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Home My WebLink AboutPLANS777 �n"i�"ii±"...u�' �S",iA�`h .+• ,cam T.mk'RsR'7'ii"b.°OYTt,+e`3`i i .+e�i. IxL �.s�}i^+'.'.. N bA U —i— I&, °( OILS L Beam Schedule Mark Description Bl 5(1)13/4" x 11 7/8" Iv1 sistered to 51/2:" x 16" glulam that has been notched to 5 %:" x 12" glulam with 2 rows'/z" x 3'fi" lagbolts staggered 12" on center top and bottom B2 (2)1%ll x 117/8" Ivl beams. Provide 2 rows 16d nails 12" on center to join beams. B3 (2) 2x12 existing, Provide (2) 2x4 posts each side with Simpson HD55B holddowns, and (2) MSTA 30 straps from new posts to existing header. B4 Provide 8" x 4" x 5/8" angle per detail to reinforce existing concrete beam cut to 12". B5 Provide (2) 2x4 posts each side of opening with Simpson 11D55B hold down. Provide new (2) 2x12 header with (2) MSTA 12 each side of header to new (2) 202 posts. Provide (2) SP4 clips over top plate to existing header located above new (2) 2x12 header. Strap new header to existing upper header with (2) MSTA 30 straps. Column Schedule Mark Description C1 4" x 4" x %" steel tube with 8" x 11" x 5/8" base plate with (3) 5/8" x 4" titen anchors into existing slab, existing Launched footing. Cap to be a 4" x 8" x 4" x'/:" angle welded to 4x4 x'/d" steel tube with',/," filet welds. (2) 5/8" through bolts into existing gluelam and new LVL per detail C2 4" x 4" x %:" steel tube with 8" x 11" x 5/8" base plate with (3) 5/8" x 4" then anchors into existing slab, existing haunched footing. Cap to be a 4" x 8" x 4" x%" angle welded to 4x4 x'/" steel tube with'/" filet welds. (2) 5/8" through bolts into existing gluelam and new LVL per detail. Provide 8" x 4" x 8" bucket with (2) 5/8" through bolts at B2 beam. C3 4x4 southern pin. with Simpson 11D55B at base and (1) PSQ218 clip each side into (2)13/4" x 117/8" B2 beams and one side into (2) 2 x 12 B3 beams. C4 Existing 8' filled CMU cell with (1) 45 har C5 (2) 2x4 southern pine. Simpson HD55B at base vo 0— --zD C-,-qL 0 "� �- t2 C�L d L4 0 i REVISION �.. COPY I WED FOR CODE COMPLIANCE ST. LUCIE CO TY BOCC - Scope of Work Work consists of replacing existing exterior windows and doors as indicated at 2603 . - - - - - - - - NW Juniper Court, Palm City. New windows to be impact rated insulated wi d \QP In addition interior spaces are being reconfigured as indicated. All new elec - - - - - - - be tied into new circuitry, no new loads to be introduced. A/C is existing - - - re -ducted as indicated. Existing gable entry is to be changed to hip as indi d. s. - - - new metal roof is be installed over entire house.. LL Q :, . _ DESIGN CRITERIA x Plans are prepared to Florida Building Code Sixth Edition 2017 ,A Wind speed 165 mph Volt- - - - -- _ - _ — �Y, ,..., ...�..._...,., . ,_,._. .. _ Exposure "C" fills,..�..�.'....• a,... � Building is "Enclosed" Ft - Internal Pressure+/_,18 . - Building Category II . _ Importance Factor "111 Existing Building Modification Work comprises a level two modification to an existing building. S oke detectors K are to be provided in every bedroom. A smoke detector shall be pro ad within to \p J O feet of the door of every bedroom. Interconnection of smoke detectors 's not U required in existing structure. ,� wN� Q, All 15 and 20 amp branch circuits installed in dwelling unit family rooms, dining H - rooms, living rooms, parlors, libraries, dens, sunrooms, recreation rooms, closets, E"'f . - - - - hallways or similar rooms shall be protected by a listed arc -fault circuit interrupter, w combination -type, installed to provide protection of the branch circuit. rT3 - ,All 125 volt 15 and 20 amp receptacles are to be tamper -resistant.. - - General Notes All work to be performed by licensed, insured contractors in accordance with all ^ applicable codes and ordinances. - OAF I ------------- — O O 'General Contractor to field verify all dimensions and conditions and to notify Q - proceeding. ,.o Architect of discrepancies beforeee U _.DIh► - --� - o H a. _o -- D l o Con COPY Con _ r Q F EVIEWED FOR �' -i' -I- -�- CODE COMPLIANCE ) � � � � � ST: L �' �1 UCIE COUNTY 2 BOC a -- 2 .. 0 NVA AA v tf _ WINDOW NOAs note all NOAs have been verged to comply with FBC 6tb Edition 2017. All windows openings must be field verified. All N' windows to be set at T-0" AFF unless otherwise noted Mark Size Type Egress Manf Model Glass type Design Pressures NOA expires Required Provided _ - 1 A) (2) 2-6 x 5-0 casement yes PGT CA 5540 5 +40-6/-44.1 +65/•70 17-0614.16 9/17/2020 B) (2) 2-6 x 5-0 casement no PGT CA 5540 5 +40.6/-04.1 +65/-70 17-0614.16 9/17/2020rn C) 2-0 x 3-0 casement no PGT CA 5540 5 +42.56/-56.98 +65/-70 17-0614.16 9/17/2020 ® "� r �t D) (4) 2-0 x 5-0 casement no POT CA 5540 5 +40.6/-44.1 +65/-70 17-0614.16 9/17/2020 Y 2� ,`16 ` E) 2-8x 1-6 awning no PGT AW 5540 5 +42.56/-46.2 +65/-70 17-0614.13 9/24/2020 O F) 8-0 x5-0 fixed no PGT PW 5520 15 +40.6/.53.2 +72.8/-72.8 17-0614.09 4/30/2020 G) 4-0x5-0 fixed no POT PW 5520 IS +40.6/-53.2 +72.8/-72.8 17-0614.09 4/30/2020 H) 2-6 x 6-0 fixed no PGT PW 5520 11 +40.6/-53.2 +70/-70 17-0614.09 4/30/2020 O . � n 5-0 x 6-0 NOTE: (H) window set at 8-0 �-+ 2-6 x 6-0 0 I) (2) 2-6 x 4.8 @ 6.8 csmt no PGT CA 5540 5 +40.6/44.1 +65/-70 17-0614.16 9/17/2020 N J) 2-0 x 5.0 casement no PGT CA 5540 5 +40.6/-44,1 +65/-70 17-0614.16 9/172020 TJ 5-0 x 5-0 fixed no PGT PW 5520 11 +40.6/•53.2 +70/-70 17-0614.09 4/30/2020 O 2-0 x 5-0 casement . ,_.,,.: K) 10-0x 3.0 fixed no PGT PW 5520 II +40.61-53.2 +701-70 17-0614.09 4/302020 NOTE: see elevation for (K) window, mulled into three pieces --.--- 10L) 2-6 x 5-0 casement yes PGT CA 5540 5 +40.6/-44.1 +65/-70 17-0614,16 9/17/2020 - - M) 4-0 x 4-0 fixed no PGT PW 5520 11 +40.6/-53.2 +70/-70 17-0614.09 4/30/2020 N) 10-0 x 4-0 fixed, no POT PW 5520 17 +40.6/-53.2 180/410 17-0614.09 4/30/2020 EXTERIOR DOOR NOAs - _ Mark Size Type Manf Model Glass Design Pressures NOA Expires Type Required Provided - - ... 1) (2) T-0" x 6.8"" fiberglass ThetmaTm fiber classic 0/8 +38.09/48.02 +551-55 FL 10537.5 With fixed s:delites - ' - 2) 2-6 x 6-8 fiberglass Therms Tm fiber glass p/a +42.56/-06.2 +67/-67 FL 5891.1 _ 3) 6-0 x 6-8 French PGT FD-5555 5 +38.08/48.02 +70/-70 18-1108.03 12/232024 4) 12-0x6-8 French PGT FD-5555 5 +38.08/48.02 +70/-70 18-1108.03 12/232024 With transom to 8' 4t) 12-0 x 14" fixed transom PGT FD 5520 9 +42.56/-46.2 +501-50 17-0614.09 4/302020 5) 6-0 x 6-8 French PGT FD-5555 5 +38.08/-48.02 _+70/-70 18r.1108.03 With transom to 8' __ 12/232024_____ --. ry 5t) 6-0 x 14" fixed transom PGT. FD 5520 9 +42.56/46.2 +301-50 17-0614,09 4/30/2020 i o 6) 2-6 x 6-8 fiberglass Therms Tm fiber glass its +42.56/-46.2 +67/-67 FL 5891. - INTERIOR DOOR SCHEDULE . - Mark Description - 10) 2-6 x 6-8 privacy set 11) 2-6x6-8 - 12) (2) 1-8 x 6-8 .. —..! - - 13) 2-6 x 6-8 pocketing t - - 14) 2-6 x 6-8 pocketing ._ - - 15) 2-8 x 6-8 privacy set �, 16) 2-6X6-8 privacy set ♦♦ i3,y1',ra {}��M . 18) 2.4 x 6-8 St. �U'trie VO0fit " 19) 2-6 x 6-8 20) 2-6 x 6-8 pocketing - 21) 2-6 x 6-8 pocketing - - - 22) 3-6 x 6-8 pocketing RECEIVED 23) 2-6 X 6-8 privacy set _ 24) 2-8 X 6-8 privacy set - 25) 6-0 x 6-8 bi-pass - 26) 2-8 x 6-8 privacy set ST. Lam Couttt`i', PormittinQ T J J 27) 6-0 x 6-8 bi-pass iJ —"'- 28) 2-8 x 6.8 privacy set ZZ 29) 2-8 x 6-8 privacy set-- 30) 2-8 x 6-8 solid core, deadbolt - .. 31). 2-8 x 6-8 pocketing, privacy set i V Lv a ti �M i LAW 1 i r � w/C- ,� - Pam- REVIEWED J F.stll.:-PEVI ._ Pj' - E�,a JI I - <L- CP►.i1 ►�.� C`r tom_ f- Ll _- OR CODE EWED COMPLIANCE _ ST. LUCIE COUNTY SOCC- -- "h� �r t 9 q', a ImMumimmmi REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC 00 N O H U rW H a O O � x H � o H COO a a a� U U 'L3 cn O O%, tti N V O U I11- Modified Trusses Bearing Condition One —New beam f p G - i Provide (2) 2x12 Al southern pine beam, with HUSC210-2 to existing column Provide DTT2Z anchor at column connecting to existing haunch footing Anchor (2) 2x10 each side of existing truss chord with Simpson HGAM. A �' \ Bearing Condition Two - over existing bearing wall _ Provide 2x4 @ 24" on existing CMU bearing wall. Anchor 2x4 PT vertical leg �w to existing tie beam with Simpson HGAM. Provide double top plate anchored (� 1,4 / to 2x4 verticals with Simpson SP4 clins Modified trusses at entry - - Framing members to be 2x8 southern pine 24" on center Connector Schedule — all connectors Simpson Strong tie ' I I Mark Location Connector � f.% Y `� _ A) 2x8 hip rafters to 2x8 rafters HRC 1.81 B) 2x8 rafters to 2x8 hips LTP4 k.",/ Vl/ V11 6/ �, �L _ _ C) 2x8 hip to beam HCP 1.81 w/(6) 3/16" x 1'/2' tapcons D) 2x8 rafter to beam H10S w/(2) 3/8" x 4" titen anchors I O (1 E) 2x8 bottom chord to 2x8 rafter (6)16d nails each ' A.. REVIEWED FOR CODE CO" LIANCE ST- LUCIE COUNTY BOCC JUL 8 ® 119 ST. Lucie County, Permitting 2 REVIEWED I=Oi CODE COMPLIANC ST. LUCIE COUNTY BOCC RECEIVED JUL 3 0 "019 ST. LuEie E®U 11lrfftIf I MtRt�,ERtg;