I h _ I11I ZET11- o"g000A qy yQ�FOFFN _=1 111 _ o��Q�NGoo o���Tyr A�4�o�Fo 2D % x 16d" monolithic footing w/ (2.) 95 bars cont. oq. SECTION Filled Cell Masonry Column Typical 8" Concrete Block I I I I u i r" w " " ' � ' with One #5 From Footing Wall - see typ section Scale : 1/2" = I'-O" To Tie Beam Attach window to block wall with Conc. Fill To Be 3000 PSI 3/I6" dia. x 3" tap -cons with min. See Floor Plan For Location COHC PAS 1 1/2" penetration at 12" o.c. max / \ �iZu ER$ Exterior face and 6" o.c. max from each corner thru R O N T PORCH AREiHERESPO ORA�AIXYOF CHM of wall 1' x 8" PT Buck SCALE 1/2" = I'-O" CO.NIRACIOROFFj D�THE art 1"x8" P.T. Buck Detail at exterior Doors 2 sides t header one 45 bar continuous 4" concrete slab with fibermesh OR 6"x6" ul0/10 WWM on 10 mil Visqueen over clean compacted termite treated fill GRADE Attach window to block wall with 3/16" dia. x 3" tap -cons with min. o 1 1/2" penetration at 12" o.c. max a x from each corner thru x 4" PT Buck=1II „ III-1111— C DETAIL AT REAR SLAB SCALE 1/2" = 1'-0" i Thicken edge to 8"x8" with concrete and Typical 8" Concrete Block Wall - see typ section 16" DBep Floor Joists at 24" o,c. - see typ. section I Exterior face of wall —\ Buck header Double Filled Cell Column NTS Filled Cell Masonry Column With One #5 From Footing To Tie Beam Conc. Fill To Be 3000 PSl See Floor Plan For Location n 1` NTS r N �� 1� 1. 0 SCR 2: `ML,R m598,, _ v`,o� o N Provide Smpson HUS212-2 \ at each end of Joist w/ Simpson LUS 210 Joist Hunger at each Joist end Provide Simpson HUS212-2 Hanger to be skewed 45° LINTEL S HEDULE MANUFACTURER : CAST-CRETE Lintels filled w/ min. 3000 psi conc. DOOR AND WINDOW LINTELS LINTEL NO LENGTH SAFE GRAVITY LOAD APPLIED GRAVITY LOAD SAFE UPLIFT LOAD APPLIED UPLIFT LOAD BEAM COMPOSITE L-2 3'-4" 4039 3240 SF14-IB L-3 4'-O" L039 2832 SF14-IB L-4 4'-L" 4039 2501 8FI4-IB L-L 5'-10" 4144 1930 8F14-113 L-8 1'-4" 2410 1415 8FIL-IB ALL � Loads are Fiqured Using Trussl Company's Truss Cut Sheets J BEAM SCHEDu�E Mark Size and [Description BI Two rows Beam Block filled with concrete t I #5 bar continuous in each row B2 (2) 2" X 12" Wood Beam B3 (2) 1 3/," x II 'h" LVL Parallam Beam 2" x 8" PT Ledger w/ 12" Dia. Concrete Column Block filled with concrete and (3) 45 bars vert. \ " Joists at 12" o.c. 3'-6" high alum. railing w/ Simpson LUS26 at with pickets at 4"o.c. each Joist End de is ) (2) 1 3/4"" X II 1/2" LVL Parallam Beam Bolted at each concrete column with (2) 5/8" x 6" Redheads with P.B. 2" washers with min. 4" of embedment into column SECOND FLCCR FRAA ZING/PORCH SLAE PLAN Notes: Scale: 1/4" = I'-0" Typical Flooring, 1/2"plywood screwed and glued to 3/4" CDX plywood sub -flooring screwed and glued to Floor trusses with a layer of 30:; felt paper between. ALL Plywood sub -flooring to be saturated w/ thompsons water seal immediately after installation for leak protection. ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER Architect to review Truss Shop Drawings Prior to construction for layout and upllft verification Provide fire stop blocking at all floor trusses dividing the floor area into 500 sq. ft. (Max.) spaces HANGER SCHEDULE SIMPSON MBHA3.56/11.25 Provide Simpson MBHA3.54/11.88 Hanger w/ (1) 3/4" dia. x 8" ATR into Top and Face of Block Wall and (18) IOd nails into Beam supportting Max. 3145 lbs uplift *MBHA Hangers to have a minimum OA" embedment with 3A" dia. x 8" ATR grade A301 or better using Simpson ET22 Epoxy -Tie 5/8" thick light textured stucco on typical concrete block construction � W/904 Hot Mop over 3/4" TEG a SLOPE I" 2" X 8" Joists at 24" o.c. —� Provide Simpson LUS 28 / .- x o r 1 "augcr w/ at each Joist to �� Simpson LUS 28 at beam connection each joist end 12" Dia. Concrete Column /T Block filled with concrete and (3) 45 bars vert. DETAIL AT FRONT Simpson Strong -Tie LUS 210 , B2 51111 91111� B2 oil ©ii�\qt 911M3 M B3 r`j isi�l�l�i�l■ Simpson Simpson HETA 20 hurricane anchor at each truss ( 24" o.c.) supporting Max. 1810 lbs. uplift 11 ET 2 91 KIV 9 V win TS n- N X CD � s Ilk v Oum .� .� U QCU� Q BI O nnLL T (n 6 W E SLOPE L I c v W O N E C: 00 N to BI L-4 Z. Fs Q N r 9Fo rro B I `y J _ N -� W BI 9Ao�,�9 , \Ika C'S Z _Z cc: w a cc OZ Nc,� u_— 8 } 0 N w4 u)Ql - - J Z1U ( 24" O.C.) supporting Max,1�SEp Provide Simpson ZW 00 ~-iz PIA MBHA3.56/11.88 Skewed 45° 0_J N W1W 1245 lbs. uplift INACCORpgNCAVC�EENREVIEWED J° 0— EWITH THEfL WD a Z eU/LDl Typical Wall Concrete Block O O - sea e typ section A /�\ NGCpp� ®Rlpq U ' Overhangs at 1'-4" unless otherwise noted on this Sheet I6" Deep Floor Joists Itch ���� 24" O.C. - see typ. section — Roof p at (:12 unless Otherwise noted On this Sheet N Typical Concrete Block Wall - see typ section 3TENERS()RArrACHM ARE"'RESPONS131y RNrS ca�rrR4croROfR Co,°��r"E SCALE 1/211 = 11-0" FNEJMI ATIC NAILS: Pneumatic or Mechanically Driven Nails will be accepted under the following conditions: I. Minimum Nail Size = Sd Common Nails 2. Minimum Sheathing Thickness 19/32" CDX Plywood Ke Area Edge Field Zone 1 L" 6" Zone 2 Zone 3 4" 6" Minimum Nail Size = Sd Common Braden t Braden AIA, FA Architects - Planners 411 Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 Stuart, FL 349% UAAC000032 Truss shop drawings to be provided by manufacturer Any changes to `.his plan Shall be submitted to the = 'qg =. j architect for approval In writing prior to starting construction UJ�N ALL TRUSS TO TRUSS CONNECTIONS BY WW.qi'K"..:, TRUSS MANUFACTURERo���." Architect to review Truss Shop Drawings Prior a 1 to construction for layout and uplift verification vki)� STfi��PPf�1� SCE-I�DU��. "Contractor to verify all strapping locations per truss shop drawings and verify each truss s Uplift per truss manufacturers cut sheets Simpson HETA 20 Provide Simpson MGT hurricane anchor at each truss Girder Tie down at ALL Girders ( 24" o.c.) supporting Max. 1890 Ibs. uplift Girders with uplift of more than 1890 and less than 3400 lbs. w/ 5/8" dia. a.b. preset in concrete beam and (22) IOd nails into girder Strap not pictured .O. Typical Masonry Strap Simpson HGT-2 girder strap at each 2 ply girder with uplifts of more Simpson HTs 20 than 3L00 lbs and not more than 4400 Ibs w/ (2) 3/4" dia. bolts preset hurricane anchor at eech truss into concrete beam or 5/8" bolts thru wood beam. At wood beam. ( 24" o.c.) supporting Max. contractor to supply a HTT22 Tension tie below double top plate if used 1245 lbs. uplift w/ (20) 10d nails or 2" dia washers at solid wood beam . Contractor to supply (8) IOd nails into girder truss as well for 3 ply truss use HGT-3 supporting a max uplift of 9000 lbs using (8) IOd nails into Girder and bolts as stated above for HGT-2 and for a 4 ply girder use HGT-4 supporting a max uplift of %00 lbs using (IL) I nails into girder and bolts as stated for HG7-2. Contractor to Verify ALL top plate to girder strap uplifts per Simpson Strong Tie Catalog C-2004. Contractor to verify uplift of HTT22 strap at bottom of top plate in wood applications. *HGT to have (2) anchor bolts to be 3/," dia with 12" minimum embedment and Simpson SET Epoxy *MGT to have (1) anchor bolt to be s/s' dia with 12" Typical wood Strap minimum embedment and Simpson SET Epoxy Residence for : Mr. $ Mrs. Plnle� St Lucie County, Florida Date Drawn Drawn By Sheet Comm # 8-13-04 D.R.B. Revisions ✓.A.R. 4-18-0 Checked By W4. O 4 — 18 7 OF L. ijgs N L St. Lucie County Building Department Product Approval Submittal Affidavit Building Permit: Building Address: Contractor: Opening Schedule Swing Doors, Overhead Doors, sliding Doors, Opening Product Model # Manufacturer ID # Windows & SlUlighta Glass Attachment method TEST E� Etion aDate Design Pressure of Approved Teats 1. 2. t 14-1 Single Hung SH 4000 Milestone 3/I6" 3/I4" din. x 3" Tapcons w/ min. 1 1/2" penetration at 12" o.c. max and L" o.c. max from each corner thru PT Buck 9-30-06 +5L.61/-135 PSF 3/IL" 3/I4" die. x 3" Tapcona w/ min. 1 1/2" penetration at k I.,ixed 12,, o.c. max and " c.c. max from each corner thru PT Buck 9-13-06 ± 68.0 PSF 3 Circle Tap/ F F-6000 Milestone Entrg Door A, B, C Aluminum French Door Aluminum French Door 3I110-101 Impact FD-101 Milestone Milestone 40t Laminated 3/I6" Tempered P 3/I4" die. x 3" Tapcons w/ min. 1 1/2" penetration at 12" o.c. max and L" o.c. max from each corner thru PT Buck 3/I4" die. x 3" Tapcons w/ min. 1 1/2" penetration at 12" o.c, max and L" o.c. max from each corner thru PT Buck II-26-06 8-22-01 + LO.O PSF - + 60.0 PSF - Product Model # Manufacturer Attachment Method 1EX D ate ation t ApPressure ofpr Approved Design Tests Mullions 1" x 2 3/4" x .316" FGT Connect Mull to Clips w/ 912 SMS screws staggered and connect clips to Buck with VIC dia x 3" Tapcons with min. 11/2 penetration thru PT Buck 6-28-06 ± 55.0 PSF Roof Haclendla Tile Pioneer Qulkcrete roof the mortar on 901b mopm on 5/8" CDX plywood nailed a 6" o.c. field 8" o.c. edge w/ Sid nml 12-IL-01 Siding STUCCO — Soffit STUCCO — I/4 x 4" Tapcons at 10" O.C. NOA 1;03-0106.02 3-21-01 +15.0/-80.0 PSF Hurrieane Panels Galvanized Steel Storm Panels Eastern Metal Bertha SEAL I have reviewed the above and approved it. Name: 'Daniel R. Braden AIA Signature: Certification Number: #9770 Date: ( Architect or Engineer of Record ) Door Sch�dul� Mark Size Door Description A (2) 3'-0" X 8'-0" 10 Lite French B 3'-0" X 8'-0" 10 lite French C 6'-0" x 8'-O" 10 Lite French D 2'-6" x 8'-0" Hollow Core - Wood E (2) 1'-6" X 6'-8" Hollow Core - Wood F 2'-8" x 6'-8" Hollow Core - Wood G 2'-8" X 6'-8" Hollow Core - Wood - Pocket H (2) 2'-6" x 6'-8" Louvered Bi-Pass J 5'-0" x 6'-8" 131-Pass K 2'-6" x 61--8" BI—Pass L (2) 3'-0" x 8'-0" Sliding Glass Door ,4LL Exterior doors to Withstand +35.3/ --4-i.2 PSF OONO6IZFA�r.Saa7l16a868S'ORA7µd p''T Vj7H RP,p i i Yil �. l/ICN pM1IIS 00Nrp40T0f?0FR 00VE 1 room floor base walls telling clg. height remares / notes drgwall drywall drywall drgwall 10'-0" 10'-0" Living Room Kitchen Tile Tile Wood Wood drgwall' drywall 10'-0" Familg Room Tile Wood drgwall drywall 10'-0" Bedroom 41 Carpet Wood drgwall drgwall drgwall drywall 10'-0" 10'-0" Bedroom 42 Bathroom 91 Carpet Tile Wood Tile Bathroom #2 Tile Tile--T- drgwall drywall 10'-0" Notes: 1). ALL trim 2). Allow for to be high gloss White I &ffierert interior paint colors FILE C%kmjPV 2" newel posts with I" pickets at 4" o.c. 2" round handrail 2" clearance from finished floor to bottom horizontal rail details and shop drawings provided by manufacturer �lum�num �adlrq Detail �FSNSPO ANOB/ �A�<P B� SFe `NSp,eC770N09KC0Mpyw� f�Ao 7' �FOOOFS NTS oaF �T,yFF�09�yyzo Oq I I � A/C disc. (3) #I/0 Copper 150 AMI With #6 Copper Ground HOUSE 1 1/2" Conduit _ PANEL A T 2° PVC #6 Copper to FPL to rebar in slab A/C disc. Garage Panel see Gar Plans) (I) #I copper ELECTRICAL RISER NTS FIRST FLOOD' ELECTRICAL FLAN SCALE: 1/4" = V-0" Electric Notes: I. Use copper wire only, no aluminum. 2. Provide and wire all required smoke detectors. 3. Contractor to verify location of electrical service and provider. 4. ALL paddle fans shall be on a rheostat. S. ALL bath and kitchen receptacles to be GFI protected. L. ALL exterior outlets to be WP/GFI protected. 1 Recessed cans to be installed per NFPA requirements. 8. ALL Branch Circuits that supply 125v single phase 15amp or 20amp Receptacles installed in bedrooms shall be protected bg an Arc -Fault Circuit Breaker 9. A/C Return Air Balance Must comply w/ Chapter 601A in Florida Building Code 10. A/C Refrigerant lines that are run thru slabs must be sleeved in PVC 11. ALL A/C Equipment shall be 12 SEER and 8 HSPF PANEL „A,I Poles BR. Load Wire Description circ# circ# Description Wire Load BR Poles 1 20 412 General Lighting 1 2 General Lighting #12 -- 20 1 1 20 412 General Lighting 3 4 General Lighting #12 20 1 1 20 412 General Lighting 5 6 General Lighting 412 20 1 1 20 412 General Lighting 8 General Lighting 412 20 1 1 20 412 General Lighting 9 10 General Lighting 412 20 1 1 20 #12 Bathroom GFI 11 12 Bathroom GFI 412 20 1 1 20 1.5 kw 412 Kitchen S.A.C. 13 14 Dishwasher 412 1.5 kw 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 15 14 Refrigerator 412 1.8 kw 20 1 2 50 12.0 kw #8 3 Ton A/C comp 11 i8 AHU 19 20 2 3C 4.5 kw #10 40 gal. water HTR 21 22 Ran a #8 4.5 kw 50 2 23 24 1 20 1.5 kw #12 Range Hood 25 26 Dryer 1;8 4.5 kw 50 2 1 20 1.5 kw #12 Clothes Washer 21 1 28 spare 29 30 snare spare 31 32 spare spare 33 34 spare spare 35 36 spare spare 31 38 spare spare 39 40 5 are S are 41 42 S are PANEL "A„ General Lighting 1190 sq ft X 3 W/sq. ft........... ................ I ...... ... .....3.51 k Range........................................................................................................4.5 kw RangeHood.............................................................................................. 1.5 kw Dishwasher.................................................................................._............1.5 kw Refrigerator......................................................................................... 1.8 kw Washer.................................................._............................................... _... 1.5 kw Dryer..............................._.................................................................... .....4.5' kw 40 gal. water heater. . .......... . ....... ................................. 4.S kw KitchenS.A.C. (2) s' l.5kw............................................................... _... 3.0 k Subtotal... ......... ........... .......... .... . 26.37 kw IstIOkw a 100% ................................................................................... .10.0 kw Remaining 16.3-1 m 40% 6.55 kw 3 Ton A/C.......................................................................................... 12.0 kw Total Calculated Load ................... ............ ... ....................................... 28.55 kw 28.55 x 1000 = 28550 28550 / 240 = 118.96 amps Provide 190 Amp Panel E.l�ctr�cal S c�mbol � �g�nd S Single Pole Switch ® Recessed Can Light 53 Double Pole Switch ® Eyeball Recessed Pg Push Button Switch -0- Exhaust Fan Duplex Outlet Ceiling Mounted Light Special Receptacle 0- Wall Mounted Light w.. GFI llJaterproof, ground fault interrupter � Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack ® „wnctlon Box Flood Light Q Thermostat Electrical Panel Q Central Vac rE:-::'l Electrical Meter 0 Smoke Detector Ceiling fan Tv elevision Jack Telephone Jack AC C A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light SPKR Speaker Hook -Up I❑ Intercom so (L M Fan Combo F/1F ARE SUBJEr; r AILLPROpOSEDW M ANY CORRECCrONS ORK REQUIRED BYFIELD INSPECTORS THAT AiAfPLY ESSARYIN ORDER TO COMPLYWITHALL APPLICABLE CODES, SECOND FLCCfi� ELECTRICAL FLAN Electric Notes: I. Use copper wire onlsy, no aluminum. /r7tS'FPgN 2. Provide and wire all required smoke detectors. NACCOR, 4' 1k,,8, �N 3. Contractor oprovider.y location of electrical service 4. ALL paddle fans shall be on a rheostat. 0 00e�GY/pyT1 FAZOA/DA S. ALL bath and kitchen receptacles to be GFI protected. 6. ALL exterior outlets to be WP/GFI protected. 1. Recessed cans to be installed per NFPA requirements. 8. ALL Branch Circuits that supply 125v single phase 15amp or 20amp Receptacles installed in bedrooms shall be protected bg an Arc -Fault Circuit Breaker 9. A/C Return Air Balance Must comply w/ Chapter 601A in Florida Building Code 10. A/C Refrigerant lines that are run thru slabs must be sleeved in PVC II_ ALL A/C Equipment shall be 12 SEER and 8 HSPF SCALE: 1/4" = I`0" ALL BEDROOMS OUTLETS ARE REQUIRE TO R AFV PROTECTED (2002) NEC , PROVIDED ELECTRIC SMOKE DETECTORS WITH BATTERY RACK - UP IN ALL SLEEPING AREAS AND N_lR-E_eE_OSTAIR LANDINGSOF_TTHATTHEACTIVATIOE-QTOu w„ N M CD `r I � m Lr) @J v N L]HKHI�� 27' 43' �+---- 7' — 26'8' x �6 d I� t(o °Od C. 2x12 LEDGER BTM @ 10'=0' 54'4' CONNECT 12, — 15'4' O I I Q I I I I I I I 9 16 4 • I I I I I I I I I I I I I OD o o , cu ..���(( BEAM BY X `r J �\ OTHERS 0 I 10" w 'CDIL J CL @1 M Z (U 1 2]C 1't, CD (lJ \0 10 g Q L,�f6 - - - - c�u 00 I Lv N (U (U Ili L L. 11 o en - r -Jw = 2' 2' 2 2' 2' 2' 2' 2' 4 2' 2' 2' 2 w I— N �a a0 I < �> t r w CO 11 i L CJ L J L® J LG J LO I FG2-2PLY X (0 10 fig' 2x12 LEDGER / X 108 �P5° a°`' BTM @ 10'-0' HNG CENTER y" OF BEAM `0 FRAME FLOORS h _ � F6 BY OTHERS 10' —�- 0 �� e) (BM1 - 26'-0' z•-[UwL1yA-( V1- 6'10"— 13'10' y 3'2' 5'10" 3'2' i GUEST HOUSE 11' 4' BEAM BY OTHERS -. t M U I U N U U (U M I III III I I LNADING ROOFFLOOR WIND LOADING f1� sate,/ ItJL�-• VrAj) W-)50- CONNECTOR SCHEDULE'.. TOP CHORD LIVE LOAD 20 40 TOP CHORD DEAD LOAD 15 20 ASCE 7-98 SEAMING -�1 - FAME —OW- --- "— BQT CHARD LIVE LOAD IO 0 140 MPH IC POINT UPLIFT ID POUFTDESION BOT CHORD DEAD LOAD 10 5 EXP B <93(0TAZJ 1�(p 8-({pq I TOTAL LOAD 55 60 h DURATION FACTOR 1.25 1.00 . '4 25'�n ( HANGERS leo- _{. SYM TYPE QTY SYM TYPE QTY i_6� T' 2150 x2/4 'Lc. '. G HHUS46 4 Y <l? ti n�-F5(2- �azn (4-164X(Yv. 1_ a -I Zx 5 cYTCrJ C HGUS26-2 i �14. -sus �.'r-:a - p tAS-C boo lo��% 7&-[4x4 aJK €5 E3JiZTa �INL.a Y P.C. LINTEL SCHEDULE 2/1 W w < I D f90 APPLIED LOADS ON AL PRECAST UNTEL.S HAVE BEEN REVIEWED TO INSURE l p� X X µ S C New �rZc' zCo 14 --lid sL T �F s ARE WITHIN AUAWABLE LIMITS. Up H SAPS GRAVITY APPLIEDD GRATIN SAFE APPUM UPLn COMPOSITE BEAM Z(1n2.Mtkr Z tc52o 2-i" Zo-1o�go,, � co -le 2� <c000 03 <4 0 8 32 i8%i A� _ -� 5 I'( gOq gf46 t8F' /6 -, iJ µ.me _ a 6 Z-E{TSu.L Ca 23t-;ca _% �.( Off% % a�.a2cv PN t•1US2d 3S'4s ON 22- x TL' W l4RCo ,0�i� ISoa 7"6° 7 G472 4 tv > 4 p zo tStO 9-Io�4xl'!z Q Z-lo �/7Z 7'35a8 c» -roP PhkTS t 2 8(oea 14-L6�(x�`/z __ ^ 5-(o bb 6 SFz4 41'��"�t� Q TO t.Ef6e,EG`.a .��6"J' >�..�.. up �y IC%" ' �, DATE OF LAYOTTC: I�t7`ca S _ DAIS OF TRUSS CUT Si�l3:� a b O TRUSSCrW*T �$ _ tw ¢lo // of i� 7-0 i S 0F� 3°SoM0 rL_ J8-1o��.�J1R.$D-rMt -- MI O 1o" nn,ft tit 14 i° s` - t 2 •&�#►'h -113 - Sd O -- - r---------------------------- - - - -- � I , BEARING LEGEND I I A,F-F I I 1 I ® 11'-4" AF,F- I , I I 21'-4„ AF,F- I I I I , --------------------------------- 26'8' 'I 11 I u') CJ3 II L- - -- - - -- - -- --- ------ i r- - - --- --- - - --- ------ BBii .' IATTIC AC'CESSi a B10 _ — ---------------- --r- - -- -- --- BB9 ,C❑NN, BY OTHERS 81 iu BB8 AHU STORAGE (U BB7 FLAT CLNG a BB6 33'8' RIM, FM �M } w z OK ti�s� n or-- "(51 U ❑ Ln U-) t ( v BMi - 26'-W U-) — 14'6" 3'2" 5'11 3'2' 26'8' CU M FILE COPY THESE PLgNSAND ARESUBdECT ALLPROpr` ce '7 REQUIRED TOANYCORRECTIONS T'K MAYBENEC SSIFLDINSPECTORSNAl OQMPLYwjTH � ORDERTD �rI,NE 1, '"C�3rac%�1ViR �N��VIFwFD RUIIDING DDDE. wl y ryEFORIDA 'D*,�ryo��S7kJS ' p0 O�A�, �Nt� vfyo�Asz O �� ■ram®■■�■i�©■r■i - - o ■ 18/1 I ...��.� ❑ Approved -- - _.-. _ - ❑ Approved as Noted ❑ Revise & Resubmit ❑ Rejected MARKED BY; TITLE DATE DRAWN J❑HN LAI REVISIDNS -_ DATE # DATE BY 1/12/05 SCALE 1/4" = i' JOB NO. 41e20 SHEET 1 aCK # ( I • 4 � i ly, ���" G fit JULIUS LEE'S CONSULTING ENGINEERING, P,A, CONSULTING STRUCTURAL ENGINEER FLREGISTERED ENGINEER LICENSE 4 34869 FL BUSINESS ENGINEER LICENSE # 5606 1455 SW 4TH STREET, DELRAY BEACH, FL 33444 z�/>0 A-1 BUILDING COMPDNENTS A FLORIDA CORPORATHIN- Ph1(772)409-1010, Fax1(772)40_3-1..02Ck (800)525-0126 www.altruss.com BUILDER ABURT❑N HUMES - FINLEY RES LOT/BLDG.# - BLOCK - SUB'D - ADDRESS GARAGE & GUEST BLDG IMMDEL GARAGE & GUEST BLDG L1A!? V F V R KOEfiNP N Profoseional Engineer PE-32831 Port St7205 ElY se L Circle Office: (772) 466-5509212 Fax: (772) 489-3035 TRUSS LAYOUT REWE9IIED & APPROVED ND 18/1 I ...��.� ❑ Approved -- - _.-. _ - ❑ Approved as Noted ❑ Revise & Resubmit ❑ Rejected MARKED BY; TITLE DATE DRAWN J❑HN LAI REVISIDNS -_ DATE # DATE BY 1/12/05 SCALE 1/4" = i' JOB NO. 41e20 SHEET 1 aCK # ( I • 4 � i ly, ���" G fit JULIUS LEE'S CONSULTING ENGINEERING, P,A, CONSULTING STRUCTURAL ENGINEER FLREGISTERED ENGINEER LICENSE 4 34869 FL BUSINESS ENGINEER LICENSE # 5606 1455 SW 4TH STREET, DELRAY BEACH, FL 33444 z�/>0 A-1 BUILDING COMPDNENTS A FLORIDA CORPORATHIN- Ph1(772)409-1010, Fax1(772)40_3-1..02Ck (800)525-0126 www.altruss.com BUILDER ABURT❑N HUMES - FINLEY RES LOT/BLDG.# - BLOCK - SUB'D - ADDRESS GARAGE & GUEST BLDG IMMDEL GARAGE & GUEST BLDG L1A!? V F V R KOEfiNP N Profoseional Engineer PE-32831 Port St7205 ElY se L Circle Office: (772) 466-5509212 Fax: (772) 489-3035 TRUSS LAYOUT REWE9IIED & APPROVED ND